ITEM Attachment 001 · Deer Creek Owners Association

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STAFF REPORT Rezoning #22CZ22 Elevate 64 West PUD March 28, 2023 Town Council Meeting • APEX 1873 NORTH CAROLINA All property owners and tenants within 300 feet of this rezoning have been notified per UDO Sec. 2.2.11 Public Notification.

BACKGROUND INFORMATION: Location: Applicant: Authorized Agent: Owners: PROJECT DESCRIPTION: Acreage: PINS: Current Zoning: Proposed Zoning: 2045 Land Use Map: Town Limits: 3805 & 3809 US Hwy 64 West FA Develop, LLC FA Develop, LLC Louvenia Ann Goodwin +/- 35.15 acres 0712749870 & 071282430 Rural Residential (RR) Planned Unit Development-Conditional Zoning (PUD-CZ) Mixed Use: High Density Residential/Office Employment/Commercial Services Inside the ETJ ADJACENT ZONING & LAND USES: Zoning North: Wake County Residential-80W Rural Residential (RR); South: Planned Unit Development-Conditional Zoning (PUD-CZ #14CZ14) Rural Residential (RR) East: Planned Unit Development-Conditional Zoning West: (PUD-CZ #14CZ14) Neighborhood Business-Conditional Zoning (B1-CZ #14CZ24) Land Use Single-family residential & Vacant; US 64 Hwy W Forestry; Townhomes (Deer Creek Subdivision) Single-family residential; Forestry; Agriculture Townhomes (Deer Creek Subdivision); Single-family residential EXISTING CONDITIONS: The site consists of two (2) parcels totaling +/- 35.15 acres. The Elevate 64 West PUD is located along the southern side of the US Hwy 64 West corridor and is adjacent to the existing Deer Creek Subdivision to the west and forestry, agricultural, and residential land uses to the south and east. The surrounding properties are designated as mixed use on the 2045 Land Use Map, which promotes commercial, office, and high-density residential uses.

NEIGHBORHOOD MEETING:

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uses to the south and east. The surrounding properties are designated as mixed use on the 2045 Land Use Map, which promotes commercial, office, and high-density residential uses.

NEIGHBORHOOD MEETING: The applicant conducted a neighborhood meeting on September 29, 2022. The meeting report is attached to the staff report.

2045 LAND USE MAP: The 2045 Land Use Map designates the site as Mixed Use: High Density Residential/Office Employment/Commercial Services. The applicant is proposing a maximum of 392 residential units in this area.

Per Town policy, the PUD also proposes 30% of the site as non-residential, which is approximately 10.55 acres.

The proposed rezoning is consistent with the 2045 Land Use Map designations.

Page 1 of 12 Prepared by: Shelly Mayo, Planner II STAFF REPORT Rezoning #22CZ22 Elevate 64 West PUD March 28, 2023 Town Council Meeting • APEX 1873 NORTH ROLINA WCPSS COORDINATION: A Letter of Impact from Wake County Public School System (WCPSS) was received for this rezoning and is included in the staff report packet. WCPSS indicates that elementary and high schools within the current assignment area for this rezoning/development are anticipated to have insufficient capacity for future students; transportation to schools outside of the current assignment area should be anticipated. School expansion or construction within the next five years may address concerns at the high school level. Possible long-term solutions may include capping students out to schools with available seats (not very proximate), reassignments, or calendar changes.

PLANNED UNIT DEVELOPMENT PLAN: The applicant is proposing a Planned Unit Development with uses and development standards as follows: Proposed Uses:

very proximate), reassignments, or calendar changes.

PLANNED UNIT DEVELOPMENT PLAN: The applicant is proposing a Planned Unit Development with uses and development standards as follows: Proposed Uses: The Rezoned Lands may be used for, and only for, the uses listed immediately below. The permitted uses are subject to the limitations and regulations stated in the UDO and any additional limitations or regulations stated below. For convenience, some relevant sections of the UDO may be referenced; such references do not imply that other sections of the UDO do not apply.

Residential: • • Condominium Multi-family or Apartment Non-Residential: • Day care facility Book store Convenience store • Hotel or motel • Drop-in or sort term day care • Artisan studio • • Pharmacy • Government Service Veterinary clinic or hospital • Barber and beauty shop • • Studio for art • Botanical garden • Tailor shop • .

• Greenway Park, active .

Park, passive • • Recreational facility, private Restaurant, general Medical or dental office or clinic Medical or dental laboratory Office, business or professional Publishing office Architectural Conditions: Dry cleaners and laundry service Financial institution Floral shop Health/fitness center or spa Personal Service Pet services Microbrewery Microdistillery . Grocery, general Grocery, specialty Retail sales, general • Real estate sales The following architectural controls are offered to ensure a consistency of character throughout the development, while allowing for enough variety to create interest and avoid monotony.

Residential Requirements: 1. Vinyl siding is not permitted; however, vinyl windows, decorative elements, and trim are permitted.

2. Siding materials shall be varied in type and/or color on 30% of each façade on each building.

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1. Vinyl siding is not permitted; however, vinyl windows, decorative elements, and trim are permitted.

2. Siding materials shall be varied in type and/or color on 30% of each façade on each building.

3. Windows must vary in size and/or type.

4. Windows that are not recessed must be trimmed.

Page 2 of 12 Prepared by: Shelly Mayo, Planner II STAFF REPORT Rezoning #22CZ22 Elevate 64 West PUD March 28, 2023 Town Council Meeting • APEX 1873 NORTH 5. Recesses and projections shall be provided for at least 50% of each façade on each building.

6. Rooflines cannot be a single mass; they must be varied with the use of gables or parapets.

7. Garage doors must have windows, decorative details or carriage-style adornments on them.

8. Four of the following decorative features shall be used on each building: Decorative shake Board and batten Decorative porch railing/posts Shutters Recessed windows • Decorative windows Decorative brick/stone • Decorative gables Decorative/functional air vents on roof or foundation • Decorative cornices • Tin/metal roof ROLINA Non-Residential Requirements 1. The predominant exterior building materials shall be high quality materials, including: • • Brick masonry Decorative concrete block (either integrally colored or textured) Stone accents Aluminum storefronts with anodized or pre-finished colors.

EIFS cornices, and parapet trim Precast concrete 2. EIFS or synthetic stucco shall not be used in the first forty inches above grade.

3. The building exterior shall have more than one material color.

4. The building shall have more than one parapet height.

5. The main entrance to the building shall be emphasized.

6. Only full cut-off lighting fixtures and fixtures with external house-side shields shall be allowed where non-

more than one parapet height.

5. The main entrance to the building shall be emphasized.

6. Only full cut-off lighting fixtures and fixtures with external house-side shields shall be allowed where nonresidential properties are adjacent to residential properties.

Additional building materials may be included with administrative staff approval. Substitute materials shall be allowed by staff as long as they are determined by the Planning Director to be substantially similar.

Affordable Housing: • • • At least twenty (20) residential units or, if greater, five percent (5%) of the total residential units (as shown on the first site plan submittal), shall be designated as restricted workforce affordable housing rental units (the "Affordable Units") for a minimum affordability period of ten (10) years starting from the date of issuance of the first residential Certificate of Occupancy (the "Affordable Restriction Period”).

The Affordable Units shall be occupied by households earning no more than eighty percent (80%) of the Raleigh, NC Metropolitan Statistical Area (MSA) Area Median Income (AMI), adjusted for family size, as most recently published by the U.S. Department of Housing and Urban Development (HUD).

The Affordable Units may be either one or two bedroom units and rented during the Affordable Restriction Period at maximum rent limits applicable to households earning eighty percent (80%) of the Raleigh, NC Area Median Income ("AMI"), adjusted for family size, as most recently published by HUD and stipulated by the most recently published North Carolina Housing Finance Agency (NCHFA) LowIncome Housing Tax Credit (LIHTC) Multifamily Tax Subsidy Program (MTSP) income and rent limits for the Wake County Metropolitan Area.

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ntly published North Carolina Housing Finance Agency (NCHFA) LowIncome Housing Tax Credit (LIHTC) Multifamily Tax Subsidy Program (MTSP) income and rent limits for the Wake County Metropolitan Area.

Prior to issuance of the first residential Certificate of Occupancy, a restrictive covenant between the Town and property owner shall be executed and recorded in the Wake County Registry to memorialize the affordable housing terms and conditions.

Page 3 of 12 Prepared by: Shelly Mayo, Planner II STAFF REPORT Rezoning #22CZ22 Elevate 64 West PUD March 28, 2023 Town Council Meeting .

• APEX 1873 NORTH AROLINA During the Affordable Restriction Period, the property owner shall be responsible for performing all property management and administration duties to ensure compliance with this affordable housing condition and shall submit annual compliance reports to the Town verifying compliance with this affordable housing condition.

Following expiration of the Affordable Restriction Period, this affordable housing condition shall expire, and the property owner shall be relieved of all obligations set forth in this affordable housing condition, and the Affordable Units may freely be marketed and leased at market-rate rents.

ROPOSED DESIGN CONTROLS: Maximum Residential Units: Maximum Building Height: Residential: Non-Residential: Maximum Built-Upon Area: 392 60 ft and 4 stories 40 ft and 2 stories 70% Building Setbacks: • • Notwithstanding any contrary UDO provision or language in this PUD, there shall be no minimum setback or buffer requirement along the shared property line between the Residential and Nonresidential uses.

Residential buildings shall be setback 95 ft from the southern parent property line adjacent to the forestry use.

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rement along the shared property line between the Residential and Nonresidential uses.

Residential buildings shall be setback 95 ft from the southern parent property line adjacent to the forestry use.

• All other building setbacks shall comply with the UDO.

Parking & Loading: • • • • Development in the Residential District shall comply with parking requirements in Section 8.3.2 of the Town of Apex UDO.

Any garage units within the residential development will count towards parking requirement.

Residential parking will provide a minimum of 5% of total parking with access to EV Charging.

Parking in the Non-Residential area shall comply with parking requirements in Section 8.3.2 of the Town of Apex UDO.

PROPOSED RCA & BUFFERS: The proposed Elevate 64 West PUD complies with the UDO requirements for RCA. The proposed layout will preserve the existing non-jurisdictional pond in addition to protecting other environmentally sensitive areas on the property and required Resource Conservation Areas consistent with the Town's UDO.

Buffers: Northern Boundary: UDO Requirement: 100-ft Type A* Proposed: Res: 100-ft Type A Non-Res: 100-ft Type A* Southern Boundary: Adjacent to section without roadway frontage: 50-ft Type A 50-ft Type A Southern side of new local connector: 50-ft Type A 30-ft Type B Northern side of new local connector: None 10-ft Type A Eastern Boundary: Adjacent to large lot single-family: 20-ft Type B Adjacent to forestry: 50-ft Type A West Boundary: Page 4 of 12 15-ft Type A 15-ft Type A Prepared by: Shelly Mayo, Planner II STAFF REPORT Rezoning #22CZ22 Elevate 64 West PUD March 28, 2023 Town Council Meeting • APEX 1873 NORTH AROLINA Buffers: Along New North-South Major Collector: UDO Requirement: Non-Res: 10-ft Type D; Res: 10-ft Type A

ning #22CZ22 Elevate 64 West PUD March 28, 2023 Town Council Meeting • APEX 1873 NORTH AROLINA Buffers: Along New North-South Major Collector: UDO Requirement: Non-Res: 10-ft Type D; Res: 10-ft Type A Proposed: 10-ft Type A *Per UDO Sec. 8.2.6.B.5.f.ii.c: Highway buffers along non-residential uses meeting all of the following criteria shall be reduced to a planted 50' Type A buffer if they meet the following criteria.

ii.

iii.

No more than 20% of the façades of non-residential buildings facing the highway can use EIFS or other synthetic stucco.

Pedestrian connections in the form of sidewalks and/or multi-use paths shall be made from nonresidential buildings to adjacent residential development and properties with future residential land use.

The form of the connection shall be determined by the Director of Planning and Community Development or designee.

Furthermore, properties that front a limited-controlled access highway with no other access or road frontage shall be allowed to reduce the opacity of no more than 50% of this buffer to a Type E buffer.

The remainder of the buffer shall be planted to a Type A standard.

a 10-ft Type B buffer.

PUBLIC FACILITIES: The Elevate 64 West PUD will be served by Town of Apex water, sanitary sewer, and electrical systems. The utility design will be finalized at Master Subdivision Plan review. A conceptual Utility Plan is included in the PUD Plan for reference. The ultimate design for the utilities shall meet the current Town of Apex Master Water and Sewer Plans for approval.

STORMWATER: The development shall meet all UDO requirements for the treatment of stormwater. The development will also

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es shall meet the current Town of Apex Master Water and Sewer Plans for approval.

STORMWATER: The development shall meet all UDO requirements for the treatment of stormwater. The development will also exceed the UDO requirements as follows: • • Post development peak runoff shall not exceed pre-development peak runoff conditions for the 1-year, 10-year, 25-year, 100-year and 24-hour storm events.

No clearing or land disturbance shall be permitted within the riparian buffer, except the minimum necessary to install required sewer infrastructure, greenways, roadways, and SCM outlets. The SCM water storage and treatment area shall not be permitted within the riparian buffer. The sewer shall be designed to minimize the impacts to the riparian buffer.

The existing pond on-site will have at a minimum 1,500 sf of submerged and/or partially submerged vegetative shelf planted with wetland plantings to aid with water quality and protect the shoreline from erosion. The density of plantings will consist of 50 plants per 200 sf of area.

APEX TRANSPORTATION PLAN/ACCESS AND CIRCULATION: Per the proposed amendment to the Apex Thoroughfare and Collector Street Plan map: • A future north-south Major Collector is shown from US-64 Hwy W to Olive Chapel Road.

• The proposed amendment also shows a future local connector extending east to connect future Lawson Lane extension to future Transit Trail extension.

• The developer will build the future Major Collector and local connector and dedicate right-of-way within their property boundaries to meet the requirements shown in Advance Apex.

Page 5 of 12 Prepared by: Shelly Mayo, Planner II STAFF REPORT Rezoning #22CZ22 Elevate 64 West PUD March 28, 2023 Town Council Meeting • • APEX 1873 NORTH

meet the requirements shown in Advance Apex.

Page 5 of 12 Prepared by: Shelly Mayo, Planner II STAFF REPORT Rezoning #22CZ22 Elevate 64 West PUD March 28, 2023 Town Council Meeting • • APEX 1873 NORTH The Bicycle and Pedestrian System Plan map shows a greenway connection to the Deer Creek Subdivision.

The developer has committed to building the greenway within their project boundaries.

CAROLINA ● This project shall comply with the Town's Bicycle and Pedestrian System Plan Map. Sidewalk shall be provided along both sides of all public streets within this development. Where required, the project shall construct 10-foot wide asphalt side paths in lieu of sidewalk along the public streets.

Roadway improvements are subject to modification and final approval by the Town of Apex and NCDOT as part of the Master Subdivision Plan and Site Plan review and approval process.

Traffic Impact Analysis: A Traffic Impact Analysis has been performed as part of this PUD rezoning consistent with the Town's standards.

Based upon the Traffic Impact Analysis, the following traffic improvements are proposed for this development: US Highway 64 at Site Access 1: • • • • • Other: Construct the access as a left-in, right-in, right-out.

Provide a westbound turn lane on US 64 with 150 feet of storage and appropriate deceleration length and taper.

Provide an eastbound right turn lane on US 64 with 100 feet of storage and appropriate deceleration length and taper as applicable.

Provide a channelization northbound right-out free-flow lane with an eastbound 810-foot acceleration lane plus 240-foot taper on US 64.

The site access will be designed in accordance with NCDOT and Town of Apex standards as applicable and is the only access permitted to connect to US 64 as part of the PUD.

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lus 240-foot taper on US 64.

The site access will be designed in accordance with NCDOT and Town of Apex standards as applicable and is the only access permitted to connect to US 64 as part of the PUD.

Site access will be provided via a north-south Major Collector Street to be constructed by the PUD from the US 64 to the southern boundary of the PUD.

• • • At US 64 at Pinefield Road, construct a concrete median diverter island between the westbound U-turn lane and the eastbound left-turn /U-turn lane on US 64 in conjunction with intersection widening as needed to accommodate these changes, preventing southbound left turns from Pinefield Road.

Construct an east-west Local Connector Street starting at the north-south Major Collector Street and stubbing to the eastern boundary of the PUD.

Cross access will be provided via public access easement to adjacent parcel to the: О east (PIN 0712-74-2710), О west (PIN 0712-93-2588), and О south (PIN 0712-83-4236) off of east/west local connector.

ENVIRONMENTAL ADVISORY BOARD: The Apex Environmental Advisory Board (EAB) held a pre-application meeting for this rezoning on July 20, 2022.

The zoning conditions suggested by the EAB are listed below along with the applicant's response to each condition.

EAB Suggested Conditions 1. The existing pond will be retained and protected.

2. The development will install a minimum of 10 pet waste stations.

3. Native flora will be incorporated into the landscape plan.

Page 6 of 12 Applicant's Response Added Added Added Prepared by: Shelly Mayo, Planner II STAFF REPORT Rezoning #22CZ22 Elevate 64 West PUD March 28, 2023 Town Council Meeting • APEX 1873 NORTH ROLINA EAB Suggested Conditions 4. A minimum of 25-kW solar PV system for the generation of electricity to offset

ning #22CZ22 Elevate 64 West PUD March 28, 2023 Town Council Meeting • APEX 1873 NORTH ROLINA EAB Suggested Conditions 4. A minimum of 25-kW solar PV system for the generation of electricity to offset the electric consumption of the common area and pool. A 25-kW system will consist of approximately 66 solar panels.

5. Five percent of the parking spaces shall have EV charging stations installed.

6. For stormwater management, post-development peak runoff shall not exceed pre-development peak runoff for the 25-year and 100-year 24-hour storm events.

7. SCM and infrastructure shall not be placed in the stream buffer area, with the exception of Apex utility and greenway easements.

Proposed EAB Conditions: 1. The existing pond shall be preserved and protected.

Applicant's Response Modified Added Added Added 2. The project shall install at least ten (10) pet waste station throughout the community in locations that are publicly accessible, such as adjacent to amenity centers, SCMs, sidewalks, greenways or side paths.

3. The project shall increase biodiversity within perimeter buffers, common owned open space, and other landscape areas by providing a variety of native and adaptive species for the canopy, understory and shrub levels. A minimum of 75% of the species selected shall be native of North Carolina. No invasive species shall be permitted. No single species of tree or shrub shall constitute more than 20% of the plant material of its type within a single development site.

A solar photovoltaic (PV) system of at least 7.5 KW shall be instated within the development. All solar installation required by this condition shall be completed or under construction prior to 90% of the

lar photovoltaic (PV) system of at least 7.5 KW shall be instated within the development. All solar installation required by this condition shall be completed or under construction prior to 90% of the building permits being issued for the development. The system may be spread across on or more of the buildings, as needed. Any buildings with the solar PV system shall be identified on the Site Plan which may be amended from time to time.

5. The developer shall provide 5% of all parking spaces as EV charging spaces.

6. Post-development peak runoff shall not exceed pre-development peak runoff for the 24-hour, 1-year, 10-year, 25-year and 100-year storm events in accordance with the Unified Development Ordinance.

7. No clearing or land disturbance shall be permitted within the riparian buffer, except the minimum necessary to install required sewer infrastructure, greenways, roadways, and SCM outlets. The SCM water storage and treatment area shall not be permitted within the riparian buffer. The sewer shall be designed to minimize impacts to the riparian buffer.

PARKS, RECREATION, AND CULTURAL RESOURCES ADVISORY COMMISSION: The Parks, Recreation, and Cultural Resources Advisory Commission reviewed the Elevate 64 West Planned Unit Development at their November 30, 2022 meeting. The Advisory Commission unanimously recommended a feein-lieu of dedication with credit for the construction of greenway trail within the project boundary as well as offsite into the existing, adjacent Deer Creek Subdivision. The rate of the fees owed will be set at the time of rezoning approval by the Town Council and will run the life of the project for the number and type of units proposed.

The Advisory Commission also recommended the proposal for Elevate 64 West to extend the public Reedy Creek

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Town Council and will run the life of the project for the number and type of units proposed.

The Advisory Commission also recommended the proposal for Elevate 64 West to extend the public Reedy Creek Greenway from the existing Deer Creek subdivision to the western property line of Elevate 64 West. Greenway will also be extended within Elevate 64 West to proposed internal pedestrian network, exact route to be determined at the time of Site Plan approval. All approved greenway trails must be completed prior to the point of 50% of the Total number or residential units in the project being issued a building permit for the Site Plans.

PLANNING BOARD RECOMMENDATION: Planning Board heard this item at their March 13, 2023 meeting. By a vote of 4 to 3, they voted to recommend Page 7 of 12 Prepared by: Shelly Mayo, Planner II STAFF REPORT Rezoning #22CZ22 Elevate 64 West PUD March 28, 2023 Town Council Meeting • APEX 1873 NORTH AROLINA approval of Rezoning Case #22CZ22 Elevate 64 West PUD as presented by the applicant. The dissenting opinions are attached to the Planning Board Report to Town Council.

PLANNING STAFF RECOMMENDATION: During the Planning Board meeting, it was made clear that several members were concerned about the number of apartments that will connect to US 64 without a second connection to the greater street network. The Fire Code restricts the number of residential units off of one access point to 200.

After the Planning Board meeting, the Fire Marshal was consulted. He requested that the connections from the apartments to the proposed Major Collector be clarified on the plans. Once the plan was updated to show multiple connections to the future Major Collector, the Fire Marshal confirmed that the proposed plan meets the

he proposed Major Collector be clarified on the plans. Once the plan was updated to show multiple connections to the future Major Collector, the Fire Marshal confirmed that the proposed plan meets the intent of the Fire Code. This is consistent with other developments that have constructed Major Collectors or Thoroughfares and proposed more than 300 residential units.

Planning staff recommends approval of Rezoning #22CZ22 Elevate 64 West PUD as proposed.

ANALYSIS STATEMENT OF THE REASONABLENESS OF THE PROPOSED REZONING: This Statement will address consistency with the Town's comprehensive and other applicable plans, reasonableness, and effect on public interest: The 2045 Land Use Map designates the site as Mixed Use: High Density Residential/Office Employment/Commercial Services. The proposed rezoning is consistent with the 2045 Land Use Map designations. The Apex Town Council has further considered that the proposed rezoning to Planned Unit Development-Conditional Zoning (PUD-CZ) will maintain the character and appearance of the area and provide the flexibility to accommodate the growth in population, economy, and infrastructure consistent with that contemplated by the 2045 Land Use Map.

The proposed rezoning is reasonable and in the public interest because it will construct portions of new Major Collector and Local Connector streets, build portions of the greenway network, add to the local housing stock, provide affordable housing units, and implement stricter environmental conditions than the UDO requires.

PLANNED UNIT DEVELOPMENT DISTRICT AND CONDITIONAL ZONING STANDARDS: Standards In return for greater flexibility in site design requirements, Planned Development (PD) Districts are expected to

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equires.

PLANNED UNIT DEVELOPMENT DISTRICT AND CONDITIONAL ZONING STANDARDS: Standards In return for greater flexibility in site design requirements, Planned Development (PD) Districts are expected to deliver exceptional quality community designs that preserve critical environmental resources; provide high quality community amenities; incorporate creative design in the layout of buildings, Resource Conservation Area and circulation; ensure compatibility with surrounding land uses and neighborhood character; provide high quality architecture; and provide greater efficiency in the layout and provision of roads, utilities, and other infrastructure. The Planned Development (PD) Districts shall not be used as a means of circumventing the Town's adopted land development regulations for routine developments.

1. Planned Unit Development (PUD-CZ) District In approving a Planned Development (PD) Zoning District designation for a PUD-CZ, the Town Council shall find the PUD-CZ district designation and PD Plan for PUD-CZ demonstrates compliance with the following standards: a) Development parameters (i) The uses proposed to be developed in the PD Plan for PUD-CZ are those uses permitted in Sec. 4.2.2 Use Table.

Page 8 of 12 Prepared by: Shelly Mayo, Planner II STAFF REPORT Rezoning #22CZ22 Elevate 64 West PUD March 28, 2023 Town Council Meeting b) c) Page 9 of 12 (ii) • APEX 1873 NORTH ROLINA The uses proposed in the PD Plan for PUD-CZ can be entirely residential, entirely nonresidential, or a mix of residential and non-residential uses, provided a minimum percentage of non-residential land area is included in certain mixed use areas as specified on the 2045 Land Use Map. The location of uses proposed by the PUD-CZ must be shown in the PD Plan

a minimum percentage of non-residential land area is included in certain mixed use areas as specified on the 2045 Land Use Map. The location of uses proposed by the PUD-CZ must be shown in the PD Plan with a maximum density for each type of residential use and a maximum square footage for each type of non-residential use.

(iii) The dimensional standards in Sec. 5.1.3 Table of Intensity and Dimensional Standards, Planned Development Districts may be varied in the PD Plan for PUD-CZ. The PUD-CZ shall demonstrate compliance with all other dimensional standards of the UDO, North Carolina Building Code, and North Carolina Fire Code.

(iv) The development proposed in the PD Plan for PUD-CZ encourages cluster and compact development to the greatest extent possible that is interrelated and linked by pedestrian ways, bikeways and other transportation systems. At a minimum, the PD Plan must show sidewalk improvements as required by the Apex Transportation Plan and the Town of Apex Standard Specifications and Standard Details, and greenway improvements as required by the Town of Apex Parks, Recreation, Greenways, and Open Space Plan and the Apex Transportation Plan. In addition, sidewalks shall be provided on both sides of all streets for single-family detached homes.

(v) The design of development in the PD Plan for PUD-CZ results in land use patterns that promote and expand opportunities for walkability, connectivity, public transportation, and an efficient compact network of streets. Cul-de-sacs shall be avoided unless the design of the subdivision and the existing or proposed street system in the surrounding area indicate that a through street is not essential in the location of the proposed cul-de-sac, or where sensitive

ign of the subdivision and the existing or proposed street system in the surrounding area indicate that a through street is not essential in the location of the proposed cul-de-sac, or where sensitive environmental areas such as streams, floodplains, and wetlands would be substantially disturbed by making road connections.

(vi) The development proposed in the PD Plan for PUD-CZ is compatible with the character of surrounding land uses and maintains and enhances the value of surrounding properties.

(vii) The development proposed in the PD Plan for PUD-CZ has architectural and design standards that are exceptional and provide higher quality than routine developments. All residential uses proposed in a PD Plan for PUD-CZ shall provide architectural elevations representative of the residential structures to be built to ensure the Standards of this Section are met.

Off-street parking and loading. The PD Plan for PUD-CZ shall demonstrate compliance with the standards of Sec. 8.3 Off-Street Parking and Loading, except that variations from these standards may be permitted if a comprehensive parking and loading plan for the PUD-CZ is submitted as part of the PD Plan that is determined to be suitable for the PUD-CZ, and generally consistent with the intent and purpose of the off-street parking and loading standards.

RCA. The PD Plan for PUD-CZ shall demonstrate compliance with Sec. 8.1.2 Resource Conservation Area, except that the percentage of RCA required under Sec. 8.1.2 may be reduced by the Town Council by no more than 10% provided that the PD Plan for PUD-CZ includes one or more of the following: (i) A non-residential component; (ii) (iii) An overall density of 7 residential units per acre or more; or Environmental measures including but not limited to the following:

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or more of the following: (i) A non-residential component; (ii) (iii) An overall density of 7 residential units per acre or more; or Environmental measures including but not limited to the following: a. The installation of a solar photovoltaic (PV) system on a certain number or percentage of single-family or townhouse lots or on a certain number or percentage of multifamily, mixed-use, or nonresidential buildings. All required solar installation shall be completed or under construction prior to 90% of the building permits being Prepared by: Shelly Mayo, Planner II STAFF REPORT Rezoning #22CZ22 Elevate 64 West PUD March 28, 2023 Town Council Meeting d) e) f) g) h) Page 10 of 12 b.

• APEX 1873 NORTH AROLINA issued for the approved number of lots or buildings. For single-family or townhouse installations, the lots on which these homes are located shall be identified on the Master Subdivision Plat, which may be amended; The installation of a geothermal system for a certain number or percentage of units within the development; or Energy efficiency standards that exceed minimum Building Code requirements (i.e.

SEER rating for HVAC).

Landscaping. The PD Plan for PUD-CZ shall demonstrate compliance with the standards of Sec. 8.2 Landscaping, Buffering and Screening, except that variations from these standards may be permitted where it is demonstrated that the proposed landscaping sufficiently buffers uses from each other, ensures compatibility with land uses on surrounding properties, creates attractive streetscapes and parking areas and is consistent with the character of the area. In no case shall a buffer be less than one half of the width required by Sec. 8.2 or 10 feet in width, whichever is greater.

tscapes and parking areas and is consistent with the character of the area. In no case shall a buffer be less than one half of the width required by Sec. 8.2 or 10 feet in width, whichever is greater.

Signs. Signage in the PD Plan for PUD-CZ shall demonstrate compliance with Sec. 8.7 Signs, except that the standards can be varied if a master signage plan is submitted for review and approval concurrent with the PD plan and is determined by the Town Council to be suitable for the PUD-CZ and generally consistent with the intent and purpose of the sign standards of the UDO. The master signage plan shall have design standards that are exceptional and provide for higher quality signs than those in routine developments and shall comply with Sec. 8.7.2 Prohibited Signs.

Public facilities. The improvements standards and guarantees applicable to the public facilities that will serve the site shall comply with Article 7: Subdivision and Article 14: Parks, Recreation, Greenways, and Open Space.

(i) (ii) The PD Plan for PUD-CZ demonstrates a safe and adequate on-site transportation circulation system. The on-site transportation circulation system shall be integrated with the off-site transportation circulation system of the Town. The PD Plan for PUD-CZ shall be consistent with the Apex Transportation Plan and the Town of Apex Standard Specifications and Standard Details and show required right-of-way widths and road sections. A Traffic Impact Analysis (TIA) shall be required per Sec. 13.19.

The PD Plan for PUD-CZ demonstrates a safe and adequate on-site system of potable water and wastewater lines that can accommodate the proposed development, and are efficiently integrated into off-site potable water and wastewater public improvement plans. The PD

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e system of potable water and wastewater lines that can accommodate the proposed development, and are efficiently integrated into off-site potable water and wastewater public improvement plans. The PD Plan shall include a proposed water and wastewater plan.

(iii) Adequate off-site facilities for potable water supply, sewage disposal, solid waste disposal, electrical supply, fire protection and roads shall be planned and programmed for the development proposed in the PD Plan for PUD-CZ, and the development is conveniently located in relation to schools and police protection services.

(iv) The PD Plan shall demonstrate compliance with the parks and recreation requirements of Sec. Article 14: Parks, Recreation, Greenways, and Open Space and Sec. 7.3.1 Privately-owned Play Lawns if there is a residential component in the PUD-CZ.

Natural resource and environmental protection. The PD Plan for PUD-CZ demonstrates compliance with the current regulatory standards of this Ordinance related to natural resource and environmental protection in Sec. 6.1 Watershed Protection Overlay District, Sec. 6.2 Flood Damage Prevention Overlay District, and Sec. 8.1 Resource Conservation.

Storm water management. The PD Plan shall demonstrate that the post-development rate of onsite storm water discharge from the entire site shall not exceed pre-development levels in accordance with Sec. 6.1.7 of the UDO.

Prepared by: Shelly Mayo, Planner II STAFF REPORT Rezoning #22CZ22 Elevate 64 West PUD March 28, 2023 Town Council Meeting i) j) k) • APEX 1873 NORTH ROLINA Phasing. The PD Plan for PUD-CZ shall include a phasing plan for the development. If development of the PUD-CZ is proposed to occur in more than one phase, then guarantees shall be provided that

OLINA Phasing. The PD Plan for PUD-CZ shall include a phasing plan for the development. If development of the PUD-CZ is proposed to occur in more than one phase, then guarantees shall be provided that project improvements and amenities that are necessary and desirable for residents of the project, or that are of benefit to the Town, are constructed with the first phase of the project, or, if this is not possible, then as early in the project as is technically feasible.

Consistency with 2045 Land Use Map. The PD Plan for PUD-CZ demonstrates consistency with the goals and policies established in the Town's 2045 Land Use.

Complies with the UDO. The PD Plan for PUD-CZ demonstrates compliance with all other relevant portions of the UDO.

Legislative Considerations The Town Council shall find the Planned Unit Development-Conditional Zoning (PUD-CZ) designation demonstrates compliance with the following standards. 2.3.3.F: The applicant shall propose site-specific standards and conditions that take into account the following considerations, which are considerations that are relevant to the legislative determination of whether or not the proposed conditional zoning district rezoning request is in the public interest. These considerations do not exclude the legislative consideration of any other factor that is relevant to the public interest.

1) Consistency with 2045 Land Use Map. The proposed Conditional Zoning (CZ) District use's appropriateness for its proposed location and consistency with the purposes, goals, objectives, and policies of the 2045 Land Use Map.

2) Compatibility. The proposed Conditional Zoning (CZ) District use's appropriateness for its proposed location and compatibility with the character of surrounding land uses.

of the 2045 Land Use Map.

2) Compatibility. The proposed Conditional Zoning (CZ) District use's appropriateness for its proposed location and compatibility with the character of surrounding land uses.

3) Zoning district supplemental standards. The proposed Conditional Zoning (CZ) District use's compliance with Sec 4.4 Supplemental Standards, if applicable.

4) Design minimizes adverse impact. The design of the proposed Conditional Zoning (CZ) District use's minimization of adverse effects, including visual impact of the proposed use on adjacent lands; and avoidance of significant adverse impacts on surrounding lands regarding trash, traffic, service delivery, parking and loading, odors, noise, glare, and vibration and not create a nuisance.

5) Design minimizes environmental impact. The proposed Conditional Zoning District use's minimization of environmental impacts and protection from significant deterioration of water and air resources, wildlife habitat, scenic resources, and other natural resources.

6) Impact on public facilities. The proposed Conditional Zoning (CZ) District use's avoidance of having adverse impacts on public facilities and services, including roads, potable water and wastewater facilities, parks, schools, police, fire and EMS facilities.

7) Health, safety, and welfare. The proposed Conditional Zoning (CZ) District use's effect on the health, safety, or welfare of the residents of the Town or its ETJ.

8) Detrimental to adjacent properties. Whether the proposed Conditional Zoning (CZ) District use is substantially detrimental to adjacent properties.

9) Not constitute nuisance or hazard. Whether the proposed Conditional Zoning (CZ) District use constitutes

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ed Conditional Zoning (CZ) District use is substantially detrimental to adjacent properties.

9) Not constitute nuisance or hazard. Whether the proposed Conditional Zoning (CZ) District use constitutes a nuisance or hazard due to traffic impact or noise, or because of the number of persons who will be using the Conditional Zoning (CZ) District use.

10) Other relevant standards of this Ordinance. Whether the proposed Conditional Zoning (CZ) District use Page 11 of 12 Prepared by: Shelly Mayo, Planner II STAFF REPORT Rezoning #22CZ22 Elevate 64 West PUD March 28, 2023 Town Council Meeting • APEX 1873 NORTH AROLINA complies with all standards imposed on it by all other applicable provisions of this Ordinance for use, layout, and general development characteristics.

Page 12 of 12 Prepared by: Shelly Mayo, Planner II APEX 1873 NORTH ROLINA TRANSPORTATION AND INFRASTRUCTURE DEVELOPMENT November 10, 2022 Dionne Brown, PE.

Davenport 4600 Marriott Drive, Suite 340 Raleigh, NC 27612 (919) 948-3289 Subject: Staff summary and comments for the Signature Apex Development TIA, 09/28/2022 Ms. Brown: Please review the following summary of my comments and recommendations. You may schedule a meeting with me and your client to discuss at your convenience.

Study Area The TIA studied access to the proposed development at the following two (2) intersections: • US Hwy 64 and Site Access 1 US Hwy 64 and Site Access 2 The following three (3) intersections were also included for analysis in the TIA study area: US Hwy 64 and New Hill Road / NC 751 US Hwy 64 and New Hill Olive Chapel Road US Hwy 64 and Pinefield Road Trip Generation The proposed development is expected to consist of 392 apartments and 34,000 square feet of

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New Hill Road / NC 751 US Hwy 64 and New Hill Olive Chapel Road US Hwy 64 and Pinefield Road Trip Generation The proposed development is expected to consist of 392 apartments and 34,000 square feet of a medical office use. The development is projected to generate approximately 109 new trips entering and 143 new trips exiting the site during the weekday A.M. peak hour and 134 new trips entering and 154 new trips exiting the site during the weekday P.M. peak hour. The development is projected to add an additional 3,176 new daily trips onto the adjacent roadway network.

TOWN OF APEX The Peak of Good Living Background traffic Background traffic consists of 3% annual background traffic growth compounded to build out year 2025, and the following three (3) background developments.

Triangle Math and Science Academy Lower School (K-8) Triangle Math and Science Academy Upper School (9-12) Legacy PUD It should be noted that the TMSA lower and upper school will have bell times staggered by at least 30 minutes. Therefore, the two school will not have simultaneous impacts on the adjacent roadway network in the AM peak hour of operations. However, for a conservative analysis the TIA considered impacts from both schools on the AM peak hour.

Trip Distribution and Assignment The trip distributions to and from the development site are as follows: • 55% to/from the east on US Hwy 64 • 25% to/from the west on US Hwy 64 • 15% to/from the north on NC 751 / New Hill Road • 5% to/from the south on New Hill Olive Chapel Road Traffic Capacity Analysis and Recommendations Level of Service (LOS) is a grade of A through F assigned to an intersection, approach, or

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Hill Road • 5% to/from the south on New Hill Olive Chapel Road Traffic Capacity Analysis and Recommendations Level of Service (LOS) is a grade of A through F assigned to an intersection, approach, or movement to describe how well or how poorly it operates. LOS A through D is considered acceptable for peak hour operation. LOS E or F describes potentially unacceptable operation and developers may be required to mitigate their anticipated traffic impact to improve LOS based on the Apex Unified Development Ordinance (UDO).

Tables 1 through 5 describe the levels of service (LOS) for the scenarios analyzed in the TIA.

"NA" is shown when the scenario does not apply. The scenarios are as follows: • Existing 2022 - Existing year 2022 traffic.

. No Build 2025 - Projected year (2025) with background traffic growth and background development.

• Build 2025 - Projected year (2025) with background traffic, and site build-out including recommended improvements where applicable.

Build 2025 Offset-T - Projected year (2025) with background traffic, and site build-out including recommended improvements where applicable, as well as NCDOT safety project that involves the reconstruction of multiple intersections to achieve an Offset-T configuration at NC 751 and New Hill Olive Chapel Road along US Hwy 64.

2 US Hwy 64 and Site Access 1 Table 1. A.M. / P.M. Unsignalized Peak Hour Levels of Service US Hwy 64 and Site Access 1 Overall Eastbound (US Hwy 64) Westbound Left (US Hwy 64) Northbound (Right-in / Right out Driveway) Build 2025 Build 2025 Offset-T NA ΝΑ NA NA D/D² D/D² F/F1 F/F1 1. Level of service for stop-controlled minor street approaches.

2. Level of service for left turn movements on free-flowing approaches TIA recommendations:

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25 Offset-T NA ΝΑ NA NA D/D² D/D² F/F1 F/F1 1. Level of service for stop-controlled minor street approaches.

2. Level of service for left turn movements on free-flowing approaches TIA recommendations: The TIA recommends construction of a stop-controlled site access driveway with rightin/right-out and left-in operations. Additionally, the TIA recommends construction of an eastbound right turn lane with 100 feet of storage and appropriate deceleration length and taper and a westbound left turn lane of 150 feet of storage and appropriate deceleration length and taper along US Hwy 64, subject to NCDOT review and approval of an access break. Site Access 1 is proposed to be constructed as a two-way, two-lane major collector roadway approximately 1,200 feet west of Pinefield Road, and approximately 2,100 feet east of New Hill Olive Chapel Road along US Hwy 64.

Apex staff recommendations: In addition to the recommendations in the TIA Apex staff recommends construction of a channelized right-out turn lane with an 810-foot acceleration lane and 240-foot taper on US Hwy 64 per AASHTO: A Policy on Geometric Design of Highways and Streets. The northbound approach of the proposed major collector roadway is projected to operate at LOS F in both peak hours with average vehicle delays approaching 90 seconds per vehicle and 95th percentile queues approaching 175 feet. The construction of a channelized right turn and an acceleration lane will mitigate congestion and delays on the major collector to LOS A and will improve the safety of the right turn maneuver onto US Hwy 64. Staff also recommend the intersection be designed to accommodate a westbound WB-40 U-turn.

3 US Hwy 64 and Site Access 2 (Right-in Only) Table 2. A.M./ P.M. Unsignalized Peak Hour Levels of Service

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4. Staff also recommend the intersection be designed to accommodate a westbound WB-40 U-turn.

3 US Hwy 64 and Site Access 2 (Right-in Only) Table 2. A.M./ P.M. Unsignalized Peak Hour Levels of Service US Hwy 64 and Site Access 2 Overall Eastbound (US Hwy 64) Build 2025 Build 2025 Offset-T NA ΝΑ ΝΑ ΝΑ TIA recommendations: The TIA recommends construction of Site Access 2 as a right-in only, with a single lane of ingress. Additionally, the TIA recommends construction of an eastbound right turn lane with 100 feet of storage and appropriate deceleration length and taper. Since Site Access 2 is a right-in only, there are no delays and level of service metrics associated with the movement.

Apex staff recommendations: Apex staff does not recommend an access point (right-in only) at this location. Site Access 2 is proposed too close to the intersection of Pinefield Road (within the start of the left turn taper) and would conflict with the acceleration lane recommended for Site Access 1, which causes safety concerns on US Hwy 64. Additionally, consolidating access along US Hwy 64 to a single point of ingress and egress at Site Access 1 better aligns with the long-term vision for the corridor based on the US 64 Corridor Study Wake and Chatham Counties.

4 Existing 2022 US 64 at New Hill Road/NC 751 Table 3. A.M. / P.M. Signalized Peak Hour Levels of Service US Hwy 64 and New Hill Road/NC 751 Build 2025 Offset-T No Build Build 2025 2025 Overall D/D F/F F/F F/F Eastbound (US Hwy 64) C/C D/D D/D B/B Westbound (US Hwy 64) C/C F/E F/F F/F Northbound (New Hill Road) F/F F/F F/F ΝΑ Southbound (NC 751) D/D E/E E/E E/F TIA recommendations: The TIA recommends no improvements at this intersection. The TIA recognizes that the

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C/C F/E F/F F/F Northbound (New Hill Road) F/F F/F F/F ΝΑ Southbound (NC 751) D/D E/E E/E E/F TIA recommendations: The TIA recommends no improvements at this intersection. The TIA recognizes that the intersection will operate at LOS F in both the No Build and the two Build scenarios.

However, the TIA indicates that the deterioration in the level of service at this intersection is the result of the Triangle Math and Science Academies development.

It should also be noted that the TIA assumed that both the Upper and Lower TMSA schools will have an impact on both peak hours. However, the school PM peak hour does not correspond with the roadway PM peak hour as the K-12 schools will be let out between 2PM-4PM. Also, school operations are planned to be staggered by at least 30 minutes in the AM peak hour, therefore assuming that both the TMSA schools will impact the intersection simultaneously in the AM peak is conservative.

Apex staff recommendations: Apex staff concurs with the recommendations in the TIA. The development is not projected to add more than 5% to the overall traffic of the intersection, and no more than 10% to any single movement. Per the UDO Section 13.19, the development is not responsible for any improvements at this intersection.

It should be noted that an adjacent development currently in review with Apex staff (Apex Gateway) has recommended improvements that will partially mitigate congestion, as well as safety issues at this intersection. Additionally, Apex staff is in coordination with NCDOT about the possibility of the Offset-T roadway re-configuration at this intersection. Coordination is on-going with consideration to improving safety and operations.

5 US Hwy 64 and New Hill Olive Chapel Road Table 4. A.M. / P.M. Peak Hour Levels of Service

ration at this intersection. Coordination is on-going with consideration to improving safety and operations.

5 US Hwy 64 and New Hill Olive Chapel Road Table 4. A.M. / P.M. Peak Hour Levels of Service US Hwy 64 and New Hill Olive Chapel Road Unsignalized Existing Signalized No Build Build 2025 Build 2025 2022 2025 Offset - T Overall NA D/C D/C D/C Eastbound (US Hwy 64) NA D/D D/D C/C Westbound Left (US Hwy 64) ΝΑ C/C E/E B/B Northbound (New Hill Olive C/C1 F/E F/E D/D Chapel Road) 1. Level of service for stop-controlled minor street approaches.

TIA recommendations: • The TIA recommends no improvements at this intersection. The TIA recognizes that some approaches and movements at the intersection will operate at LOS E or LOS F in both the No Build and the two Build scenarios. However, the TIA indicates that the deterioration in the level of service at this intersection is the result of the Triangle Math and Science Academies development.

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han 5% to the overall traffic of the intersection, and no more than 10% to any single movement. Per the UDO Section 13.19, the development is not responsible for any improvements at this intersection.

It should be noted that Apex staff is in coordination with NCDOT about the possibility of the Offset-T roadway re-configuration at this intersection. Coordination is on-going with consideration to improving safety and operations.

00 6 US Hwy 64 and Pinefield Road Table 5. A.M. / P.M. Unsignalized Peak Hour Levels of Service US Hwy 64 and Pinefield Road Existing No Build Build 2025 2022 2025 Build 2025 Offset - T Overall ΝΑ ΝΑ ΝΑ ΝΑ Eastbound (US Hwy 64) B/C² F/F² F/F² F/F² Westbound (US Hwy 64) A/D² A/F² A/F² A/F² Southbound (Pinefield Road) E/F¹ F/F¹ C/C¹ C/C¹ 1. Level of service for stop-controlled minor street approaches.

2. Level of service for left turn movements on free-flowing approaches TIA recommendations: • The TIA recommends no improvements at this intersection.

Apex staff recommendations: Apex staff recommends construction of safety improvements at this intersection by the developer, subject to NCDOT review and approval. Staff recommends widening the intersection to install a concrete median diverter island between the westbound U-turn lane and the eastbound left turn/U-turn lane on US Hwy 64. This will reduce the chances of head-on collisions. Additionally, this will restrict southbound left turn movements across US Hwy 64 from Pinefield Drive. Since the development is proposing to construct a left-over at Site Access 1 further to the west, the development will provide a U-turn opportunity for the left turning traffic out of Pinefield Road. This Uturn opportunity removes the need for vehicular conflicts associated with the potentially

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the development will provide a U-turn opportunity for the left turning traffic out of Pinefield Road. This Uturn opportunity removes the need for vehicular conflicts associated with the potentially unsafe left turn crossing maneuver at this location.

The development is projected to increase the traffic demand on the eastbound left turn movement by more than 10% of no build conditions and impact the left turn queues. 95th percentile queues are projected to increase to approximately 250 ft in the PM peak hour which reaches the capacity limits of the left turn storage lane at this intersection, warranting improvements per UDO section 13.19. It is unlikely that a traffic signal will be warranted at this location based on traffic volumes.

7 Please coordinate with the NCDOT District Engineer's Office concerning any recommendations on NCDOT facilities. Town staff will be available for meetings to discuss improvements on Town maintained roadways as needed.

Sincerely, Jump fortale Serge Grebenschikov, PE Traffic Engineer 919-372-7448 8 64 Triangle Math and Science Academy November 2022 October 2022 Aerial Photography Prepared by: Town of Apex Planning Department Two Pond Ln Deer Creek Antler View Dr.

Chestnut Bluff Run US 64 Hwy W Pin Hattie Rd Refield Rd Lawson Ln 0 64 49 Rezoning #22CZ22 500 Feet 1,000 PLANNED UNIT DEVELOPMENT APPLICATION This document is a public record under the North Carolina Public Records Act and may be published on the Town's website or disclosed to third parties.

Application #: Fee Paid 22CZ22 $ Submittal Date: Check # 10/03/2022 Elevate 64 West PETITION TO AMEND THE OFFICIAL ZONING DISTRICT MAP Project Name: Address(es): 3805 & 3809 US Hwy 64 PIN(s) 0712-84-2430, 0712-74-9870 Current Zoning: RR Current 2045 LUM Designation: Proposed Zoning: Acreage:

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TO AMEND THE OFFICIAL ZONING DISTRICT MAP Project Name: Address(es): 3805 & 3809 US Hwy 64 PIN(s) 0712-84-2430, 0712-74-9870 Current Zoning: RR Current 2045 LUM Designation: Proposed Zoning: Acreage: +/- 35.15 PUD-CZ Office Employment, Commercial Services, High Density Residential Is the proposed rezoning consistent with the 2045 LUM Classification(s)?

Yes No If any portion of the project is shown as mixed use (3 or more stripes on the 2045 Land Use Map) provide the following: 35.15 Area classified as mixed use: Acreage: Area proposed as non-residential development: Acreage: 10.545 Percent of mixed use area proposed as non-residential: Percent: 30% Applicant Information Name: FA Develop, LLC Address: 530 Eugene Court City: Greensboro State: NC Zip: 27401 Phone: 336.294.9199 E-mail: [email protected] Owner Information Name: Louvenia Ann S Goodwin Address: 3809 US 64 Hwy W City: Apex Phone: 919-781-7074 State: NC Zip: 27523 E-mail: Agent Information Name: CE Group - Joe Faulkner Address: City: 301 Glenwood Ave, Suite 220 Raleigh Phone: (919) 606-7703 State: NC Zip: 27603 E-mail: [email protected] Other contacts: Page 3 of 18 Planned Unit Development - Conditional Zoning Application Last Updated: February 14, 2022 PLANNED UNIT DEVELOPMENT APPLICATION Application #: 22CZ22 Submittal Date: 10/03/2022 PLANNED UNIT DEVELOPMENT DISTRICT STANDARDS: In return for greater flexibility in site design requirements, Planned Development (PD) Districts are expected to deliver exceptional quality community designs that preserve critical environmental resources; provide high quality community amenities; incorporate creative design in the layout of buildings, Resource Conservation Area and circulation; ensure

gns that preserve critical environmental resources; provide high quality community amenities; incorporate creative design in the layout of buildings, Resource Conservation Area and circulation; ensure compatibility with surrounding land uses and neighborhood character; provide high quality architecture; and provide greater efficiency in the layout and provision of roads, utilities, and other infrastructure. The Planned Development (PD) Districts shall not be used as a means of circumventing the Town's adopted land development regulations for routine developments. The PD text and plan should demonstrate how the standards of Sec. 2.3.4.F are met be the proposed rezoning.

LEGISLATIVE CONSIDERATIONS - CONDITIONAL ZONING The applicant shall propose site-specific standards and conditions that take into account the following considerations, which are considerations that are relevant to the legislative determination of whether or not the proposed conditional zoning district rezoning request is in the public interest. These considerations do not exclude the legislative consideration of any other factor that is relevant to the public interest. Use additional pages as needed.

The 2045 Land Use Map designates this site for High Density Residential, Office Employment, and/or Commercial Services. The proposed use of 392 apartment units and 34,000 SF of commercial space is consistent with the 2045 Land Use Map.

2) Compatibility. The proposed Conditional Zoning (CZ) District use's appropriateness for its proposed location and

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nt units and 34,000 SF of commercial space is consistent with the 2045 Land Use Map.

2) Compatibility. The proposed Conditional Zoning (CZ) District use's appropriateness for its proposed location and compatibility with the character of surrounding land uses.

Apex has designated the Highway 64 frontage for mixed use including high density residential. Adjoining or nearby sites have already been rezoned for townhomes, apartments, schools, and commercial uses which are under construction or completed.

3) Zoning district supplemental standards. The proposed Conditional Zoning (CZ) District use's compliance with Sec 4.4 Supplemental Standards, if applicable.

The proposed CZ District will comply with Section 4.4's supplemental standards.

Page 4 of 18 Planned Unit Development - Conditional Zoning Application Last Updated: February 14, 2022 22CZ22 PETITION PROCESS INFORMATION 10/03/2022 4) Design minimizes adverse impact. The design of the proposed Conditional Zoning (CZ) District use's minimization of adverse effects, including visual impact of the proposed use on adjacent lands; and avoidance of significant adverse impacts on surrounding lands regarding trash, traffic, service delivery, parking and loading, odors, noise, glare, and vibration and not create a nuisance.

See attached Exhibit A for a discussion of proposed zoning conditions that will minimize any potential adverse effects. The proposed use will not generate excessive or unusual trash, traffic, or other nuisances.

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l Zoning District use's minimization of environmental impacts and protection from significant deterioration of water and air resources, wildlife habitat, scenic resources, and other natural resources.

Please see attached Exhibit B, with recommendations of the Environmental Advisory Board and the Applicant's proposed zoning conditions to accommodate these recommendations.

The proposed uses are not likely to have any adverse impact on public facilities or services and are consistent with the Apex 2045 land use plan. Applicant has obtained a preliminary Traffic Impact Study indicating no adverse impact on roads.

7) Health, safety, and welfare. The proposed Conditional Zoning (CZ) District use's effect on the health, safety, or welfare of the residents of the Town or its ETJ.

The proposed uses will expand housing options for Apex residents, as well as extend a segment of greenway. The proposed development will include construction of a 12" water main on the frontage of Hwy 64 per Apex long-term infrastructure plan.

8) Detrimental to adjacent properties. Whether the proposed Conditional Zoning (CZ) District use is substantially detrimental to adjacent properties.

The proposed uses will not be detrimental to adjacent properties. On the contrary, the construction of new road, water, and sewer infrastructure in this development will benefit adjacent properties and increase their value.

Page 5 of 18 Planned Unit Development - Conditional Zoning Application Last Updated: February 14, 2022 22CZ22

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rastructure in this development will benefit adjacent properties and increase their value.

Page 5 of 18 Planned Unit Development - Conditional Zoning Application Last Updated: February 14, 2022 22CZ22 PETITION PROCESS INFORMATION 10/03/2022 9) Not constitute nuisance or hazard. Whether the proposed Conditional Zoning (CZ) District use constitutes a nuisance or hazard due to traffic impact or noise, or because of the number of persons who will be using the Conditional Zoning (CZ) District use.

The proposed uses will not constitute a nuisance or hazard due to traffic, noise, or population.

The preliminary TIA demonstrates a no adverse impact on traffic, and the proposed use is consistent with the Apex 2045 Land Use Plan.

10) Other relevant standards of this Ordinance. Whether the proposed Conditional Zoning (CZ) District use complies with all standards imposed on it by all other applicable provisions of this Ordinance for use, layout, and general development characteristics.

The applicant will seek site plan review from Apex staff to create a development that meets or exceeds the requirements of the UDO.

Page 6 of 18 Planned Unit Development - Conditional Zoning Application Last Updated: February 14, 2022 DEVELOPMENT Name ApproVAL APPLICATION Application #: 22CZ22 Fee for Initial Submittal: No Charge Purpose Submittal Date: 10/03/2022 Fee for Name Change after Approval: $500* To provide a consistent and clearly stated procedure for the naming of subdivisions and/or developments and entrance roadways (in conjunction with Town of Apex Address Policy) so as to allow developers to define and associate the theme or aesthetics of their project(s) while maintaining the Town's commitment to preserving

ys (in conjunction with Town of Apex Address Policy) so as to allow developers to define and associate the theme or aesthetics of their project(s) while maintaining the Town's commitment to preserving the quality of life and safety for all residents of Apex proper and extraterritorial jurisdiction.

Guidelines The subdivision/development name shall not duplicate, resemble, or present confusion with an existing subdivision/development within Apex corporate limits or extraterritorial jurisdiction except for the extension of an existing subdivision/development of similar or same name that shares a continuous roadway.

The subdivision/development name shall not resemble an existing street name within Apex corporate limits or extraterritorial jurisdiction unless the roadway is a part of the subdivision/development or provides access to the main entrance.

The entrance roadway of a proposed subdivision/development shall contain the name of the subdivision/development where this name does not conflict with the Town of Apex Road Name Approval Application and Town of Apex Address Policy guidelines.

✓ The name "Apex” shall be excluded from any new subdivision/development name.

Descriptive words that are commonly used by existing developments will be scrutinized more seriously in order to limit confusion and encourage distinctiveness. A list of commonly used descriptive words in Apex's jurisdiction is found below.

The proposed subdivision/development name must be requested, reviewed and approved during preliminary review by the Town.

✓ A $500.00 fee will be assessed to the developer if a subdivision/development name change is requested after official submittal of the project to the Town.*

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ved during preliminary review by the Town.

✓ A $500.00 fee will be assessed to the developer if a subdivision/development name change is requested after official submittal of the project to the Town.* *The imposed fee offsets the cost of administrative changes required to alleviate any confusion for the applicant, Planning staff, other Town departments, decision-making bodies, concerned utility companies and other interested parties. There is no charge for the initial name submittal.

Existing Development Titles, Recurring 10 or more 6 to 9 3 to 5 Residential Creek, Farm(s), Village(s), Crossing(s), Park, Ridge, Wood(s) Acres, Estates, Glen(s), Green*, Hills *excludes names with Green Level Non-Residential Center/Centre Commons, Park Crossing(s), Plaza, Station, Village(s) Page 7 of 18 Planned Unit Development - Conditional Zoning Application Last Updated: June 13, 2016 DEVELOPMENT Name ApproVAL APPLICATION Application #: 22CZ22 Submittal Date: 10/03/2022 Proposed Subdivision/Development Information Description of location: 3809 Highway 64 West Nearest intersecting roads: New Hill Olive Chapel Road to the west, Lawson Lane (private), to the east.

Wake County PIN(s): 0712-84-2430, 0712-74-9870 Township: White Oak Contact Information (as appropriate) Contact person: Craig Taylor Phone number: 336.294.9199 Fax number: Address: 530 Eugene Court, Greensboro NC 27401 E-mail address: [email protected] Owner: Louvenia Ann S Goodwin Phone number: 919-781-7074 Address: 3809 US 64 Hwy W, Apex NC 27523 E-mail address: Fax number: Proposed Subdivision/Development Name 1st Choice: Elevate 64 West 2nd Choice (Optional): Town of Apex Staff Approval: Town of Apex Planning Department Staff Date Page 8 of 18 Planned Unit Development - Conditional Zoning Application

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Name 1st Choice: Elevate 64 West 2nd Choice (Optional): Town of Apex Staff Approval: Town of Apex Planning Department Staff Date Page 8 of 18 Planned Unit Development - Conditional Zoning Application Last Updated: June 13, 2016 TOWN OF APEX UTILITIES OFFER AND AGREEMENT Application #: 22CZ22 Submittal Date: 10/03/2022 Town of Apex 73 Hunter Street P.O. Box 250 Apex, NC 27502 919-249-3400 WAKE COUNTY, NORTH CAROLINA CUSTOMER SELECTION AGREEMENT (the "Premises") The Town of Apex offers to provide you with electric utilities on the terms described in this Offer & Agreement. If you accept the Town's offer, please fill in the blanks on this form and sign and we will have an Agreement once signed by the Town.

the undersigned customer ("Customer") hereby irrevocably chooses and selects the Town of Apex (the "Town") as the permanent electric supplier for the Premises. Permanent service to the Premises will be preceded by temporary service if needed.

The sale, delivery, and use of electric power by Customer at the Premises shall be subject to, and in accordance with, all the terms and conditions of the Town's service regulations, policies, procedures and the Code of Ordinances of the Town.

Customer understands that the Town, based upon this Agreement, will take action and expend funds to provide the requested service. By signing this Agreement the undersigned signifies that he or she has the authority to select the electric service provider, for both permanent and temporary power, for the Premises identified above.

Any additional terms and conditions to this Agreement are attached as Appendix 1. If no appendix is attached this Agreement constitutes the entire agreement of the parties.

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Premises identified above.

Any additional terms and conditions to this Agreement are attached as Appendix 1. If no appendix is attached this Agreement constitutes the entire agreement of the parties.

Acceptance of this Agreement by the Town constitutes a binding contract to purchase and sell electric power.

Please note that under North Carolina General Statute §160A-332, you may be entitled to choose another electric supplier for the Premises.

Upon acceptance of this Agreement, the Town of Apex Electric Utilities Division will be pleased to provide electric service to the Premises and looks forward to working with you and the owner(s).

ACCEPTED: CUSTOMER: TOWN OF APEX BY: BY: Authorized Agent DATE: DATE: Authorized Agent Page 9 of 18 Planned Unit Development - Conditional Zoning Application Last Updated: June 13, 2016 AGENT AUTHORIZATION FORM Application #: 22CZ22 Submittal Date: 10/03/2022 Louvenia Ann S. Goodwin application is being submitted: ☑ is the owner of the property for which the attached Rezoning: For Conditional Zoning and Planned Development rezoning applications, this authorization includes express consent to zoning conditions that are agreed to by the Agent which will apply if the application is approved.

Site Plan Subdivision Variance Other: The property address is: The agent for this project is: Agent Name: Address: 3805 & 3809 US Hwy 64 West, Apex NC FA Develop, LLC I am the owner of the property and will be acting as my own agent Telephone Number: E-Mail Address: FA Develop, LLC 530 Eugene Ct, Greensboro NC 27401 336.294.9199 [email protected] Signature(s) of Owner(s)* X Laneric And S. Goodw Louvenia Ann S Goodwin October 2, 2012 Type or print name Date Type or print name Date Attach additional sheets if there are additional owners.

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oup.com Signature(s) of Owner(s)* X Laneric And S. Goodw Louvenia Ann S Goodwin October 2, 2012 Type or print name Date Type or print name Date Attach additional sheets if there are additional owners.

*Owner of record as shown on the latest equalized assessment rolls of Wake County. An option to purchase does not constitute ownership. If ownership has been recently transferred, a copy of the deed must accompany this authorization.

Pursuant to Article 40 of Chapter 66 of the North Carolina General Statutes (the Uniform Electronic Transactions Act) this application and all documents related hereto containing an electronic or digitized signature are legally binding in the same manner as are hard copy documents executed by hand signature. The parties hereby consent to use electronic or digitized signatures in accordance with the Town's Electronic Signature Policy and intend to be bound by the application and any related documents. If electronic signatures are used the application shall be delivered in an electronic record capable of retention by the recipient at the time of receipt.

Page 10 of 18 Planned Unit Development - Conditional Zoning Application Last Updated: July 14, 2021 AFFIDAVIT OF OWNERSHIP Application #: 22CZ22 Submittal Date: 10/03/2022 The undersigned, FA Develop, LLC swears or affirms as follows: 1.

(the "Affiant") first being duly sworn, hereby Affiant is over eighteen (18) years of age and authorized to make this Affidavit. The Affiant is the sole owner, or is the authorized agent of all owners, of the property located at and legally described in Exhibit "A" attached hereto and 3805&3809 US Hwy 64 West, Apex NC incorporated herein (the "Property").

r, or is the authorized agent of all owners, of the property located at and legally described in Exhibit "A" attached hereto and 3805&3809 US Hwy 64 West, Apex NC incorporated herein (the "Property").

This Affidavit of Ownership is made for the purpose of filing an application for development approval with the Town of Apex.

If Affiant is the owner of the Property, Affiant acquired ownership by deed, dated and recorded in the Wake County Register of Deeds Office on in Book Page 4.

If Affiant is the authorized agent of the owner(s) of the Property, Affiant possesses documentation indicating the agency relationship granting the Affiant the authority to apply for development approval on behalf of the owner(s).

If Affiant is the owner of the Property, from the time Affiant was deeded the Property on Affiant has claimed sole ownership of the Property. Affiant or Affiant's predecessors in interest have been in sole and undisturbed possession and use of the property during the period of ownership. Since taking possession of the Property on no one has questioned Affiant's ownership or right to possession nor demanded any rents or profits. To Affiant's knowledge, no claim or action has been brought against Affiant (if Affiant is the owner), or against owner(s) (if Affiant is acting as an authorized agent for owner(s)), which questions title or right to possession of the property, nor is any claim or action pending against Affiant or owner(s) in court regarding possession of the Property.

This the 3d day of October 2022 2/17 VP - FA Develop, LLC- Craig Taylor (seal) Type or print name STATE OF NORTH CAROLINA COUNTY OF Guilford I, the undersigned, a Notary Public in and for the County of Guilford hereby certify that

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2 2/17 VP - FA Develop, LLC- Craig Taylor (seal) Type or print name STATE OF NORTH CAROLINA COUNTY OF Guilford I, the undersigned, a Notary Public in and for the County of Guilford hereby certify that Craig A. Taylor, Affiant, personally known to me or known to me by said Affiant's presentation of personally appeared before me this day and acknowledged the said Affiant's due and voluntary execution of the foregoing Affidavit.

Page 11 of 18 Erika K. Larson NOTARY PUBLIC Davidson County, NC My Commission Expires April 06, 2026 Notary Public State of North Carolina My Commission Expires: 4-4-24 Planned Unit Development - Conditional Zoning Application Last Updated: August 30, 2019 AFFIDAVIT OF OWNERSHIP: Exhibit A – LEGAL DESCRIPTION Application #: 22CZ22 Submittal Date: 10/03/2022 Insert legal description below.

Being all of Wake County parcel number 0712749870 and 0712842430 as described in deed book (D.B.) 18884 page (Pg.) 1101 and book of maps (B.M.) 1987 Pg. 493, recorded in the Wake County Register of Deeds and being more particularly bounded and described as follows: Beginning at a 1/2” iron pipe, said pipe being the Northwest corner of Mabopane Foundation as described in D.B. 17693 Pg. 551 and on the Southern right of way (R/W) of U.S. HWY 64, thence following the Southern R/W of U.S. HWY 64 for the following courses and distances N 82°56'01" E a distance of 583.30' to THE TRUE POINT OF BEGINNING, a 1/2" iron pipe, being the Northeast corner of said Mabopane Foundation; thence N 82°56'01" E a distance of 1432.12' to a 5/8" rebar, the Northwest corner of Clara's Legacy, LLC as described in D.B.

18483 Pg. 1288; thence with the Western lines of said Clara's Legacy, LLC and Gaylene W.

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'01" E a distance of 1432.12' to a 5/8" rebar, the Northwest corner of Clara's Legacy, LLC as described in D.B.

18483 Pg. 1288; thence with the Western lines of said Clara's Legacy, LLC and Gaylene W.

Goodwin as described in D.B. 12-E Pg. 3228 S 00°38'48" W a distance of 1323.37' to a 1" iron pipe, the Northeast corner of Seagroves Family, LLC as described in D.B. 14213 Pg.

2028, passing a 1" iron pipe at a distance of 528.04' and a 1/2" iron pipe at a distance of 865.27'; thence with the Northern line of said Seagroves Family, LLC N 89°57'28" W a distance of 1002.06' to a 1/2" iron pipe, the Northwest corner of said Seagroves Family, LLC and on the Eastern line of Deer Creek Owners Association, as described om D.B. 19016 Pg.

2557, passing a 1/2" iron pipe at a distance of 687.31'; thence with the Eastern line of said Deer Creek Owners Association for the following courses and distances N 03°21'09" E a distance of 195.23' to a 1/2" iron pipe; thence N 29°30'01" W a distance of 573.36' to a 1/2" iron pipe; thence N 86°51'40" W a distance of 149.09' to a 1/2” iron pipe, on the Northern line of said Deer Creek Owners Association and the Southeast corner of said Mabopane Foundation; thence following the Eastern line of said an area of 35.15 acres, more or less.

Page 12 of 18 Planned Unit Development - Conditional Zoning Application Last Updated: August 30, 2019 Company Name Company Phone Number Developer Representative Name Developer Representative Phone Number Developer Representative Email Date of Application for Subdivision City, Town or Wake County Jurisdiction Name of Subdivision Developer Company Information FA Develop, LLC 336.294.9199 Craig Taylor 336.294.9199

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Representative Email Date of Application for Subdivision City, Town or Wake County Jurisdiction Name of Subdivision Developer Company Information FA Develop, LLC 336.294.9199 Craig Taylor 336.294.9199 [email protected] New Residential Subdivision Information Address of Subdivision (if unknown enter nearest cross streets) REID(s) PIN(s) Apex Elevate 64 3805 US Hwy 64 W 0712-84-2430, 0712-74-9870 Please complete each section of this form and submit with your application.

Town of Apex staff will enter this information into the online WCPSS form.

Please send any questions about this form to: [email protected] Total # of Unit Type Units Single Family Townhomes Subdivision Completion Date Subdivision Projected First Occupancy Date Projected Dates Information October 2025 July 2024 Lot by Lot Development Information Senior Living Studio 1 Bedroom Condos Apartments 392 200 192 Other Page 13 of 18 2 Bedroom 3 Bedroom 4 Bedroom Square Foot Range Price Range Anticipated Completion Units & Dates Min Max Low High Year # Units Year # Units Year # Units Planned Unit Development - Conditional Zoning Application 2024 224 2025 NOTICE OF NEIGHBORHOOD MEETING This document is a public record under the North Carolina Public Records Act and may be published on the Town's website or disclosed to third parties.

9/14/2022 Date Dear Neighbor: You are invited to a neighborhood meeting to review and discuss the development proposal at 3805 US 64 Hwy West 3809 US 64 Hwy West Address(es) 0712842430 0712749870 PIN(S) in accordance with the Town of Apex Neighborhood Meeting procedures. This meeting is intended to be a way for the applicant to discuss the project and review the proposed plans with adjacent neighbors and

ccordance with the Town of Apex Neighborhood Meeting procedures. This meeting is intended to be a way for the applicant to discuss the project and review the proposed plans with adjacent neighbors and neighborhood organizations before the submittal of an application to the Town. This provides neighbors an opportunity to raise questions and discuss any concerns about the impacts of the project before it is officially submitted. If you are unable to attend, please refer to the Project Contact Information page for ways to contact the applicant. Notified neighbors may request that the applicant provide updates and send plans via email or mail. Once an application has been submitted to the Town, it may be tracked using the Interactive Development Map or the Apex Development Report located on the Town of Apex website at http://www.apexnc.org/180.

A Neighborhood Meeting is required because this project includes (check all that apply): Application Type ☑ Rezoning (including Planned Unit Development) Major Site Plan Proposed Transportation Plan Amendments are associated ㅁ Minor Site Plan for the uses "Day care facility", "Government service", "School, public or private", "Restaurant, drive-through", or "Convenience store with gas sales" Special Use Permit Approving Authority Town Council Technical Review Committee (staff) Technical Review Committee (staff) Board of Adjustment (QJPH*) Technical Review Committee (staff) ☐ Residential Master Subdivision Plan (excludes exempt subdivisions) *Quasi-Judicial Public Hearing: The Board of Adjustment cannot discuss the project prior to the public hearing.

The following is a description of the proposal (also see attached map(s) and/or plan sheet(s)): 392 Multifamily apartments and 34,000sq feet of Commercial Office Space

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ect prior to the public hearing.

The following is a description of the proposal (also see attached map(s) and/or plan sheet(s)): 392 Multifamily apartments and 34,000sq feet of Commercial Office Space Estimated submittal date: October 3, 2022 MEETING INFORMATION: Property Owner(s) name(s): Louvenia Ann S. Goodwin Applicant(s): FA Develop, LLC Contact information (email/phone): [email protected]/(336)294-9199 Meeting Address: Welcome: 5:00-5:10 See attached September 29/5:00 to 7:00 Project Presentation: 5:10-6:00 Question & Answer: 6:00-7:00 holidays). If you have questions about the general process for this application, please contact the Planning Department at 919-249-3426. You may also find information about the Apex Planning Department and on-going planning efforts at http://www.apexnc.org/180.

Page 4 of 10 Neighborhood Meeting Instruction Packet & Affidavit Last Updated: August 31, 2022 PROJECT CONTACT INFORMATION This document is a public record under the North Carolina Public Records Act and may be published on the Town's website or disclosed to third parties.

Development Contacts: Project Name: Elevate Apex Location: 3805/3809 US 64 Highway West Property PIN(s): 0712842430_0712749870 Acreage/Square Feet: = Zoning: Ex. RR / Prop. = PUD-CZ +/- 35.15 Acres Property Owner: Louvenia Ann S. Goodwin Address: 3809 US Highway 64 West City: Apex State: NC Zip: 27563 Phone: 919-781-7074 Email: Developer: FA Develop, LLC Address: 530 Eugene Ct.

City: Greensboro State: NC Zip: 27401 Phone: (336) 294-9199 Fax: Email: [email protected] Engineer: CE Group Address: 301 Glenwood Ave, Suite 220 City: Raleigh

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Address: 530 Eugene Ct.

City: Greensboro State: NC Zip: 27401 Phone: (336) 294-9199 Fax: Email: [email protected] Engineer: CE Group Address: 301 Glenwood Ave, Suite 220 City: Raleigh Phone: (919) 606-7703 Fax: Builder (if known): Signature Development Group Address: 530 Eugene Ct.

City: Greensboro Phone: (336) 294-9199 Fax: State: NC Zip: 27603 Email: [email protected] State: NC Zip: 27401 Email: Please note that Town staff will not have complete information about a proposed development until the application is submitted for review. If you have a question about Town development standards and how they relate to the proposed development, please contact the appropriate staff person listed below.

Town of Apex Department Contacts Planning Department Main Number (Provide development name or location to be routed to correct planner) (919) 249-3426 Parks, Recreation & Cultural Resources Department Angela Reincke, Parks and Greenways Planner (919) 249-7468 Public Works - Transportation Russell Dalton, Traffic Engineering Manager (919) 249-3358 Water Resources Department Jessica Bolin, Environmental Engineering Manager (Stormwater, Sedimentation & (919) 249-3537 Erosion Control) James Gregg, Utility Engineering Manager (Water & Sewer) (919) 249-3324 Electric Utilities Division Rodney Smith, Electric Technical Services Manager (919) 249-3342 Page 5 of 10 Neighborhood Meeting Instruction Packet & Affidavit Last Updated: August 31, 2022 Providing Input to Town Council: Each Town Council meeting agenda includes a Public Forum time when anyone is permitted to speak for three (3) minutes on any topic with the exception of items listed as Public Hearings for that meeting. The

own Council meeting agenda includes a Public Forum time when anyone is permitted to speak for three (3) minutes on any topic with the exception of items listed as Public Hearings for that meeting. The Town Council meets on the 2nd and 4th Tuesdays of each month at 6:00 p.m. (except for holidays, see schedule of meetings at http://www.apexnc.org/838/Agendas-Minutes). You may also contact Town Council by e-mail at [email protected].

Private Agreements and Easement Negotiation: The Town of Apex cannot enforce private agreements between developers and neighbors and is not a party to the easement and right-of-way negotiation that occurs between developers and neighboring property owners for easements or rights-of-way that are necessary to build the project.

It is recommended that all private agreements be made in writing and that if a property owner feels it necessary, they should obtain private legal counsel in order to protect their interests in both private agreements and during easement negotiations. The only conditions that the Town of Apex can enforce are those conditions that are made a part of the conditional zoning of the property by agreement of the developer and the Town.

As an example, if a developer offers to build a fence for a neighbor to mitigate some impact, the Town can only enforce the construction of the fence if the fence becomes a condition of the rezoning. This would occur by the developer offering the condition as part of their conditional zoning application package or at the Town Council public hearing on the conditional zoning and the Town accepting it as a condition. Private agreements regarding a fence being constructed will not be enforced by the Town.

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ckage or at the Town Council public hearing on the conditional zoning and the Town accepting it as a condition. Private agreements regarding a fence being constructed will not be enforced by the Town.

To request that any agreement with a developer is made a part of the conditional zoning at the time of approval, you may ask at the Town Council public hearing if the agreement is included in the conditions. If it is not, you may request that the Town Council not approve the rezoning without the agreement being included in the conditions (note that it is up to Town Council whether to approve or deny the rezoning but they cannot impose conditions that the applicant does not agree to add). The developer's proposed conditions can be viewed any time after a rezoning is submitted on the Interactive Development Map at: http://apexnc.maps.arcgis.com/apps/OnePane/basicviewer/index.html?appid=fa9ba2017b784030b15ef4d a27d9e795 Documentation: Neighbors to a requested new development and/or rezoning are strongly encouraged to fully document (such as through dated photographs) the condition of their property before any work is initiated for the new development. Stormwater controls installed on developed property are not designed to and will likely not remove 100% of the soil particles transported by stormwater runoff. As a result, creeks and ponds could become cloudy for a period of time after rain events.

Page 6 of 10 Neighborhood Meeting Instruction Packet & Affidavit Last Updated: August 31, 2022 COMMON CONSTRUCTION ISSUES & WHO TO CALL This document is a public record under the North Carolina Public Records Act and may be published on the Town's website or disclosed to third parties.

Noise & Hours of Construction: Non-Emergency Police 919-362-8661

s a public record under the North Carolina Public Records Act and may be published on the Town's website or disclosed to third parties.

Noise & Hours of Construction: Non-Emergency Police 919-362-8661 Noise from tree removal, grading, excavating, paving, and building structures is a routine part of the construction process. The Town generally limits construction hours from 7:00 a.m. to 8:30 p.m. so that there are quiet times even during the construction process. Note that construction outside of these hours is allowed with special permission from the Town when it makes more sense to have the construction occur at night, often to avoid traffic issues. In addition, the Town limits hours of blasting rock to Monday through Friday from 8:00 a.m. to 5:00 p.m. Report violations of construction hours and other noise complaints to the Non-Emergency Police phone number at 919-362-8661.

Construction Traffic: James Misciagno 919-372-7470 Construction truck traffic will be heavy throughout the development process, including but not limited to removal of trees from site, loads of dirt coming in and/or out of the site, construction materials such as brick and wood brought to the site, asphalt and concrete trucks come in to pave, etc. The Town requires a construction entrance that is graveled to try to prevent as much dirt from leaving the site as possible. If dirt does get into the road, the Town can require they clean the street (see “Dirt in the Road" below).

Road Damage & Traffic Control: Water Resources – Infrastructure Inspections 919-362-8166 There can be issues with roadway damage, roadway improvements, and traffic control. Potholes, rutting, inadequate lanes/signing/striping, poor traffic control, blocked sidewalks/paths are all common issues that should

es with roadway damage, roadway improvements, and traffic control. Potholes, rutting, inadequate lanes/signing/striping, poor traffic control, blocked sidewalks/paths are all common issues that should be reported to Water Resources - Infrastructure Inspections at 919-249-3427. The Town will get NCDOT involved if needed.

Parking Violations: Non-Emergency Police 919-362-8661 Unless a neighbor gives permission, there should be no construction parking in neighbors' driveways or on their property. Note that parking in the right-of-way is allowed, but Town regulations prohibit parking within 15 feet of driveways so as not to block sight triangles. Trespassing and parking complaints should be reported to the NonEmergency Police phone number at 919-362-8661.

Dirt in the Road: James Misciagno 919-372-7470 Sediment (dirt) and mud gets into the existing roads due to rain events and/or vehicle traffic. These incidents should be reported to James Misciagno. He will coordinate the cleaning of the roadways with the developer.

Dirt on Properties or in Streams: James Misciagno Danny Smith 919-372-7470 [email protected] Sediment (dirt) can leave the site and get onto adjacent properties or into streams and stream buffers; it is typically transported off-site by rain events. These incidents should be reported to James Misciagno at 919-372-7470 so that he can coordinate the appropriate repairs with the developer. Impacts to the streams and stream buffers should also be reported to Danny Smith ([email protected]) with the State.

Dust: James Misciagno 919-372-7470 During dry weather dust often becomes a problem blowing into existing neighborhoods or roadways. These incidents should be reported to James Misciagno at 919-372-7470 so that he can coordinate the use of water

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y weather dust often becomes a problem blowing into existing neighborhoods or roadways. These incidents should be reported to James Misciagno at 919-372-7470 so that he can coordinate the use of water trucks onsite with the grading contractor to help control the dust.

Trash: James Misciagno 919-372-7470 Excessive garbage and construction debris can blow around on a site or even off of the site. These incidents should be reported to James Misciagno at 919-372-7470. He will coordinate the cleanup and trash collection with the developer/home builder.

Temporary Sediment Basins: James Misciagno 919-372-7470 Temporary sediment basins during construction (prior to the conversion to the final stormwater pond) are often quite unattractive. Concerns should be reported to James Misciagno at 919-372-7470 so that he can coordinate the cleaning and/or mowing of the slopes and bottom of the pond with the developer.

Stormwater Control Measures: Jessica Bolin 919-249-3537 Post-construction concerns related to Stormwater Control Measures (typically a stormwater pond) such as conversion and long-term maintenance should be reported to Jessica Bolin at 919-249-3537.

Electric Utility Installation: Rodney Smith 919-249-3342 Concerns with electric utility installation can be addressed by the Apex Electric Utilities Department. Contact Rodney Smith at 919-249-3342.

Page 7 of 10 Neighborhood Meeting Instruction Packet & Affidavit Last Updated: August 31, 2022 NEIGHBORHOOD MEETING SIGN-IN SHEET This document is a public record under the North Carolina Public Records Act and may be published on the Town's website or disclosed to third parties.

Meeting Address: Zoom Meeting Date of meeting: 9/29/2022 Time of meeting: 5PM to 7PM Property Owner(s) name(s): Louvenia Ann S Goodwin

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be published on the Town's website or disclosed to third parties.

Meeting Address: Zoom Meeting Date of meeting: 9/29/2022 Time of meeting: 5PM to 7PM Property Owner(s) name(s): Louvenia Ann S Goodwin Applicant(s): FA Develop, LLC Please print your name below, state your address and/or affiliation with a neighborhood group, and provide your phone number and email address.

Providing your name below does not represent support or opposition to the project; it is for documentation purposes only. For virtual meetings, applicants must include all known participants and request the information below.

NAME/ORGANIZATION ADDRESS PHONE # 1.

Ryan Smith/Seagroves Family, LLC 1732 Lawson Ln. Apex, NC 27502 2.

Paula Howard 599 Neodak Rd Apex, NC 27523 3.

Jennifer Gordiano 4.

Rebecca Iphone 2021 Buckner Clark Rd Pittsboro 27312 1125 Chestnut Bluff Run Apex 27502 5.

Joe Faulkner/CE Group 301 Glenwood Ave Suite 220 Raleigh 6.

Craig Taylor/Signature 530 Eugene Ct. Greensboro 7.

Britt Bowers/Signature 530 Eugene Ct. Greensboro 8.

10.

11.

12.

13.

14.

Use additional sheets, if necessary.

Page 8 of 10 EMAIL SEND PLANS & UPDATES Neighborhood Meeting Instruction Packet & Affidavit Last Updated: August 31, 2022 SUMMARY OF DISCUSSION FROM THE NEIGHBORHOOD MEETING This document is a public record under the North Carolina Public Records Act and may be published on the Town's website or disclosed to third parties.

Pages 38–39

tygroup.com/336-294-9199 Meeting Address: Zoom Meeting Date of meeting: 9/29/2022 Time of meeting: 5PM - 7PM Please summarize the questions/comments and your responses from the Neighborhood Meeting or emails/phone calls received in the spaces below (attach additional sheets, if necessary). Please state if/how the project has been modified in response to any concerns. The response should not be "Noted" or "No Response".

There has to be documentation of what consideration the neighbor's concern was given and justification for why no change was deemed warranted.

Question/Concern #1: How wide will the perimeter buffers be on the southern boundary of the property? Commenter believes buffers should be 50 feet due to neighboring land being Agricultural Type 6.

Applicant's Response: Buffers currently designed at 25 feet, we will check UDO and design accordingly.

Question/Concern #2: Neighboring land is Wake County Voluntary Agricultural District, activities involve controlled burning and heavy equipment. May be requirement to notify residents of these activities.

Applicant's Response: Applicant will review notification requirements and address accordingly.

Question/Concern #3: Neighboring land has an agricultural dam that if breached may flow onto subject property.

Applicant's Response: Based on the topo any breach would go into Deer Creek, not toward planned buildings.

Question/Concern #4: Fences and retaining walls and how will your property be graded out?

Applicant's Response: Too early in the process to know for sure.

Page of 16 13 Neighborhood Meeting Instruction Packet & Affidavit Last Updated: August 31, 2022 SUMMARY OF DISCUSSION FROM THE NEIGHBORHOOD MEETING

Response: Too early in the process to know for sure.

Page of 16 13 Neighborhood Meeting Instruction Packet & Affidavit Last Updated: August 31, 2022 SUMMARY OF DISCUSSION FROM THE NEIGHBORHOOD MEETING This document is a public record under the North Carolina Public Records Act and may be published on the Town's website or disclosed to third parties.

Property Owner(s) name(s): Louvenia Ann S. Goodwin Applicant(s): FA Develop, LLC Contact information (email/phone): [email protected]/336-294-9199 Meeting Address: Zoom Meeting Date of meeting: 9/29/2022 Time of meeting: 5PM - 7PM Please summarize the questions/comments and your responses from the Neighborhood Meeting or emails/phone calls received in the spaces below (attach additional sheets, if necessary). Please state if/how the project has been modified in response to any concerns. The response should not be "Noted" or "No Response".

There has to be documentation of what consideration the neighbor's concern was given and justification for why no change was deemed warranted.

Question/Concern #1:5 Will new roads stub directly to property line? Expressed concern about new road exposing neighboring land to trespassing and illegal dumping.

Applicant's Response: Typically town requires new roads to be built to property line. Applicant will consider fencing and barriers to reduce trespassing.

Question/Concern #2: 6 Commenter questioned impact of development on Lawson Lane which is private road, specifically regarding access, fencing, and setbacks.

Applicant's Response: New development will not connect to Lawson Lane. Setbacks will be in accordance with UDO. Fencing in the area will be considered.

Question/Concern #3: 1 When we will have a more detailed site plan?

Applicant's Response:

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l not connect to Lawson Lane. Setbacks will be in accordance with UDO. Fencing in the area will be considered.

Question/Concern #3: 1 When we will have a more detailed site plan?

Applicant's Response: Probably by the end of October.

Question/Concern #24: 8 Are zoom meetings the required way to have neighborhood meetings? An in person meeting would be better. Many residents that wanted to attend but couldn't because of technology limitations.

Applicant's Response: Zoom meetings are optional. We will consider holding a second, in-person meeting.

Page of 18 23 Neighborhood Meeting Instruction Packet & Affidavit Last Updated: August 31, 2022 SUMMARY OF DISCUSSION FROM THE NEIGHBORHOOD MEETING This document is a public record under the North Carolina Public Records Act and may be published on the Town's website or disclosed to third parties.

There has to be documentation of what consideration the neighbor's concern was given and justification for why no change was deemed warranted.

Question/Concern #31.9 What areas will be tree save areas? Will there be Type A or B Buffers?

Applicant's Response: Tree save areas and buffers shown in Green on site plan, subject to further design and review by Apex.

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31.9 What areas will be tree save areas? Will there be Type A or B Buffers?

Applicant's Response: Tree save areas and buffers shown in Green on site plan, subject to further design and review by Apex.

Buffer is currently planned for Type B.

Question/Concern #2.10 Have you done a traffic study? Is DOT recommending U turn at Pinefield Road? Will additional traffic lights be installed?

Applicant's Response: Preliminary TIA is complete, suggests minimal impact on traffic. Development will be right out only, with u-turn possible at Pinefield. TIA does not suggest additional traffic lights.

Where is the construction entrance? Will Lawson Lane be used for construction traffic?

Applicant's Response: Construction entrance will be on Highway 64 at approximate location of current driveways. Lawson Lane will not be used.

Question/Concern #4: 12 What is the height of 4 story apartment building? Will it have a flat roof or pitched?

Applicant's Response: Not sure of the height but we can find out. We plan to use pitched roofs in this location.

Page of 10 33 Neighborhood Meeting Instruction Packet & Affidavit Last Updated: August 31, 2022 AFFIDAVIT OF CONDUCTING A NEIGHBORHOOD MEETING, SIGN-IN SHEET AND ISSUES/RESPONSES SUBMITTAL This document is a public record under the North Carolina Public Records Act and may be published on the Town's website or disclosed to third parties.

I, Craig Taylor Print Name do hereby declare as follows: 1. I have conducted a Neighborhood Meeting for the proposed Rezoning, Major Site Plan, Minor Site Plan, Residential Master Subdivision Plan, or Special Use Permit in accordance with UDO Sec. 2.2.7.B Neighborhood Meeting.

2. The meeting invitations were mailed to the Apex Planning Department, all property owners and tenants

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ubdivision Plan, or Special Use Permit in accordance with UDO Sec. 2.2.7.B Neighborhood Meeting.

2. The meeting invitations were mailed to the Apex Planning Department, all property owners and tenants abutting and within 300 feet of the subject property and any neighborhood association that represents citizens in the notification area via first class mail a minimum of 14 days in advance of the Neighborhood Meeting.

3. The meeting was conducted at Zoom Meeting on September 29, 2022 (date) from 5:00 PM (start time) to 7:00 PM (location/address) (end time).

I have included the mailing list, meeting invitation, sign-in sheet, issue/response summary, and zoning map/reduced plans with the application.

I have prepared these materials in good faith and to the best of my ability.

10/3/22 Date By: STATE OF NORTH CAROLINA COUNTY OF WAKE Guilford Sworn and subscribed before me, County, on this the 3rd day of October SEAL ERIKA K. LARSON a Notary Public for the above State and 20 22.

Erika K. Larson NOTARY PUBLIC Davidson County, NC My Commission Expires April 06, 2026 Notary Public ERIKA K. LARSON Print Name My Commission Expires: 4-6-24 Page 10 of 10 Neighborhood Meeting Instruction Packet & Affidavit Last Updated: August 31, 2022 ELEVATE 64 WEST Planned Unit Development Apex, North Carolina November 4, 2022 4500 APPLICANT: CONSULTANT: FA Develop, LLC 530 Eugene Ct Greensboro, NC 27401 CE Group, Inc.

301 Glenwood Ave. Suite 220 Raleigh, NC 27603 ELEVATE 64 WEST TABLE OF CONTENTS VICINITY MAP.......

PROJECT DATA .....

PURPOSE STATEMENT 3 4 50 PERMITTED USES ........

...... 5 DESIGN CONTROLS ....

ARCHITECTURAL STANDARDS.........

PARKING AND LOADING .........

8 9 .15 SIGNAGE....

15 NATURAL RESOURCES AND ENVIRONMENTAL DATA STORMWATER MANAGEMENT 15 17 PARKS AND RECREATION........

Pages 43–46

GN CONTROLS ....

ARCHITECTURAL STANDARDS.........

PARKING AND LOADING .........

8 9 .15 SIGNAGE....

15 NATURAL RESOURCES AND ENVIRONMENTAL DATA STORMWATER MANAGEMENT 15 17 PARKS AND RECREATION........

17 PUBLIC FACILITIES.........

18 PHASING.....

19 CONSISTENCY WITH LAND USE PLAN.......

19 COMPLIANCE WITH UDO...

.20 2 751 ELEVATE 64 WEST VICINITY MAP DEER CREEK SUBDIVISION 3 SITE PROJECT DATA Name of Project: Property Owner: ELEVATE 64 WEST Elevate 64 West Louvenia Ann S Goodwin 3809 US 64 Hwy West Apex, NC 27523 Developer: Prepared by: Current Zoning: Proposed Zoning: FA Develop, LLC 530 Eugene Ct Greensboro, NC 27401 CE Group, Inc.

301 Glenwood Avenue Suite 220 Raleigh, NC 27603 Rural Residential (RR) Planned Unit Development Conditional Zoning (PUD-CZ) Current 2045 Land Use Map Designation: Site Address: Mixed Use: Office Employment/Commercial Services/High Density Residential 3805 & 3809 US Hwy 64 West Apex, NC 0712749870 & 071282430 Property Identification Number: Total Acreage: Area Designated as Mixed Use on 2045 LUM: Area Proposed as Non-Residential: +/- 35.15 Acres +/-35.15 Acres 30% minimum - 10.545 Acres Minimum (including RCA, Buffers, etc) 4 PURPOSE STATEMENT ELEVATE 64 WEST Elevate 64 West is a proposed mixed-use development consisting of high density residential and non-residential uses. The property is located along the southern side of the US Hwy 64 West corridor and is adjacent to the existing Deer Creek Subdivision to the west and agricultural / residential use land to the south and east.

All these surrounding properties are designated as mixed use on the 2045 Land Use Map, which promotes commercial, office, and high-density residential uses.

The proposed development will consist of high-density residential luxury

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ies are designated as mixed use on the 2045 Land Use Map, which promotes commercial, office, and high-density residential uses.

The proposed development will consist of high-density residential luxury apartments which will be highly amenitized. Amenities will include a pool, clubhouse with fitness area, outdoor grilling kitchen, dog park, and many others. In addition to the high density residential the development will also provide for complimentary non-residential uses in accordance with the 2045 Land Use Map.

The total site area is 35.15 acres of which 30% minimum will be dedicated to these non-residential uses. The non-residential use will be located along the US 64 Highway corridor.

The development is compatible with the surrounding areas. This site is within a rapidly developing area of the Town's ETJ with Deer Creek subdivision and Triangle Math and Science Academy located to the west. Agriculture and a single-family residence are located to the east of the site. There is an existing Forestry use to the south which will be partially buffered by an open space/stormwater control measure area which will include a 50-foot buffer as required by UDO section 8.2.6.

The remaining portion of the forestry use will be buffered via a new planned local connector roadway (50' right-of-way) which will also provide a 30-foot street front buffer along the property line.

There is also an amendment to the Town's Transportation Plan that will include a future north-south Major Collector that can potentially connect US Highway 64 to Olive Chapel Road. In addition, there is an east-west future local connector being proposed. This development will construct both roads within the boundaries of the project.

5 ELEVATE 64 WEST

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ay 64 to Olive Chapel Road. In addition, there is an east-west future local connector being proposed. This development will construct both roads within the boundaries of the project.

5 ELEVATE 64 WEST The proposed layout will preserve the existing non-jurisdictional pond in addition to protecting other environmentally sensitive areas on the property and required Resource Conservation Areas as required by the Town's UDO. There is an existing greenway located on the adjacent Deer Creek subdivision which will be extended 730-feet offsite through this development and connected to the internal roadway system. This connection provides further connectivity for the Town's greenway system plan, benefiting current and future residents. In addition, there will be internal sidewalks providing safe connectivity to the proposed uses and to the adjacent properties.

6 ELEVATE 64 WEST PERMITTED USES Below is a list of permitted uses for both the high-density residential use area and non-residential uses. All uses are subject to the limitations and regulations stated in the Town's UDO.

RESIDENTIAL: Condominium Multi-family or Apartment NON-RESIDENTIAL: Day care facility Drop-in or sort term day care Government Service Veterinary clinic or hospital Botanical garden Greenway Park, active Park, passive Recreational facility, private Restaurant, general Medical or dental office or clinic Medical or dental laboratory Office, business or professional Publishing office Hotel or motel Artisan studio Barber and beauty shop Book store Convenience store Dry cleaners and laundry service Financial institution Floral shop Health/fitness center or spa Personal Service Pharmacy Studio for art Tailor shop Pet services Microbrewery Microdistillery Grocery, general Grocery, specialty Retail sales, general

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tution Floral shop Health/fitness center or spa Personal Service Pharmacy Studio for art Tailor shop Pet services Microbrewery Microdistillery Grocery, general Grocery, specialty Retail sales, general Real estate sales 7 DESIGN CONTROLS RESIDENTIAL ELEVATE 64 WEST Acreage: MULTI-FAMILY APARTMENT OR CONDOMINIUMS Approximately 24.585 acres Total Number of Units: 392 units maximum (1- and 2-bedroom units) Maximum Building Height: 60' 4-stories Internal Building setbacks per UDO section 5.2.2.F Building Setback along Southern Parent Property line (Forestry Use) 95' NONRESIDENTIAL Acreage: Maximum Height: Approximately 10.545 acres 40' 2-stories Notwithstanding any contrary UDO provision or language in this PUD, there shall be no minimum setback or buffer requirement along the shared property line between the Residential and Nonresidential uses.

BUFFERS/STREETSCAPES/LANDSCAPING Perimeter Buffers: Western Buffer: Southern Buffer: Eastern Buffer: Streetscape Buffers: 15-foot Type A 50-foot (along non-roadway frontage section Forestry use) Type A 30-foot Streetfront Type B along local collector south side of roadway 10-foot Streetfront Type A along local collector north side of roadway 20-foot Type B, except where the Lawson Lane encroaches onto property.

Where the encroachment occurs, there shall be a 10-foot Type B buffer.

Along US 64 - 100-feet Type A Along New Major Collector - 10-feet Type A 8 ELEVATE 64 WEST Per UDO 8.2.6.B.5.f.ii.c:: Highway buffers along non-residential uses meeting all of the following criteria shall be reduced to a planted 50' Type A buffer.

ii.

No more than 20% of the façades of non-residential buildings facing the highway can use EIFS or other synthetic stucco.

Pedestrian connections in the form of sidewalks and/or multi-use paths shall be

No more than 20% of the façades of non-residential buildings facing the highway can use EIFS or other synthetic stucco.

Pedestrian connections in the form of sidewalks and/or multi-use paths shall be made from non-residential buildings to adjacent residential development and properties with future residential land use. The form of the connection shall be determined by the Director of Planning and Community Development or designee.

iii. Furthermore, properties that front a limited-controlled access highway with no other access or road frontage shall be allowed to reduce the opacity of no more than 50% of this buffer to a Type E buffer. The remainder of the buffer shall be planted to a Type A standard.

AFFORDABLE HOUSING At least twenty (20) residential units or, if greater, five percent (5%) of the total residential units (as shown on the first site plan submittal), shall be designated as restricted workforce affordable housing rental units (the "Affordable Units") for a minimum affordability period of ten (10) years starting from the date of issuance of the first residential Certificate of Occupancy (the "Affordable Restriction Period”). The Affordable Units shall be occupied by households earning no more than eighty percent (80%) of the Raleigh, NC Metropolitan Statistical Area (MSA) Area Median Income (AMI), adjusted for family size, as most recently published by the U.S.

Department of Housing and Urban Development (HUD). The Affordable Units may be either one or two bedroom units and rented during the Affordable Restriction Period at maximum rent limits applicable to households earning eighty percent (80%) of the Raleigh, NC Area Median Income ("AMI"), adjusted for family size, as most recently published by HUD and stipulated by

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t maximum rent limits applicable to households earning eighty percent (80%) of the Raleigh, NC Area Median Income ("AMI"), adjusted for family size, as most recently published by HUD and stipulated by the most recently published North Carolina Housing Finance Agency (NCHFA) Low-Income Housing Tax Credit (LIHTC) Multifamily Tax Subsidy Program (MTSP) income and rent limits for the Wake County Metropolitan Area. Prior to issuance of the first residential Certificate of Occupancy, a restrictive covenant between the Town and property owner shall be executed and recorded in the Wake County Registry to memorialize the affordable housing terms and conditions. During the Affordable Restriction Period, the property owner shall be responsible for performing all property management and administration duties to ensure compliance with this affordable housing condition and shall submit annual compliance reports to the Town verifying compliance with this affordable housing condition. Following expiration of the Affordable Restriction Period, this affordable housing condition shall expire, and the property owner shall be relieved of all obligations set forth in this affordable housing condition, and the Affordable Units may freely be marketed and leased at market-rate rents.

ARCHITECTURAL STANDARDS The following architectural controls are offered to ensure a consistency of character throughout the development, while allowing for enough variety to create interest and avoid monotony.

9 RESIDENTIAL REQUIREMENTS ELEVATE 64 WEST 1. Vinyl siding is not permitted; however, vinyl windows, decorative elements and trim are permitted.

2. Siding materials shall be varied in type and/or color on 30% of each façade on each building.

3. Windows must vary in size and/or type.

r, vinyl windows, decorative elements and trim are permitted.

2. Siding materials shall be varied in type and/or color on 30% of each façade on each building.

3. Windows must vary in size and/or type.

4. Windows that are not recessed must be trimmed.

5. Recesses and projections shall be provided for at least 50% of each façade on each building.

6. Rooflines cannot be a single mass; they must be varied with the use of gables or parapets.

7. Garage doors must have windows, decorative details or carriage-style adornments on them.

8. Four of the following decorative features shall be used on each building: ⋅ Decorative shake Board and batten Decorative porch railing/posts Shutters Decorative/functional air vents on roof or foundation Recessed windows • Decorative windows • Decorative brick/stone . Decorative gables Decorative cornices Tin/metal roof NON-RESIDENTIAL REQUIREMENTS 1. The predominant exterior building materials shall be high quality materials, including: Brick masonry 1.

Decorative concrete block (either integrally colored or textured) Stone accents 2.

Aluminum storefronts with anodized or pre-finished colors.

EIFS cornices, and parapet trim 6.

Precast concrete 2. EIFS or synthetic stucco shall not be used in the first forty inches above grade.

3. The building exterior shall have more than one material color.

4. The building shall have more than one parapet height.

5. The main entrance to the building shall be emphasized.

6. Only full cut-off lighting fixtures and fixtures with external house-side shields shall be allowed where non-residential properties are adjacent to residential properties.

Additional building materials may be included with administrative staff approval. Substitute

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ouse-side shields shall be allowed where non-residential properties are adjacent to residential properties.

10 ELEVATE 64 WEST REPRESENTATIVE RESIDENTIAL BUILDING ELEVATIONS 11 ELEVATE 64 WEST REPRESENTATIVE NON-RESIDENTIAL BUILDING ELEVATIONS Aspen Dental FREE 47429 N 12 Deta ELEVATE 64 WEST 13 BE 13019 Google AT&T ELEVATE 64 WEST Selma Google 2001 14 AT&T TNNALS BUROPEAN NATION PARKING AND LOADING ELEVATE 64 WEST Development in the Residential District shall comply with parking requirements in Section 8.3.2 of the Town of Apex UDO. Any garage units within the residential development will count towards parking requirement. Residential parking will provide a minimum of 5% of total parking with access to EV Charging.

Parking in the Non-Residential area shall comply with parking requirements in Section 8.3.2 of the Town of Apex UDO.

SIGNAGE Signage shall comply with UDO Section 8.7.

NATURAL RESOURCES AND ENVIRONMENTAL DATA RIVER BASINS AND WATERSHED PROTECTION OVERLAY DISTRICTS This project is located within the Beaver Creek Drainage Basin. Accordingly, the Property is within the Primary Watershed Protection Overlay District as shown on the Town of Apex Watershed Protection Map. This PUD will comply with all built upon area, vegetated conveyances, structural SCMs and riparian stream buffer requirements of UDO Section 6.1.7.

Resource Conservation Areas (RCA) The Development shall include a minimum of 25% RCA. RCA area shall comply with Section 8.1.2 of the UDO.

Floodplain

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n stream buffer requirements of UDO Section 6.1.7.

Resource Conservation Areas (RCA) The Development shall include a minimum of 25% RCA. RCA area shall comply with Section 8.1.2 of the UDO.

Floodplain The project site does not sit within a designated current or future 100 year floodplain as shown on the Town of Apex FEMA map and FIRM Panel 3720071200L, dated July 19, 2022.

Historic Structures The Property is currently vacant and there are no known historic structures present within the project boundary.

15 ELEVATE 64 WEST Environmental Commitments Summary The Applicant met with the Apex Environmental Advisory Board (EAB) on July 20, 2022. The EAB made seven recommendations. These recommendations, and Applicants plan to address them, are set forth below: 1.

Existing pond will be retained and protected.

a. The existing pond shall be preserved and protected.

Install a minimum of 10 pet waste stations.

a. The project shall install at least ten (10) pet waste station throughout the community in locations that are publicly accessible, such as adjacent to amenity centers, SCMs, sidewalks, greenways or side paths.

Native flora will be incorporated into landscape plan.

a. The project shall increase biodiversity within perimeter buffers, common owned open space, and other landscape areas by providing a variety of native and adaptive species for the canopy, understory and shrub levels. A minimum of 75% of the species selected shall be native of North Carolina. No invasive species shall be permitted. No single species of tree or shrub shall constitute more than 20% of the plant material of its type within a single development site.

A minimum 7.5-kilowatt (kW) solar PV system for the generation of electricity to partially

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e or shrub shall constitute more than 20% of the plant material of its type within a single development site.

A minimum 7.5-kilowatt (kW) solar PV system for the generation of electricity to partially offset the electric consumption of the common area and pool.

a. A solar photovoltaic (PV) system of at least 7.5 KW shall be instated within the development. All solar installation required by this condition shall be completed or under construction prior to 90% of the building permits being issued for the development. The system may be spread across on or more of the buildings, as needed. Any buildings with the solar PV system shall be identified on the Site Plan which may be amended from time to time.

Five percent (5%) of the parking spaces have EV charging stations installed.

a. The developer shall provide 5% of all parking spaces as EV charging spaces.

For stormwater management, post-development peak runoff shall not exceed the predevelopment peak runoff for the 25-year and 100-year 24-hour storm events.

a. Post-development peak runoff shall not exceed pre-development peak runoff for the 24-hour, 1-year, 10-year, 25-year and 100-year storm events in accordance with the Unified Development Ordinance.

SCM and infrastructure shall not be placed in the stream buffer area, with the exception of Apex utility and greenway easements.

16 ELEVATE 64 WEST STORMWATER MANAGEMENT

SCM water storage and treatment area shall not be permitted within the riparian buffer. The sewer shall be designed to minimize impacts to the riparian buffer.

16 ELEVATE 64 WEST STORMWATER MANAGEMENT The Development shall meet all stormwater management requirements for quality and quantity treatment in accordance with Section 6.1.7 of the UDO such that: • • Post development peak runoff shall not exceed pre-development peak runoff conditions for the 1 year, 10 year, 25 year, 100 year and 24-hour storm events.

Treatment for the first 1 inch of runoff will provide 85% removal of total suspended solids.

Acceptable stormwater structures shall include detention ponds, constructed wetlands, bioretention areas, or other approved devices consistent with the NC DEQ Stormwater Design Manual and the Town of Apex UDO.

Existing Pond on-site will have at a minimum 1,500 sf of submerged and/or partially submerged vegetative shelf planted with wetland plantings to aid with water quality and protect the shoreline from erosion. Density of plantings will consist of 50 plants per 200 sf of area. Plant material will be in accordance to the NCDENR BMP manual Chapter C-3.

PARKS AND RECREATION The Elevate 64 West project was reviewed at the November 30th, 2022 Parks, Recreation and Cultural Resources Advisory Commission meeting. The Advisory Commission unanimously

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C-3.

PARKS AND RECREATION The Elevate 64 West project was reviewed at the November 30th, 2022 Parks, Recreation and Cultural Resources Advisory Commission meeting. The Advisory Commission unanimously recommended a fee-in-lieu of dedication with credit for the construction of greenway trail within the project boundary as well as off-site into the existing, adjacent Deer Creek Subdivision.

The rate of the fees owed will be set at the time of rezoning approval by the Town Council and will run the life of the project for the number and type of units proposed.

GREENWAY TRAILS The Advisory Commission also recommended the proposal for Elevate 64 West to extend the public Reedy Creek Greenway from the existing Deer Creek subdivision to the western property line of Elevate 64 West. Greenway will also be extended within Elevate 64 West to proposed internal pedestrian network, exact route to be determined at the time of Site Plan approval. All approved greenway trails must be completed prior to the point of 50% of the Total number or residential units in the project being issued a building permit for the Site Plans.

17 ELEVATE 64 WEST PUBLIC FACILITIES The proposed PUD shall meet all Public Facilities requirements as set forth in Town of Apex UDO and shall be designed according to the Town of Apex and NCDOT engineering standards where applicable. Road and utility infrastructure shall be as follows: GENERAL ROADWAY INFRASTRUCTURE Except as set forth herein, all proposed roadway infrastructure and right-of-way dedications will be consistent with the Town of Apex UDO and Transportation Plan in effect as of the submission date of this rezoning.

TRANSPORTATION IMPROVEMENTS The following conditions regarding transportation improvements apply and are consistent with

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O and Transportation Plan in effect as of the submission date of this rezoning.

TRANSPORTATION IMPROVEMENTS The following conditions regarding transportation improvements apply and are consistent with the Town's recommendations regarding the Traffic Impact Analysis that has been performed for this rezoning, which is on file with the Town of Apex. All proposed access points to statemaintained roadways including improvements specified int the zoning conditions are ultimately subject to both Apex and NCDOT approval at the time of subdivision and site plan and are subject to change if required based on engineering evaluation at that time.

US Highway 64 at Site Access 1 о Construct the access as a left-in, right-in, right-out.

Provide a westbound turn lane on US 64 with 150 feet of storage and appropriate deceleration length and taper.

Provide an eastbound right turn lane on US 64 with 100 feet of storage and appropriate deceleration length and taper as applicable.

Provide a channelization northbound right-out free-flow lane with an eastbound 810-foot acceleration lane plus 240-foot taper on US 64.

The site access will be designed in accordance with NCDOT and Town of Apex standards as applicable and is the only access permitted to connect to US 64 as part of the PUD.

Site access will be provided via a north-south Major Collector Street to be constructed by the PUD from the US 64 to the southern boundary of the PUD.

US 64 at Pinefield Road Construct a concrete median diverter island between the westbound U-turn lane and the eastbound left-turn/U-turn lane on US 64 in conjunction with intersection 18 ELEVATE 64 WEST widening as needed to accommodate these changes, preventing southbound left turns from Pinefield Road.

the eastbound left-turn/U-turn lane on US 64 in conjunction with intersection 18 ELEVATE 64 WEST widening as needed to accommodate these changes, preventing southbound left turns from Pinefield Road.

Construct an east-west Local Connector Street starting at the north-south Major Collector Street and stubbing to the eastern boundary of the PUD Cross access will be provided via public access easement to adjacent parcel to the east (PIN# 0712-74-2710).

Cross access will be provided via public access easement to adjacent parcel to the west (PIN# 0712-93-2588).

Cross Access will be provided via public access easement to adjacent parcel to the south (PIN #0712-83-4236) off of east/west local connector.

PEDESTRIAN IMPROVEMENTS This project shall comply with the Town's Bicycle and Pedestrian System Plan Map. Sidewalk shall be provided along both sides of all public streets within this development. Where required, the project shall construct 10-foot wide asphalt side paths in lieu of sidewalk along the public streets.

WATER AND SANITARY SEWER All lots within the project will be served by Town of Apex for water and sanitary sewer. The utility design will be finalized at the time of master subdivision plan approval and be based on available facilities adjacent to the site at that time. The design will meet the current Town of Apex master plans for water and sewer.

OTHER UTILITIES Electricity will be provided by Apex Electric. Phone, cable, and gas will be provided by the Developer and shall meet UDO standards.

PHASING The Development will be completed in multiple phases. Final locations of phases will be determined at the time of Master Subdivision Review and Approval.

CONSISTENCY WITH LAND USE PLAN

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ndards.

PHASING The Development will be completed in multiple phases. Final locations of phases will be determined at the time of Master Subdivision Review and Approval.

CONSISTENCY WITH LAND USE PLAN The proposed land use will be consistent with Advance Apex 2045: The Apex Comprehensive Plan, if the requested Land Use Map Amendment is approved. The Future Land Use Map designates the Property as High Density/Office Employment/Commercial Services.

19 ELEVATE 64 WEST COMPLIANCE WITH UDO The development standards adopted for this PUD comply with those set forth in the current version of the Town's Unified Development Ordinance (UDO). This PUD shall be the primary governing document for the development. All standards and regulations in this PUD shall control over general standards of the UDO. Provided, however, that if a specific regulation is not addressed in this PUD, UDO regulations shall control.

20 20 MC: 2022-09-23 JDB NAD83(2011) NAD83 (2011) NC STATE PLANE NE GRID COORDINATES ON FIELD LOCATED IRON PIPE N: 724930.91 E: 2017527.75 ELEV: 290.63 LEGEND S 82°5601"W (TIE) 383301GROUND) 583.241GRID) NAD 83 (2011) NC STATE PLANE GRID COORDINATES ON FIELD LOCATED IRON PIPE N: 724858.51 E: 2016948.84 ELEV: 290.63 U.S. HWY 64 WATERLINE 200' PUBLIC R/W MARKER 24 PINE PINE PINE MAILBOXWATER WATER RIP RAP 36 PINE MANHOLE E INV ELEV: 301 46 18" PINE 18" POPLAR 18 PINE w MABOPANE FOUNDATION D.B.17693 PG, 551 18 POPLAR 26 PINE PIN: 0712742710 26" PINE LIMITS OF TREE SURVEY PROVIDED BY OTHERS BH 2 2 STORY HOUSE 24" POPLAR 30 POPLAR A 18 OAK26 POPLAR 18 POPLAR HOUSE SHEDGRAPE VINES TOP CL GRATE INLET ELEV: 311.75' 306.38 INV OUT: 305.25" 30 PINE WATER ELEV: 300.00 09-22-2022 8" PVC RISER TOP ELEV: 300.73/ 8PVC THROAT OF VERTICAL OUTLET PIPE

PLAR 18 POPLAR HOUSE SHEDGRAPE VINES TOP CL GRATE INLET ELEV: 311.75' 306.38 INV OUT: 305.25" 30 PINE WATER ELEV: 300.00 09-22-2022 8" PVC RISER TOP ELEV: 300.73/ 8PVC THROAT OF VERTICAL OUTLET PIPE SEPTIC TOP ELEV: 291.83 PROPANE TANK BH 324 PINE POPLAR PIN: 0712719870 LOUVENIA ANN S. GOODWIN D.B.1987 PG. 493 COVERED DECK O TANK 7.02 ACRES N 87°16'34 W 132.53(TIE) 1/2" FIR 20 POPLAR POPLAR.........

N 86-5140W 8 OAK 1/2" FIP: 40° W 149.09 PIN: 0712736569 DEER CREEK OWNERS ASSOCIATION D.B.19016 PG, 2557 20 POPLAR SHED DoryL SHED 18" GUM TOP CL GRATE INLET ELEV: 310,25 INVIN (SOUTH): 306.56" INV IN (NORTH): 306.69 INV OUT: 306.46 36° RCP INV ELEV: 305,89 WATER MANHOLE TOP CL GRATE INLET ELEV: 310.35' RIP RAP 36° RCP INV ELEV 301.27 TEST HOLE 30 OAK TWIN GUM 6 VENT INV OUT: 307.13' PIPE 20 POPLAR 24" RCP INV ELEV: 303.19 24" PVC INV ELEV: 301.25 IMITS OF TREE SURVEY PROVIDED BY OTHERS +30 PINE BRICK PAD 22 POPLAR 20 MAPLE 1STORY HOUSE 24 TWIN GUM DoSEPTIC PROPANE 18" GUM LIMITS OF TREE SURVEY PROVIDED BY OTHERS 30 OAK 24 OAKWETLAND AREA W5 3 OAK 18 MAPLE 30 OAK 19 MAPLE 26 GUM 28 OAK 26 GUM18 MAPLE 18 OAK WLF INT START 24 OAK 1 -24 TWIN GUM W4 20° OAK LIMITS OF TREE SURVEY 18 POPLAR WETLAND AREA 24 POPLAR 20 GUM 18' GUM 18 PINE 24" MAPLE LIMITS OF TREE SURVEY PROVIDED BY OTHERS WETLAND AREA MAPLE 18 GUM S02/PER START 24 POPLAR 36° C INV EL 286 PROVIDED BY OTHERS WLF S03/INT STOP 18 PINE 24' OAKF22 OAK PIN: 0712842430 20 POPLAR LOUVENIA ANN S. GOODWIN 18 MAPLE B.M.1987 PG. 493 36 CMP 28.13 ACRES BH 15 O INV ELEV: 287.07" 20 POPLAR W. 18" MAPLE BH NO MAPLE 26 POPLAR 18 POPLAR 36" MAPLE 24 MAPLE 22" GUM MAPLE www18 MAPLE 24" SYCAMORE 18 MAPLE 18 PINE O 24 BURCH 18 BURCH OPLAR 22" MAPLE +0.420 MAPLE 36 POPLAR 20 G LIMITS OF TREE SURVEY PROVIDED BY OTHERS

26 POPLAR 18 POPLAR 36" MAPLE 24 MAPLE 22" GUM MAPLE www18 MAPLE 24" SYCAMORE 18 MAPLE 18 PINE O 24 BURCH 18 BURCH OPLAR 22" MAPLE +0.420 MAPLE 36 POPLAR 20 G LIMITS OF TREE SURVEY PROVIDED BY OTHERS 18 POPLAR 20 MAPLE 24 POPLAR 18 TWIN BURCHom O 30 MAPLE -24 MAPLE 18 OAK 18 POPLAR Милиши MARLA 26 MAPLE • 48" OAK 18 POPLAR 36 OAK= PAVEMENT = GRAVEL = PROPERTY LINE = POWER POLE AND GUY = ADJOINING PROPERTY LINE * = LIGHT POLE 0 = 5' MAJOR CONTOUR LINE = POWER METER = ELECTRIC BOX = CONCRETE ■1' MINOR CONTOUR LINE = AIR CONDITIONER UNIT = LIMITS OF TOPOGRAPHIC SURVEY =VENT PIPE = DECK = RIGHT-OF-WAY LINE W = WATER MANHOLE = EDGE OF GRAVEL = GRATE INLET = OVERHEAD ELECTRIC 0 = BORE HOLE = RIP RAP =WETLANDS AREA =WATER ■ TREE LINE WATERLINE MARKER MAILBOX = FENCE = SIGN - STORM 5 = TURN LANE ARROW = WALL FIP ■FOUND IRON PIPE = SOLID ROAD STRIPE FIR FOUND IRON REBAR = DASHED ROAD STRIPE O SIR = DIRT ROAD = SET IRON REBAR - LA LA--■ DASHED ROAD SRTIPE RCP = REINFORCED CONCRETE PIPE PVC = DIRT ROAD = LIMITS OF TREE SURVEY PROVIDED BY OTHERS POLYVINYL CHLORIDE D.B DEED BOOK B.M.

BOOK OF MAPS PG.

■ PAGE SCALE 1 100 LIMITS OF TREE SURVEY PROVIDED BY OTHERS 18 POPLAR WETLAND AREA BH NO LIMITS OF TREE SURVEY NUMBER PROVIDED BY OTHERS PIN: 0712834236 SEAGROVES FAMILY, LLC D.B.14213 PG. 2028 NUMBER LIMITS OF TREE SURVEY PROVIDED BY OTHERS 12" RCP INV ELEV: 329.70 30 PINE ° PIN: 0712932588 CLARA'S LEGACY, LLC D.B.18483 PG. 1288 PIN: 0712940456 GAYLENE W. GOODWIN D.B.12-E PG. 3228 PROPANE TANK 27 PINE 25° OAK 60 EASEMENT SITE OLIVE CHAPEL RD VICINITY MAP SITE DATA: 3809 US HWY 64 W LOUVENIA ANN S. GOODWIN PIN #: 0712719870 AREA: 7.02 ACRES 3905 US 64 HWY W LOUVENIA ANN S. GOODWIN PIN #: 0712842430

E DATA: 3809 US HWY 64 W LOUVENIA ANN S. GOODWIN PIN #: 0712719870 AREA: 7.02 ACRES 3905 US 64 HWY W LOUVENIA ANN S. GOODWIN PIN #: 0712842430 1" = 2000' AREA: 28,13 ACRES TOTAL AREA: 35, 15 ACRES ZONING: EXISTING ZONING: RR (RURAL RESIDENTIAL) 12" RCP INV ELEV: 330.07" PIN: 0712932588 CLARA'S LEGACY, LLC D.B.18483 PG. 1288 LAWSON LANE 12 SOIL ROAD GENERAL NOTES AREA DETERMINED UTILIZING COMPUTER SOFTWARE.

DISTANCES ARE GROUND DISTANCES (US FEET) UNLESS OTHERWISE SHOWN.

NO SUBSURFACE INVESTIGATION PERFORMED BY FLEMING ENGINEERING, INC.

UTILITY LOCATION WORK SHOWN HEREON WAS DERIVED BY ABOVE GROUND INDICATORS ONLY, UNDERGROUND UTILITIES SHOWN WERE FOUND MARKED AT THE TIME OF SURVEY.

THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS OR RIGHTS OF WAY RECORDED PRIOR TO THE DATE OF THIS MAP WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION.

THE SURVEYOR HAS NOT PERFORMED A TITLE INVESTIGATION ON THIS PROPERTY, THEREFORE, THIS MAP IS SUBJECT TO ANY AND ALL FACTS AN ACCURATE TITLE INVESTIGATION MAY DISCLOSE.

THE CLASSIFICATION OF THIS SURVEY IS NORTH CAROLINA CLASS A.

HORIZONTAL DATUM: NAD83(2011).

VERTICAL DATUM: NAVD88(GEOID 18) THERE IS NO VISIBLE EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.

THIS PROPERTY IS LOCATED WITHIN ZONE "X" AREA AS INDICATED ON THE FLOOD INSURANCE RATE MAPS, (FIRM) MAP NUMBERS 3720071200L, EFFECTIVE DATE JULY 19th, 2022.

THE WETLANDS FLAGS FOUND WERE OFTEN NOT SEQUENTIAL OR MISSING NUMBERS LIMITS OF TREE SURVEY WAS PROVIDED BY OTHERS PURPOSE OF TREE SURVEY WAS TO LOCATE 18" DIAMETER AND LARGER TREES.

NO NGS MONUMENTS WERE RECOVERED WITHIN 2000' OF THE PROPERTY.

ENTIAL OR MISSING NUMBERS LIMITS OF TREE SURVEY WAS PROVIDED BY OTHERS PURPOSE OF TREE SURVEY WAS TO LOCATE 18" DIAMETER AND LARGER TREES.

NO NGS MONUMENTS WERE RECOVERED WITHIN 2000' OF THE PROPERTY.

DATE REVISION NOTE Civil Engineers and Land Surveyors 8518 Triad Drive, Colfax, NC 27235 www.feiconsulting.com FE500950 License No. CSIGNATURE DEVELOPMENT GROUP ENSBORO, NC 27401 3809 US HWY 64 W EXISTING CONDITIONS PROPERTY ADDRESS: APEX, NC 27523 ROJECT LOCATION: I. TOMMY W. WRIGHT CERTIF THAT HE CONTROL FOR THIS SURVEY IS FROM AN ACTUAL GPS (OR GNSS) SURVEY MADE UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY CLASS OF SURVEY: CLASS A POSITIONAL ACCURACY: 0.06 TYPE OF GPS FIELD PROCEDURE: STATIC DATES OF SURVEY: 07-29-2022 THROUGH 09-21-2022 AND 11-21-2022 5. DATUM EPOCH: NAD83(2011)/EPOCH (2010) 6.

PUBLISHED/FIXED-CONTROL USE: DR4334 NCLL NCLL LILLINGTON CORS ARP, DL3891 NCJL JORDAN LAKE CORS ARP, DG9328 DURH DURHAM COOP CORS ARP GEOID MODEL: 2018 MEAN COMBINED GRID FACTOR: 0.99989882(GROUND TO GRID) US SURVEY FEET UNITS: U HORIZONTAL POSITIONS ARE REFERENCED TO NAD83/NSRS (2011) VERTICAL POSITIONS ARE REFERENCED TO NAVD88 USING (GEOID18) SURVEYORS CERTIFICATION: I TOMMY W. WRIGHT CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 18884, PAGE 1101: THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN BOOK, PAGE AS SHOWN; THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY IS 1:29.064.7 (CLASS A), AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600.)

THIS 29th DAY OF NOVEMBER, 2022.

DRAWN BY: JDB/STW CHECKED BY: TWW DATE: 11-29-2022 PROJECT NO.: 19008,004

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IREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600.)

THIS 29th DAY OF NOVEMBER, 2022.

DRAWN BY: JDB/STW CHECKED BY: TWW DATE: 11-29-2022 PROJECT NO.: 19008,004 REF. NO.:SCALE: 1" 100 NORTH CAROLINA ESS SEAL TOMMY W VEYOR WRIGHT SHEET 1 OF 1 TOWNSHIP: WHITE OAK STATE NORTH CAROLINA YW PIN: 012742710 MABOPANE FOUNDATION B.17693 PG. 551 PROPOSED WATER EXTENSION FROM DEER CREEK SUBDIVISION VIA NEW OWNER ACQUIRED TOA/PUBLIC EASEMENT DROPSEED DR ZONED B1-CZ CHESTNUT BLUFF RUN PIN: 076559 DEER CREEK OWNERS ASSOCIATION D.B.016 PG. 27/ ZONED PUD-CZ RETAIL/ OFFICE APPROXIMATE GREENWAY TRAIL XTYP!)

LEFT OVER US HWY 64 ·RIGHT-IN RIGHT OUT 100 TYPE A BUFFER RETAIL/ OFFICE PUBLIC 60' R/W MAJOR COLLECTOR PERENNIAL STREAM EXISTING POND TO MULTI-FAMILY/HIGH DENSITY RESIDENTIAL REMAIN 100' RIPARIAN BUFFER BMP & OPEN SPACE 50' TYPE A BUFFER RIPEFE 50 INTERMITTANT STREAM PROPOSED SANITARY SEWER EXTENSION WITHIN EXISTING ITOA SANITARY SEWER EASEMENT BM 2019 PG 122-12 PIN: 0712834236 FAMILY SEANMOVES 2028 ZONED-RR LLC 50° RIPARI BUFFER WETLAND WETLAND ELEVATE 64 WEST PD PLAN EXHIBIT APEX, NORTH CAROLINA February 24, 2022 RETAIL/OFFICE MIN. AREA = 10.548 ACRES WATERSHED: JORDAN LAKE/PRIMARY WATERSHED PROTECTION OVERLAY LEGEND PIN: 0712932588 CLARA'S LEGACY, LLC/ ZONED RR APPROXIMATE RCA AREA APPROXIMATE GREENWAY TRAIL EXTENSION FROM EXISTING DEER CREEK SUBDIVISION PIN: 0712940458 GAYLENE W. GOODWIN D.B.12-E PG. 3228 ZONED RR 80 EASEMENT MULTI-FAMILY/HIGH DENSITY RESIDENTIAL 10' TYPE "A" BUFFER PIN: 0712932588 CLARA'S LEGACY, LLC DB.18483 PG. 1288 ZONED RR 20' TYPE B BUFFER EXCEPT WHERE LAWSON LANE ENCROACHES. 10 TYPE B BUFFER WHERE LAWSON

Pages 63–64

-FAMILY/HIGH DENSITY RESIDENTIAL 10' TYPE "A" BUFFER PIN: 0712932588 CLARA'S LEGACY, LLC DB.18483 PG. 1288 ZONED RR 20' TYPE B BUFFER EXCEPT WHERE LAWSON LANE ENCROACHES. 10 TYPE B BUFFER WHERE LAWSON LANE ENCROACHES 30' TYPE "B" BUFFER LOCAL CONNECTOR PUBLIC 50' RAW STORMWATER MANAGEMENT DEVICE/OPEN SPACE APPROXIMATE MULTI-FAMILY (HIGH DENSITY RESIDENTIAL) AREA APPROXIMATE RETAIL/OFFICE AREA APPROXIMATE LOCATION OF PROPOSED ACCESS AND PUBLIC CROSS ACCESS EASEMENT APPROXIMATE LOCATION OF MAJOR COLLECTOR AND LOCAL COLLECTOR ROADWAYS APPROXIMATE PUBLIC ROAD ACCESS DEVELOPMENT NOTES: 1) 2) 3) PLAN SHEET IS INTENDED FOR ILLUSTRATIVE USE ONLY AND IS SUBJECT TO CHANGE.

PER 2.3.4(F)(1)(F)(I) OF THE UDO, THE PD PLAN FOR THE PUD-CZ SHALL DEMONSTRATE A SAFE AND ADEQUATE ON-SITE TRANSPORTATION CIRCULATION SYSTEM. THE ON-SITE TRANSPORTATION CIRCULATION SHALL BE INTEGRATED WITH THE OFF-SITE TRANSPORTATION CIRCULATION SYSTEM OF THE TOWN. THE PD PLAN FOR PUD-CZ SHALL BE CONSISTENT WITH THE APEX TRANSPORTATION PLAN AND THE TOWN OF APEX STANDARD SPECIFICATION AND STANDARD DETAILS AND SHOW REQUIRED RIGHT-OF-WAY AND WIDTHS AND ROAD SECTIONS.

WIDTHS AND ROAD SECTIONS.

MAJOR COLLECTOR AND LOCAL CONNECTOR ROAD ALIGNMENT LOCATION WILL BE DETERMINED AT THE MAJOR SUBDIVISION PLAN STAGE WITH TOWN STAFF APPROVAL. ANY SUBSTANTIAL CHANGES MAY REQUIRE TRANSPORTATION PLAN AMENDMENTS.

4) SITE MUST MEET CURRENT TOWN WATER SYSTEM MASTER PLAN. MUST COORDINATE WITH PROJECT NEXT DOOR AND VERIFY WATER MAIN CONNECTIONS ADJACENT TO US 64.

100 NORTH SCALE: 1" 100 100' 2001 PRELIMINARY DESIGN NOT RELEASED FOR CONSTRUCTION CE CE GROUP 301 GLENWOOD AVE. SUITE 220 RALEIGH, NC 27603 PHONE: 919-367-8790 www.cegroupinc.com License # C-1739 RE Rehab ENGINEERING, P.C.

401 East Fourth Street, Suite 201

RELEASED FOR CONSTRUCTION CE CE GROUP 301 GLENWOOD AVE. SUITE 220 RALEIGH, NC 27603 PHONE: 919-367-8790 www.cegroupinc.com License # C-1739 RE Rehab ENGINEERING, P.C.

401 East Fourth Street, Suite 201 Winston Salem, North Carolina 27101-4171 www.rehab-eng.com office 336714.8935 fax336 722.9872 NOT USED ELEVATION MATERIAL KEY (CONTINUED): 2" BRICK MOLD BOARD JAMBS & HEAD • SLOPED BRICK VENEER ROWLOCK SILL, SOLDIER COURSE HEAD 6–0 x 6-8 WOOD FRAME FULL LITE GLASS JULIET BALCONY DOOR W/ 12" TRANSOM .5/4 5.5" FIBER CEMENT BOARD SILL, JAMBS, & HEAD PRE-FINISHED 42" ALUMINUM GUARDRAIL PRE-FINISHED 42" ALUMINUM JULIET BALCONY GUARDRAIL CIRCULATION RAINSCREEN: COMPOSITE DECKING SLATS ON METAL FRAME (SEE STRUCTURAL) ONE-LIGHT OUTDOOR CYLINDER ACCENT LIGHT TWO-LIGHT OUTDOOR CYLINDER ACCENT LIGHT HVAC WALL PLENUM W/ ARCHITECTURAL LOUVER & SLOPED BRICK VENEER ROWLOCK SILL, BRICK VENEER JAMBS, SOLDIER COURSE HEAD 26 HVAC WALL PLENUM W/ ARCHITECTURAL LOUVER & 5/4 2.5" FIBER CEMENT TRIM 30"x30°HARDIE BOARD ACCENT MEDALLION W/5/4 3.5"FIBER CEMENT BOARD TRIM & 4/4 2" FIBER CEMENT BOARD BATTENS ALUMINUM FRAME SUNSHADE AWNINGS WITH 8:12 PITCH STANDING SEAM METAL ROOF TO MATCH CIRCULATION ENTRY ROOFS (DESIGN BY OTHERS) ELEVATION MATERIAL KEY (CONTINUED): 09 3-0 x 6-0 VINYL FRAME SINGLE HUNG WINDOW • 5/4 5.5" FIBER CEMENT BOARD CENTER MULLION ⚫ SLOPED BRICK VENEER ROWLOCK SILL, BRICK VENEER JAMBS, SOLDIER COURSE HEAD NOT USED 3-0 x 6-0 VINYL FRAME SINGLE HUNG WINDOW .5/4 5.5" FIBER CEMENT BOARD CENTER MULLION, SILL, JAMBS, & HEAD 4-0 x 6-0 VINYL FRAME SINGLE HUNG WINDOW

ILL, BRICK VENEER JAMBS, SOLDIER COURSE HEAD NOT USED 3-0 x 6-0 VINYL FRAME SINGLE HUNG WINDOW .5/4 5.5" FIBER CEMENT BOARD CENTER MULLION, SILL, JAMBS, & HEAD 4-0 x 6-0 VINYL FRAME SINGLE HUNG WINDOW ⚫ SLOPED BRICK VENEER ROWLOCK SILL, BRICK VENEER JAMBS, SOLDIER COURSE HEAD 13 4-0 x 6-0 VINYL FRAME SINGLE HUNG WINDOW • 5/4 5.5" FIBER CEMENT BOARD SILL, JAMBS, & HEAD 2-0 x 2-0 VINYL FRAME PICTURE WINDOW • SLOPED BRICK VENEER ROWLOCK SILL, BRICK VENEER JAMBS, SOLDIER COURSE HEAD 2-0 x 2-0 VINYL FRAME PICTURE WINDOW ⚫5/4 5.5" FIBER CEMENT BOARD SILL, JAMBS, & HEAD (16) 6-0 x 6-8 WOOD FRAME FULL LITE GLASS PORCH DOOR W/ 12" TRANSOM • 2" BRICK MOLD BOARD JAMBS & HEAD ELEVATION MATERIAL KEY: 25 YEAR ARCHITECTURAL SHINGLES OVER #15 ROOFING FELT METAL ROOF OVER #15 ROOFING FELT METAL DOME ATTIC VENT SEE BUILDING ROOF PLAN PRE-FINISHED 5K ALUMINUM SEAMLESS GUTTER OVER ALUMINUM TRIM COIL FASCIA PRE-FINISHED 4"x3" ALUMINUM DOWNSPOUT - CONNECT TO UNDERGROUND STORMWATER SYSTEM(SEE CIVIL DRAWINGS) 8.25" FIBER CEMENT LAP SIDING (7" EXPOSURE) • 5/4 5.5" FIBER CEMENT BOARD: FRIEZE BOARD & CLADDING TRANSITIONS •5/4 9.25°FIBER CEMENT BOARD: SILL TRIM & WALL CORNER TRIM (RIP WALL CORNER TRIM ADJACENT TO BRICK VENEER AS REQUIRED TO ALIGN WITH TRIM ABOVE) FIBER CEMENT PANELS .5/4 5.5" FIBER CEMENT BOARD: FRIEZE BOARD & CLADDING TRANSITIONS • 4/4 3.5°FIBER CEMENT BOARD: VERTICAL & HORIZONTAL BATTEN STRIPS •5/4 5.5°FIBER CEMENT BOARD: PORCH OPENING JAMBS ⚫5/4 9.25" FIBER CEMENT BOARD: SILL TRIM, WALL CORNER TRIM, CIRCULATION OPENING CORNERS BRICK VENEER *SLOPED ROWLOCK SILL: CLADDING TRANSITIONS & PORCH OPENING SILLS • SOLDIER COURSE: PORCH OPENING HEAD ® 20 20 20 12 2 20 T H ® 04 20 20 20 ® 田 ® 1 PARKING LOT ELEVATION 1/B = 1 益 20 BAT ( STREET ELEVATION 2 1/8" = 1' 20 90 D 20 H 個

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S & PORCH OPENING SILLS • SOLDIER COURSE: PORCH OPENING HEAD ® 20 20 20 12 2 20 T H ® 04 20 20 20 ® 田 ® 1 PARKING LOT ELEVATION 1/B = 1 益 20 BAT ( STREET ELEVATION 2 1/8" = 1' 20 90 D 20 H 個 84.4 NORTH CAROL AROLINA 45543 3/10/22 NGINEER ONATHAN DREXLER A.

FIRM NO. C-2825 MEAN ROOF HEIGHT TRUSS BEARING k ® MEAN ROOF HEIGHT 01 2022-03-10 Construction Documents ELEVATIONS - PARKING LOT & STREET PROJECT NUMBER: 20-15 DRAWN BY JAD BLDG56-1 B3.1 NOT USED NOT USED ELEVATION MATERIAL KEY (CONTINUED): 17) 6-0 x 6-8 WOOD FRAME FULL LITE GLASS JULIET BALCONY DOOR W/ 12" TRANSOM 8 4 8 888 886 6 ⚫2" BRICK MOLD BOARD JAMBS & HEAD • SLOPED BRICK VENEER ROWLOCK SILL, SOLDIER COURSE HEAD 6-0 x 6-8 WOOD FRAME FULL LITE GLASS JULIET BALCONY DOOR W/ 12" TRANSOM ⚫5/4 5.5" FIBER CEMENT BOARD SILL, JAMBS, & HEAD PRE-FINISHED 42" ALUMINUM GUARDRAIL PRE-FINISHED 42" ALUMINUM JULIET BALCONY GUARDRAIL CIRCULATION RAINSCREEN: COMPOSITE DECKING SLATS ON METAL FRAME (SEE STRUCTURAL) ONE-LIGHT OUTDOOR CYLINDER ACCENT LIGHT TWO-LIGHT OUTDOOR CYLINDER ACCENT LIGHT HVAC WALL PLENUM W/ ARCHITECTURAL LOUVER & SLOPED BRICK VENEER ROWLOCK SILL, BRICK VENEER JAMBS, SOLDIER COURSE HEAD 26 HVAC WALL PLENUM W/ ARCHITECTURAL LOUVER & 5/4 2.5" FIBER CEMENT TRIM 30"x30" HARDIE BOARD ACCENT MEDALLION W/ 5/4 3.5" FIBER CEMENT BOARD TRIM & 4/4 2" FIBER CEMENT BOARD BATTENS ALUMINUM FRAME SUNSHADE AWNINGS WITH 8:12 PITCH STANDING SEAM METAL ROOF TO MATCH CIRCULATION ENTRY ROOFS (DESIGN BY OTHERS) ELEVATION MATERIAL KEY (CONTINUED): 09 3-0 x 6-0 VINYL FRAME SINGLE HUNG WINDOW • 5/4 5.5" FIBER CEMENT BOARD CENTER MULLION

TANDING SEAM METAL ROOF TO MATCH CIRCULATION ENTRY ROOFS (DESIGN BY OTHERS) ELEVATION MATERIAL KEY (CONTINUED): 09 3-0 x 6-0 VINYL FRAME SINGLE HUNG WINDOW • 5/4 5.5" FIBER CEMENT BOARD CENTER MULLION • SLOPED BRICK VENEER ROWLOCK SILL, BRICK VENEER JAMBS, SOLDIER COURSE HEAD NOT USED 3-0 x 6-0 VINYL FRAME SINGLE HUNG WINDOW • 5/4 5.5" FIBER CEMENT BOARD CENTER MULLION, SILL, JAMBS, & HEAD 4-0 x 6-0 VINYL FRAME SINGLE HUNG WINDOW ⚫ SLOPED BRICK VENEER ROWLOCK SILL, BRICK VENEER JAMBS, SOLDIER COURSE HEAD 13 4-0 x 6-0 VINYL FRAME SINGLE HUNG WINDOW • 5/4 5.5" FIBER CEMENT BOARD SILL, JAMBS, & HEAD 2-0 x 2-0 VINYL FRAME PICTURE WINDOW • SLOPED BRICK VENEER ROWLOCK SILL, BRICK VENEER JAMBS, SOLDIER COURSE HEAD 2-0 x 2-0 VINYL FRAME PICTURE WINDOW ⚫5/4 5.5" FIBER CEMENT BOARD SILL, JAMBS, & HEAD 16 6-0 x 6-8 WOOD FRAME FULL LITE GLASS PORCH DOOR W/ 12" TRANSOM • 2" BRICK MOLD BOARD JAMBS & HEAD ELEVATION MATERIAL KEY: 25 YEAR ARCHITECTURAL SHINGLES OVER #15 ROOFING FELT METAL ROOF OVER #15 ROOFING FELT METAL DOME ATTIC VENT SEE BUILDING ROOF PLAN PRE-FINISHED 5K ALUMINUM SEAMLESS GUTTER OVER ALUMINUM TRIM COIL FASCIA PRE-FINISHED 4"x3" ALUMINUM DOWNSPOUT CONNECT TO UNDERGROUND STORMWATER SYSTEM (SEE CIVIL DRAWINGS) 8.25" FIBER CEMENT LAP SIDING (7" EXPOSURE) • 5/4 5.5" FIBER CEMENT BOARD: FRIEZE BOARD & CLADDING TRANSITIONS • 5/4 9.25" FIBER CEMENT BOARD: SILL TRIM & WALL CORNER TRIM (RIP WALL CORNER TRIM ADJACENT TO BRICK VENEER AS REQUIRED TO ALIGN WITH TRIM ABOVE) FIBER CEMENT PANELS • 5/4 5.5" FIBER CEMENT BOARD: FRIEZE BOARD & CLADDING TRANSITIONS • 4/4 3.5" FIBER CEMENT BOARD: VERTICAL & HORIZONTAL BATTEN STRIPS • 5/4 5.5" FIBER CEMENT BOARD: PORCH OPENING JAMBS • 5/4 9.25" FIBER CEMENT BOARD: SILL TRIM, WALL CORNER TRIM, CIRCULATION OPENING CORNERS BRICK VENEER

MENT BOARD: VERTICAL & HORIZONTAL BATTEN STRIPS • 5/4 5.5" FIBER CEMENT BOARD: PORCH OPENING JAMBS • 5/4 9.25" FIBER CEMENT BOARD: SILL TRIM, WALL CORNER TRIM, CIRCULATION OPENING CORNERS BRICK VENEER • SLOPED ROWLOCK SILL: CLADDING TRANSITIONS & PORCH OPENING SILLS • SOLDIER COURSE: PORCH OPENING HEAD NOT USED PORCH/SUNROOM EXTERIOR SIDE WALL (3 STORY BRICK MAIN BLDG FACE) PORCH/SUNROOM EXTERIOR SIDE WALL (2 STORY BRICK MAIN BLDG FACE) PORCH/SUNROOM EXTERIOR SIDE WALL (WINDOW SILL BRICK MAIN BLOG FACE) 自 OON * 8 8 2 1/8 = 1 04 05 He 20 ® H MEAN R ROOF TRUSS BEARING TOP OF SLAB B OMIT 2-0 x 2-0 WINDOW AND LOCATE ELECTRICAL METER CENTER G.C. TO COORDINATE WITH ELECTRICAL CONTRACTOR SIDE ELEVATION (BOTH SIDES SIMILAR) 1 1/8" 1' PORCH DOOR WALL (ALL UNIT SIMILAR) 16 -2 BRICK MOLD (TYP) 1'-0" BOARD HEAD TRIM (TYP) FIBER CEMENT 8'-0 PANELS (TYP) 1-0 PORCH & SUNROOM SIDE ELEVATIONS PORCH OPENING WALL (ALL UNIT SIMILAR) FRAMED PORCH OPENING DIMENSIONS ARCHED FIBER DAN CEMENT 1/4" (MINIMUM) DRIP EDGE (TYP) 8-01 D PORCH SIDE WALL (ALL UNIT SIMILAR) (BOTH SIDES SIMILAR) ROOF TRUSS 4/4 5.5" FIBER CEMENT BOARD JAMB TRIM EXTENDED TO HEAD TRIM (TYP) HVAC WALL PLENUM W/ ARCHITECTURAL LOUVER 4/4 2.5" FIBER CEMENT TRIM (TYP PORCH UNIT) (ONE SIDE ONLY) 32-1-1/2" WE -4/4 5.5" FIBER CEMENT BOARD HEAD TRIM (TYP) FIBER CEMENT PANELS (TYP) 4/4 5.5° FIBER CEMENT BOARD HEAD TRIM (TYP) FIBER CEMENT PANELS (TYP) 21'-5 1/4 WE BOARD INSIDE CORNER (TYP) TOP OF SITE JAD Version: Date: Version Name: 01 2022-03-10 Construction Documents PROJECT NUMBER 20-15 DRAWN BY BLDG56-1 B3.2 RE Rehab ENGINEERING, P.C.

401 East Fourth Street, Suite 201 Winston Salem, North Carolina 27101-4171 www.rehab-eng.com office 336 714.8935 fax 336 722.9872 CAROL COLINA 45543 3/10/22 NGINEER DREXLER ONATHAN A.

FIRM NO. C-2825

Pages 66–68

401 East Fourth Street, Suite 201 Winston Salem, North Carolina 27101-4171 www.rehab-eng.com office 336 714.8935 fax 336 722.9872 CAROL COLINA 45543 3/10/22 NGINEER DREXLER ONATHAN A.

FIRM NO. C-2825 ELEVATIONS - SIDE & PORCH & SUNROOM SIDES D DAVENPORT September 27, 2022 TRANSPORTATION IMPACT ANALYSIS Signature Apex Development Apex, NC Prepared for FA Development, LLC This report is printed on recycled paper with 30% post-consumer content.

All paper is FSC Certified. The entire document, including binding, is 100% recyclable.

Project #: 220418 DAVENPORT Transportation Impact Analysis Signature Apex Development Apex, NC Prepared for FA Development, LLC September 27, 2022 Analysis by: Dionne C. Brown, P.E.

Drafting/Graphics by: John Davenport, III Reviewed by: Erin Govea, P.E.

SEAL CAROLINA SIONAL ESSION NORTH PROFE SEAL 040247 BROWN ENGINEER DIONNE 21/09/28/2022 Sealed by: Dionne C. Brown, P.E.

thent This report is printed on recycled paper with 30% post-consumer content.

All paper is FSC Certified. The entire document, including binding, is 100% recyclable.

This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client.

Home Office: 119 Brookstown Drive, Suite PH-1 Winston-Salem, NC 27101 Main: 336,744.1636; Fax: 336.458.937 Serving the Southeast since 2002 NC License: 6-2522 Transportation Impact Analysis Signature Apex Development Prepared for FA Development, LLC September 27, 2022 Executive Summary

36; Fax: 336.458.937 Serving the Southeast since 2002 NC License: 6-2522 Transportation Impact Analysis Signature Apex Development Prepared for FA Development, LLC September 27, 2022 Executive Summary The purpose of this report is to assess the transportation impact of the proposed Signature Apex Development. The proposed development is located between New Hill Olive Chapel Road and Lawson Lane south of US Highway 64 in Apex, NC. Signature Apex Development will consist of 392 apartment units and 34,000 square feet of medical office space. This development proposes two (2) access points on US Highway 64.

Trip Generation Based on trip generation rates and equations published in Trip Generation (Institute of Transportation Engineers, 11th Edition), this development has a trip generation potential of 3,176 daily trips, with 252 trips in the AM peak hour and 288 trips in the PM peak hour.

Capacity Analysis and Recommendations This analysis has been conducted based on NCDOT guidelines and has identified the potential traffic impacts of this development.

With the exception of US Highway 64 at Pinefiled Road, all study intersections are expected to operate at LOS E or better. The proposed left-over access is expected to operate on US Highway 64 with a westbound 100-foot storage lane and appropriate taper. This access is far enough from Pinefield Road that there will not be a queuing issue. Both accesses are recommended to provide an eastbound right turn lanes of 100 feet of storage with appropriate taper. Table A summarizes the recommended improvements.

Conclusion This TIA was performed in order to assess transportation impacts of the proposed site as well as background traffic. Recommendations have been given to accommodate

Pages 69–70

recommended improvements.

Conclusion This TIA was performed in order to assess transportation impacts of the proposed site as well as background traffic. Recommendations have been given to accommodate these impacts. The analysis indicates that with the recommended improvements in place, the proposed site is not expected to have a detrimental effect on transportation capacity and mobility in the study area. Please note that the access points should designed according to NCDOT and Town of Apex standards as applicable.

9/27/2022 220418 Executive Summary - Signature Apex Development i Table A - Recommended Improvements Summary Intersection Recommendations US Highway 64 at New Hill Road • No improvements recommended US Highway 64 at New Hill Olive Chapel Road US Highway 64 at Pinefield Road US Highway 64 at Site Access 1 (LIRIRO) • No improvements recommended • • • • • • • US Highway 64 at Site Access 2 (RI) • No improvements recommended Construct the access as a left-in, right-in, rightout Provide a westbound 100-foot storage lane with appropriate taper Provide an eastbound 100-foot storage lane with appropriate taper The site access should be designed in accordance with NCDOT and Town of Apex standards as applicable.

Construct the access as a right-in Provide an eastbound 100-foot storage lane with appropriate taper The site access should be designed in accordance with NCDOT and Town of Apex standards as applicable.

9/27/2022 220418 Executive Summary - Signature Apex Development D DAVENPORT Transportation Impact Analysis Signature Apex Development Prepared for FA Development, LLC September 27, 2022 Introduction The purpose of this report is to assess the transportation impact of the proposed

sportation Impact Analysis Signature Apex Development Prepared for FA Development, LLC September 27, 2022 Introduction The purpose of this report is to assess the transportation impact of the proposed Signature Apex Development. The proposed development is located between New Hill Olive Chapel Road and Lawson Lane south of US Highway 64 in Apex, NC. Signature Apex Development will consist of 392 apartment units and 34,000 square feet of medical office space. This development proposes two (2) access points on US Highway 64. Figure 1 illustrates a concept plan in the appendix and Figures 2A and 2B display approximate and potential site location and study vicinity of this analysis.

Traffic conditions were assessed during the weekday AM (7-9 AM) and PM (4-6 PM) peak hours for the following conditions: 2022 Existing Conditions 2025 Future No-Build Conditions • 2025 Future Build Conditions 2025 Future Build Conditions + Improvements The study was conducted according to the standards and best practices utilized in the transportation engineering profession. Field data were collected consistent with industry standards and best practices. Trip generation was calculated using the Trip Generation Manual, 11th Edition published by the Institute of Transportation Engineers (ITE). This is the industry-standard method for trip generation. Data were analyzed using the methodology outlined in the Highway Capacity Manual, 6th Edition (HCM) published by the Transportation Research Board (TRB). Both publications are industry-standard publications and are routinely used by North Carolina Department of Transportation (NCDOT). Capacity and level of service are the design criteria for this traffic study.

Modeling and intersection analyses were performed using Synchro (Version 10.3), a

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na Department of Transportation (NCDOT). Capacity and level of service are the design criteria for this traffic study.

Modeling and intersection analyses were performed using Synchro (Version 10.3), a state-of-the-art software package widely used and accepted by transportation professionals and governments all over the United States and the world. These data sources and tools are adequate to reach the conclusions contained within this study.

The scope for this development was determined through coordination with NCDOT and Town of Apex staff. This is documented in the Appendix. Information regarding the proposed development was provided by Signature Development Group.

9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 1 D DAVENPORT Existing Study Area Based on professional experience, the study area included the following intersections: US Highway 64 at New Hill Road • US Highway 64 at New Hill Olive Chapel Road • US Highway 64 at Pinefield Road/ Hattie Road • US Highway 64 at Site Access 1 (LIRIRO) US Highway 64 at Site Access 2 (RIRO) A field investigation was conducted by DAVENPORT staff to determine the existing roadway conditions in the study area. Table 1 summarizes this information. Figure 3 shows the existing lane geometry.

Table 1 - Street Inventory Typical Cross Facility Name Route Section Pavement Width Speed Limit Maintained By 4-Lane Divided US Highway 64 US 64 Approx. 93' 55 MPH NCDOT Median New Hill Road NC 751/ SR 1001 2-Lane Undivided Approx. 27' 45 MPH NCDOT New Hill Olive Chapel Road SR 1141 2-Lane Undivided Approx. 21' 45 MPH NCDOT Not Posted Otherwise Pinefield Road SR 3115 2-Lane Undivided Approx. 32' NCDOT Assumed 35 MPH Base Traffic Volumes Turning movement counts were collected for the following intersections by Quality

Pages 71–72

DOT Not Posted Otherwise Pinefield Road SR 3115 2-Lane Undivided Approx. 32' NCDOT Assumed 35 MPH Base Traffic Volumes Turning movement counts were collected for the following intersections by Quality Counts on December 8, 2021, and July 27, 2022: US Highway 64 at New Hill Road US Highway 64 at New Hill Olive Chapel Road • US Highway 64 at Pinefield Road/ Hattie Road The counts were projected to a Base Year 2022 by using a 3% growth rate. The traffic volumes were balanced between the study intersections to provide a more conservative analysis. Figure 4 shows existing AM and PM peak hour volumes. More information can be found in the Traffic Volume Data section of the appendix.

9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 2 D DAVENPORT Approved Developments and Committed Improvements Approved Developments Approved developments are developments that have been recently approved in the area, but not yet constructed. According to the Town staff, there are two approved developments in the vicinity of the proposed development.

Triangle Math and Science Academy (TMSA) High School is planned south of US 64 between Amberlight Road and Dropseed Drive in Apex. The school is proposed to contain grades K-8 and be open by 2022. The site trips associated with this approved development will be incorporated in the analysis for the future conditions.

The Legacy Development is planned south of US 64 and west of the former Tee-toGreen site in Apex. The development is proposed to consist of up to 400 apartment units and be build by 2024. The site trips associated with this approved development will be incorporated in the analysis for the future conditions.

More information and Figure A shows the total approved development volumes in the appendix.

Pages 72–73

ps associated with this approved development will be incorporated in the analysis for the future conditions.

More information and Figure A shows the total approved development volumes in the appendix.

Committed Improvements Committed Improvements are improvements that are planned by Town, NCDOT or a developer in the area, but not yet constructed. Per NCDOT and Town staff, an improvement at US 64 and NC 751 is in the planning stages that will convert the intersection into an offset-T. This improvement will be incorporated in the models for the future conditions. More information and rerouting volumes of this improvement is shown in Figure B in the appendix.

Methodology The analysis for this TIA was conducted utilizing NCDOT standards. The following table contains a summary of the base assumptions: Table 2 - Assumptions and Parameters Peak Hour Factor 0.90 Background Traffic Annual Growth Rate 3.0% per year for all roadways Base Signal Timing/ Phasing Analysis Software Lane widths Truck percentages Provided by NCDOT Synchro/SimTraffic Version 10.3 12-feet unless measured otherwise 2% 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 3 DDAVENPORT Trip Generation The development is expected to consist of 360 apartment units and 34,000 square feet of medical office space. The trip generation potential of this site was projected based on the most recent edition (11h Edition) of the ITE Trip Generation Manual, which is the industry-standard methodology. Also, NCDOT Congestion Management provides guidance on the selection of appropriate rates and equations from the Trip Generation Manual, and these guidelines were applied. Table 3 presents the results.

Table 3 - ITE Trip Generation Signature Apex Development Average Weekday Driveway Volumes 24 Hour

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ions from the Trip Generation Manual, and these guidelines were applied. Table 3 presents the results.

Table 3 - ITE Trip Generation Signature Apex Development Average Weekday Driveway Volumes 24 Hour TwoWay AM Peak Hour PM Peak Hour ITE Land Use Land Size Data Source Volume Enter Exit Enter Exit Code Multifamily Housing (Mid-Rise) 221 392 Dwelling Units Adj. Eq.

1823 37 124 93 60 Medical Office 720 34 Th. Sq.

Ft.

Adj. Eq.

1353 72 19 41 94 Unadjusted Trips 3,176 109 143 134 154 Total Trips 3,176 109 143 134 154 Trip Distribution The trip distribution patterns for future site traffic were projected based on existing traffic patterns. The directional percentages for site traffic are listed below. The primary trip distribution model for this project is shown in Figure 5.

55% to and from the east on US Highway 64 25% to and from the west on US Highway 64 15% to and from the north on NC 751/ New Hill Road 5% to and from the south on New Hill Olive Chapel Road Future No Build Traffic The 2025 future no-build traffic volumes were computed by applying a 3.0% compounded annual growth rate to the base traffic volumes. Figure 6 shows the 2025 future no-build traffic volumes for AM and PM peaks.

Total Traffic The 2025 build-out traffic volume was obtained by summing the 2025 future no-build traffic volumes and site trips due to this project. Primary site trips are shown in Figure 7.

The resulting build volume totals for AM and PM peaks are shown in Figure 8. More information can be found in the Traffic Volume Data section of the appendix.

9/27/2022 220418 Transportation Impact Analysis - Signature Apex Development 4 DDAVENPORT Capacity Analysis Level of Service Evaluation Criteria The Transportation Research Board's Highway Capacity Manual (HCM) utilizes a term

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ation Impact Analysis - Signature Apex Development 4 DDAVENPORT Capacity Analysis Level of Service Evaluation Criteria The Transportation Research Board's Highway Capacity Manual (HCM) utilizes a term "level of service" to measure how traffic operates in intersections and on roadway segments. There are currently six levels of service ranging from A to F. Level of service “A” represents low-volume traffic operations and Level of Service "F" represents high-volume, oversaturated traffic operations. Synchro Traffic Modeling software was used to determine the level of service for studied intersections. All worksheet reports from the analyses can be found in the Appendix.

Table 4 - Level of Service and Control Delay Criteria from Highway Capacity Manual Levels of Service and Control Delay Criteria Signalized Intersection Unsignalized Intersection Level of Service Control Delay Per vehicle (sec) Level of Service Delay Range (sec) A ≤ 10 A ≤ 10 9/27/2022 B B C > 20 and 35 C D ヨ LL F > 35 and 55 D > 25 and 35 > 80 ヨ LL F > 35 and 50 220418 Transportation Impact Analysis – Signature Apex Development > 50 5 D DAVENPORT Discussion of Results US Highway 64 at New Hill Road This signalized intersection operates at LOS D during the AM and PM peak hours under base scenarios. This intersection planned to be converted into an offset-T in the future conditions. In future no build and build conditions, this the intersection is expected to operate at LOS C in the AM and PM peak. No improvements are recommended.

US Highway 64 at New Hill Olive Chapel Road This unsignalized intersection's worst approach operates at LOS B during the AM and PM peak hours under base scenarios. This intersection is planned to be converted into

at New Hill Olive Chapel Road This unsignalized intersection's worst approach operates at LOS B during the AM and PM peak hours under base scenarios. This intersection is planned to be converted into a signalized offset-T in the future conditions. In the future no build and future build conditions, LOS C is expected in the AM and PM peaks. No improvements are recommended.

US Highway 64 at Pinefield Road This unsignalized intersection's worst approach operates at LOS C and D during the AM peak and PM peak hours under base scenarios. In the future no build condition, LOS D is expected in the AM and PM peaks. Pinefield Road has a low volume of traffic, less than 5 vehicles per hour during the peak hours, is expected to have a minimal queue. In the future build condition, LOS D is expected in AM peak and LOS E in the PM peak.

LOS E is typical for unsignalized intersections due to the lack of gaps for left turn movements onto a major roadway. Therefore, no improvements are recommended.

However, in the future, this intersection should be evaluated to be converted into a reduced conflict intersection (RCI).

US Highway 64 at Site Access 1 (LIRIRO) In the future build conditions, a median break is requested to construct a left-in, right-in/ right-out. This intersection's worst approach is expected to operate at LOS D in the AM peak hour and LOS E in the PM peak hour. The need for left and right turn lanes was reviewed based on NCDOT “Policy on Street and Driveway Access to North Carolina Highways." Based on the AADT on US Highway 64 being above 4,000 vpd, it is recommended to provide a 100-foot eastbound right turn lane with appropriate taper. It so also recommended to provide a westbound left turn lane of 100 feet of storage with

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eing above 4,000 vpd, it is recommended to provide a 100-foot eastbound right turn lane with appropriate taper. It so also recommended to provide a westbound left turn lane of 100 feet of storage with appropriate taper for the crossover directional median break. The queues were evaluated, and the median break will not cause a queuing issue with the Pinefield Road median break. The site access should be designed in accordance with NCDOT and Town of Apex standards as applicable.

US Highway 64 at Site Access 2 (RI) In the future build conditions, this intersection is expected to be constructed as a right-in only. Therefore a LOS is not computed; however, the need for right turn lane was reviewed based on NCDOT "Policy on Street and Driveway Access to North Carolina 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development D DAVENPORT Highways." Based on the AADT on US Highway 64 being above 4,000 vpd, it is recommended to provide a 100-foot eastbound right turn lane with appropriate taper.

The site access should be designed in accordance with NCDOT and Town of Apex standards as applicable.

Recommended improvements at the study intersections are illustrated in Figure 9.

Level of Service Summary Table 5 presents the summary of the level of service analysis for all study intersections: Table 5 - Level of Service Summary AM Peak 2022 Base Year 2025 No Build 2025 Build 2025 Build + Improvements US Highway 64 at New Hill Road D (41.6) C (23.2) C (23.9) US Highway 64 at New Hill Olive Chapel Road B (10.1) C (28.5) C (29.2) NB Approach US Highway 64 at Pinefield Road C (20.4) SB Approach D (29.2) SB Approach D (31.2) SB Approach US Highway 64 at Site Access 1 (LIRIRO) US Highway 64 at Site Access 2 (RI) D (33.1) NB Approach D (31.5) NB Approach PM Peak 2022 Base

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d C (20.4) SB Approach D (29.2) SB Approach D (31.2) SB Approach US Highway 64 at Site Access 1 (LIRIRO) US Highway 64 at Site Access 2 (RI) D (33.1) NB Approach D (31.5) NB Approach PM Peak 2022 Base Year 2025 No Build 2025 Build 2025 Build + Improvements US Highway 64 at New Hill Road D (37.6) C (31.8) C (33.0) US Highway 64 at New Hill Olive Chapel Road B (10.2) C (24.6) C (24.9) NB Approach US Highway 64 at Pinefield Road D (25.1) SB Approach D (33.8) E (36.8) SB Approach SB Approach US Highway 64 at Site Access 1 (LIRIRO) E (47.1) E (43.8) NB Approach NB Approach US Highway 64 at Site Access 2 (RI) LOS (delay in seconds) Note for unsignalized conditions, LOS and delay indicates only minor street approach with longest delay 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 7 DDAVENPORT Summary and Conclusion The purpose of this report is to assess the transportation impact of the proposed Signature Apex Development. The proposed development is located between New Hill Olive Chapel Road and Lawson Lane south of US Highway 64 in Apex, NC. Signature Apex Development will consist of 392 apartment units and 34,000 square feet of medical office space. This development proposes two (2) access points on US Highway 64.

Capacity Analysis and Recommendations This analysis has been conducted based on NCDOT guidelines and has identified the potential traffic impacts of this development.

With the exception of US Highway 64 at Pinefiled Road, all study intersections are

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is has been conducted based on NCDOT guidelines and has identified the potential traffic impacts of this development.

9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development ∞ D DAVENPORT Table 6 - Recommended Improvements Summary Intersection Recommendations US Highway 64 at New Hill Road • No improvements recommended US Highway 64 at New Hill Olive Chapel Road • No improvements recommended US Highway 64 at Pinefield Road • No improvements recommended US Highway 64 at Site Access 1 (LIRIRO) US Highway 64 at Site Access 2 (RI) • • • • • • Construct the access as a left-in, right-in, rightout Provide a westbound 100-foot storage lane with appropriate taper Provide an eastbound 100-foot storage lane with appropriate taper The site access should be designed in

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a left-in, right-in, rightout Provide a westbound 100-foot storage lane with appropriate taper Provide an eastbound 100-foot storage lane with appropriate taper The site access should be designed in accordance with NCDOT and Town of Apex standards as applicable.

9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 6 DDAVENPORT Figures 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 10 13 SPACES 11 SPACES 11 SPACES 15 SPACES 12 SPACES US HWY 64 LAFTEVER 10 SPACES 9 SPACES RETAIL/ OFFICE BUILDING 90 SPACES APARTMENT LOT 4.53 AC 9 SPACES SPACES --5 SPACES 15 SPACES 15 SPACES BUILDING 7 SPACES FARMARIT NOTEB t 3 WETLAND LOT 3 1.29 AC RETAIL/ OFFICE LOT 4 DAS 3.27 AC 13 SPACES 13 SPACES 14 SPACES 100 RIPARIAN BUFFER D DAVENPORT PERENNIAL STREAM BMP & OPEN SPACE 3.61 AC RIPAR BUFFE UFFER IPARIAN INTERMITTANT STREAM BUILDING TO SPACES WETLAND 7 SPACES 11 SPACES 18 SPACES 9 SPACES 11 SPACES BUILDING 4 OPACIES 12 SPACES 10 SPACES 13 SPACES 13 SPACES 14 SPACES 14 SPACES 12 SPACES 9 SPACES 11 SPACES 13 SPACES SPACES 8 SPACES SPACES 6 SPACES SPACES SPACES 10 SPACES APARTMENT LOT 2 BUILDING 5 SPACES 8.90 AC 15 SPACES 10 SPACES 13 SPACES BUILDING & TI SPACES SPACES 13 SPACES 2 THE 50 TYPE E STREETSCAPE BUFFER WILL BE PLANTED TO THE FULLEST EXTENT PRACTICABLE IN A 15 WIDTH ADDITIONAL BUFFER, FOR A TOTAL OF 20 BUFFER, DUE TO EXISTING UTILITY EASEMENTS WITHIN THE BUFFER EXISTING TOPOGRAPHY TAKEN FROM WAKE COUNTY GE EXISTING PROPERTY BOUNDARIES TAKEN FROM WAKE COUNTY CIB RETAIL/ OFFICE LOT 5 2.17 AC SITE DATA HS 3805 UB 64 HWY W, NC

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UTILITY EASEMENTS WITHIN THE BUFFER EXISTING TOPOGRAPHY TAKEN FROM WAKE COUNTY GE EXISTING PROPERTY BOUNDARIES TAKEN FROM WAKE COUNTY CIB RETAIL/ OFFICE LOT 5 2.17 AC SITE DATA HS 3805 UB 64 HWY W, NC PIN 0712842430 PROPERTY OWNER GOODWIN, LOUVENIA ANN S 3800 UB 64 HWY W APEX NC 27523-8452 UNITS PER BUILDING-56 PROPOSED UNITS-992 UNITS PARKING REQUIRED 224 (1 BEDIX 15 SPACES 336 SPACES 168 2 BED) X 1.5 SPACES 252 SPACES TOTAL REQUIRED=588 SPACES PARKING PROVIDED = 506 BPACES NUMBER OF HANDICAPPED &PACES-xx CE CE GROUP 301 GLENWOOD AVE 220 RALEIGH NC 27803 PHONE: 91-7-870 FAX: 919-322-0032 www.cegroupine.am Low C-173 NORTH 10 SPACES S SPACE B SPACES 10 SPACES ☐ 10SPACES 14 SPACES 11 SPACES பட 7 SPACES BUILDING 7 GO SPACES 10 SPACES 15 SPACES 19 SPACES ப FIGURE 1 CONCEPT PLAN MAIN TRACT AREA RCA REQUIRED: elimin 35.83 A.C PROPOSED RCA 883A.C 081AC Release Constru APARTMENT LOT 1 APARTMENT LOT 2 4.63 A.C 8.90 AC 361AC 1.29A.C 327 AC BMP & OPEN SPACE: RETAIL LOTS RETAIL LOT 4 RETAIL LOTS NEW RAW AREA MULTI-FAMILY RETAIL/OFFICE TOTAL LOT AREA 217AC 245 AC 1343 AC (88% OF LOT AREA) 6.73 AC (34% OF LOT AREA) LOTS FUTURE OFFICE LOT 4 FUTURE OFFICE LOTS FUTURE OFFICE TOTAL 20.16 A.C 8,000 SF +-12,000 BF -16,100 B -34,100 SF CLICK BEFORE 811 PARTN NORTH SCALE: 67 PRELIMINARY DESIGN NOT RELEASED FOR CONSTRUCTION CONCEPT MAP 3 GOODWIN PROPERTY APEX NORTH CAROLINA 10/22 1=40 129.01 Sheck Ne 1 REVISIONO 751 US Hwy 64 Amberlight Rd propseed Dr Antler Vw Dr Lovage Dr B PINEFIELD Pinefie Feld Rd SITE Lawson Ln D DAVENPORT FIGURE 2A SITE LOCATION MAP PROPOSED SITE INDICATORS Flying Ha US Hwy 64 751 US. Hwy 64 Amberlight Rd Propseed Deal Antler Vw Dr Lovage Dr PINEFIELD Pinefie eld Rd awson Ln Lawson Ln Flying Rd U.S. Hwy 64 DDAVENPORT FIGURE 2B VICINITY MAP STUDY INTERSECTIONS EXISTING

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wy 64 751 US. Hwy 64 Amberlight Rd Propseed Deal Antler Vw Dr Lovage Dr PINEFIELD Pinefie eld Rd awson Ln Lawson Ln Flying Rd U.S. Hwy 64 DDAVENPORT FIGURE 2B VICINITY MAP STUDY INTERSECTIONS EXISTING PROPOSED N SPEED LIMIT 45 NC 751 9,000 75' SPEED LIMIT 55 300' 175' 75' 350' 5.900 New Hill Road SPEED LIMIT 45 गा 150' 820' FULL Chapel Road New Hill Olive US 64 22,500 300' 3,350' This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client.

D DAVENPORT Figure 3 - Existing Lane Geometry LEGEND SIGN CONTROL ROADWAY TRAFFIC MOVEMENT BLACK = EXISTING XXXX AADT 2020 Pinefield Road ااد VOLUMES 100' PIT 375' SPEED LIMIT 55 Signature Apex Development Apex, NC DAVENPORT Project Number 220418 N NC 751 [་ 215/204 817 / 1004 55/119 7/13 82/138 76/206-> 144/239 عاد 108/82 1010/950 56/100 1154/1193 8/15 1094/1340 US 64 121/109 Chapel Road New Hill Olive LEGEND SIGN CONTROL ROADWAY TRAFFIC MOVEMENT BLACK = EXISTING AM/PM PEAKS Pinefield Road 2/3 1/1 0/1 0/3 1275/1298 1/2 1093/1338 0/1 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client.

DDAVENPORT Figure 42022 Existing Traffic Volumes Signature Apex Development Apex, NC

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all be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client.

DDAVENPORT Figure 42022 Existing Traffic Volumes Signature Apex Development Apex, NC DAVENPORT Project Number 220418 1 1/6 77/38 207/128 New Hill Road N 15% NC 751 15% IN 25% 25% IN 15% OUT 25% OUT US 64 40% IN 40% OUT 5% OUT 5% IN New Hill Olive Chapel Road 5% This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client.

D DAVENPORT 15% IN 30% IN 45% OUT 55% IN 100% OUT Site Access 1 100% OUT 15% IN Figure 5Primary Trip Distribution LEGEND SIGN CONTROL RIGHT-IN ROADWAY TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED BLUE = PROPOSED Pinefield Road 55% IN + 45% OUT 45% OUT → 55% OUT Site Access 2 % DESTINATION NODE 55% IN 55% Signature Apex Development Apex, NC DAVENPORT Project Number 220418 N NC 751 311/516 90/151 118/90 1306/1271 500/428 1116/1285 8/15 1440 / 1451 183/351 1247/1428 113/141 132/71 | ს 146/170 376/300 Chapel Road New Hill Olive US 64 LEGEND SIGN CONTROL ROADWAY ➡TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED BLUE = PROPOSED AM/PM PEAKS Pinefield Road 2/3 26/36 0/3 1545/1676 1/2 1465/1602 0/15 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be

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tended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client.

DDAVENPORT Figure 6 2025 Future No Build Volumes Signature Apex Development Apex, NC DAVENPORT Project Number 220418 N NC 751 16/20 0/03 10/0 27/34 21/23 36/39 0/0 US 64 44 / 54 0/0 57/62 7/8 0/0 771 רי 5/7 C 0/0 Chapel Road New Hill Olive 16/20 33/40 64/69 60/74 143/154 Site Access 1 143/154 16/20 124/143 Site Access 2 LEGEND SIGN CONTROL RIGHT-IN ROADWAY TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED BLUE = PROPOSED AM/PM PEAKS Pinefield Road 0/0 0/0 64/69 0/0 79/85 0/0 60/74 0/0 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client.

D DAVENPORT Figure 7 Primary Site Trips Signature Apex Development Apex, NC DAVENPORT Project Number 220418 N NC 751 327/536 90/151 118/90 1333/1305 521/451 1152/1324 8/15 US 64 1484/1505 183/351 1304/1490 120/149 132/71 151/177 376/300 Chapel Road New Hill Olive 1586/1736 33/40 1556/1708 60/74 143/154 Site Access 1 1713/1870 16/20 1616/1782 Site Access 2 Pinefield Road 90/105 0/3 1624/1761 LEGEND SIGN CONTROL RIGHT-IN ROADWAY TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED BLUE = PROPOSED AM/PM PEAKS 1/2 1525/1676 0/15 This document, together with the concepts and designs

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1624/1761 LEGEND SIGN CONTROL RIGHT-IN ROADWAY TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED BLUE = PROPOSED AM/PM PEAKS 1/2 1525/1676 0/15 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client.

DDAVENPORT Figure 82025 Future Build Volumes Signature Apex Development Apex, NC DAVENPORT Project Number 220418 N NC 751 300' الد 75' US 64 150' , וורר 375' 375' 150' FULL 150' Chapel Road New Hill Olive 100' -11 100' FULL Site Access 1 100' = Design site accesses according to NCDOT Design Standards Site Access 2 LEGEND SIGN CONTROL ROADWAY TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED BLUE = PROPOSED Pinefield Road 300' الد 100' 375' This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client.

DDAVENPORT Figure 9 - Recommended Improvements Signature Apex Development Apex, NC DAVENPORT Project Number 220418 DDAVENPORT Appendix 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 11 DDAVENPORT Trip Generation 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 12 Multifamily Housing (Mid-Rise) Not Close to Rail Transit (221) Vehicle Trip Ends vs: Dwelling Units On a: Weekday

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ration 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 12 Multifamily Housing (Mid-Rise) Not Close to Rail Transit (221) Vehicle Trip Ends vs: Dwelling Units On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 11 Avg. Num. of Dwelling Units: 201 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per Dwelling Unit Average Rate 4.54 Data Plot and Equation T = Trip Ends 1,500 1,000 500 1780 Range of Rates 3.76 - 5.40 + × X Х '0 × Study Site 100 200 X = Number of Dwelling Units Fitted Curve Fitted Curve Equation: T = 4.77(X) - 46.46 Standard Deviation 0.51 х 300 Average Rate R²= 0.93 Trip Gen Manual, 11th Edition Institute of Transportation Engineers 392 400 Multifamily Housing (Mid-Rise) Not Close to Rail Transit (221) Vehicle Trip Ends vs: On a: Dwelling Units Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m.

General Urban/Suburban Setting/Location: Number of Studies: Avg. Num. of Dwelling Units: 30 173 Directional Distribution: 23% entering, 77% exiting Vehicle Trip Generation per Dwelling Unit Average Rate 0.37 Data Plot and Equation T = Trip Ends 300 200 100 '0 161 145 100 Range of Rates 0.15-0.53 200 Standard Deviation 0.09 300 392 400 × Study Site X = Number of Dwelling Units Fitted Curve Fitted Curve Equation: T = 0.44(X) - 11.61 Average Rate R²= 0.91 Trip Gen Manual, 11th Edition Institute of Transportation Engineers 500 Multifamily Housing (Mid-Rise) Not Close to Rail Transit (221) Vehicle Trip Ends vs: On a: Dwelling Units Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m.

General Urban/Suburban Setting/Location: Number of Studies: 31 Avg. Num. of Dwelling Units: 169 Directional Distribution: 61% entering, 39% exiting

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jacent Street Traffic, One Hour Between 4 and 6 p.m.

General Urban/Suburban Setting/Location: Number of Studies: 31 Avg. Num. of Dwelling Units: 169 Directional Distribution: 61% entering, 39% exiting Vehicle Trip Generation per Dwelling Unit Average Rate 0.39 Data Plot and Equation T = Trip Ends 200 150 153 153 100 50 Range of Rates 0.19 -0.57 + 300 392 400 Ο × Study Site 100 200 X = Number of Dwelling Units Fitted Curve Standard Deviation 0.08 Average Rate R²= 0.91 Trip Gen Manual, 11th Edition Institute of Transportation Engineers 500 Х Medical-Dental Office Building - Stand-Alone (720) Vehicle Trip Ends vs: On a: 1000 Sq. Ft. GFA Weekday Setting/Location: Number of Studies: Avg. 1000 Sq. Ft. GFA: Directional Distribution: General Urban/Suburban 18 15 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate 36.00 Range of Rates 14.52 100.75 Data Plot and Equation T = Trip Ends 3,000 2,000 1,000 1353 1224 × Standard Deviation 13.38 ☑ 34 20 40 60 X = 1000 Sq. Ft. GFA Fitted Curve Average Rate × Study Site Fitted Curve Equation: T = 42.97(X) - 108.01 R²= 0.92 Trip Gen Manual, 11th Edition Institute of Transportation Engineers Medical-Dental Office Building - Stand-Alone (720) Vehicle Trip Ends vs: On a: Setting/Location: Number of Studies: Avg. 1000 Sq. Ft. GFA: Directional Distribution: 1000 Sq. Ft. GFA Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m.

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Average Rate 3.10 Data Plot and Equation T = Trip Ends 500 400 300 200 100 105 91 Range of Rates 0.87 - 14.30 34 20 40 X=1000 Sq. Ft. GFA × Study Site Trip Gen Manual, 11th Edition Fitted Curve 60 60 Standard Deviation 1.49 80 ☑ Average Rate R²= 0.80 Institute of Transportation Engineers 100 Medical-Dental Office Building - Stand-Alone (720) Vehicle Trip Ends vs: On a: Setting/Location: Number of Studies: Avg. 1000 Sq. Ft. GFA: Directional Distribution: 1000 Sq. Ft. GFA Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m.

General Urban/Suburban 30 23 30% entering, 70% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate 3.93 Range of Rates 0.62 - 8.86 Standard Deviation 1.86 Data Plot and Equation T = Trip Ends 600 500 400 300 200 135 134 100 X 34 20 40 X = 1000 Sq. Ft. GFA × Study Site Fitted Curve Equation: T = 4.07(X) - 3.17 Fitted Curve 60 60 80 Average Rate R²= 0.77 Trip Gen Manual, 11th Edition Institute of Transportation Engineers 100 DDAVENPORT Level of Service Analysis 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 13 DDAVENPORT AM Base Conditions 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 14 Lanes, Volumes, Timings 100: New Hill Road & US Highway 64 09/28/2022 Lane Group EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations ན Traffic Volume (vph) 108 1010 56 55 817 215 77 207 4 144 76 Future Volume (vph) 108 1010 56 7 55 817 215 77 207 4 144 76 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 200 275 75 0 0 75 Storage Lanes 1 1 0 0 1 Taper Length (ft) 100 100 25 100 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00

900 1900 1900 1900 1900 Storage Length (ft) 275 200 275 75 0 0 75 Storage Lanes 1 1 0 0 1 Taper Length (ft) 100 100 25 100 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.998 0.922 Fit Protected 0.950 0.950 0.987 0.950 Satd. Flow (prot) 1770 3539 1583 0 1770 3539 1583 0 1835 0 1770 1717 Fit Permitted 0.220 0.152 0.850 0.301 Satd. Flow (perm) 410 3539 1583 0 283 3539 1583 0 1580 Right Turn on Red No No 子。 0 561 1717 No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 1019 859 1394 1003 Travel Time (s) 12.6 10.6 21.1 15.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 120 1122 62 8 61 908 239 86 230 4 160 84 Shared Lane Traffic (%) Lane Group Flow (vph) 120 1122 62 69 Turn Type D.P+P 908 239 NA pm+ov 320 160 175 Perm ΝΑ pm+pt ΝΑ Protected Phases Permitted Phases Detector Phase 565 2 8 7 2 2 6 2 2 1 7 88 4 8 7 4 Switch Phase Minimum Initial (s) 7.0 14.0 14.0 7.0 7.0 17.0 9.0 9.0 9.0 9.0 9.0 Minimum Split (s) 12.6 25.8 25.8 12.4 12.4 25.8 15.7 24.4 24.4 15.7 24.9 Total Split (s) 20.0 90.0 90.0 20.0 20.0 90.0 35.0 35.0 35.0 35.0 70.0 Total Split (%) 11.1% 50.0% 50.0% 11.1% 11.1% 50.0% 19.4% 19.4% 19.4% 19.4% 38.9% Maximum Green (s) 14.4 82.2 82.2 14.6 14.6 82.2 28.3 28.6 28.6 28.3 63.1 Yellow Time (s) 3.0 5.8 5.8 3.0 3.0 5.8 3.0 4.4 4.4 3.0 5.3 All-Red Time (s) 2.6 2.0 2.0 2.4 2.4 2.0 3.7 2.0 2.0 3.7 1.6 Lost Time Adjust (s) -0.6 -2.8 -2.8 -0.4 -2.8 -1.7 -1.4 -1.7 -1.9 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize?

Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Max Max None None Max None

Pages 101–102

Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize?

Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Max Max None None Max None None None None None Act Effct Green (s) 95.9 87.2 87.2 95.9 85.1 111.7 30.0 56.6 56.6 Actuated g/C Ratio 0.57 0.52 0.52 0.57 0.51 0.67 0.18 0.34 0.34 v/c Ratio 0.37 0.61 0.08 0.29 0.51 0.23 1.13 0.47 0.30 Control Delay 18.4 30.6 21.7 17.9 29.3 11.7 152.7 45.1 42.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 18.4 30.6 21.7 17.9 29.3 11.7 152.7 45.1 42.6 LOS B C C B C B F Approach Delay 29.1 25.2 152.7 43.8 Approach LOS C C LL F 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE AM Existing Page 1 Lanes, Volumes, Timings 100: New Hill Road & US Highway 64 Lane Group SBR Lane Configurations Traffic Volume (vph) 82 Future Volume (vph) 82 Ideal Flow (vphpl) 1900 Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) Lane Util. Factor 1.00 Frt Fit Protected Satd. Flow (prot) 0 Fit Permitted Satd. Flow (perm) 0 Right Turn on Red No Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor 0.90 Adj. Flow (vph) 91 Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize?

Pages 102–104

y Total Delay LOS Approach Delay Approach LOS 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 AM Existing Page 2 Lanes, Volumes, Timings 100: New Hill Road & US Highway 64 09/28/2022 Lane Group EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Queue Length 50th (ft) 54 443 33 30 340 97 ~404 128 142 Queue Length 95th (ft) 96 581 68 60 456 147 #665 196 216 Internal Link Dist (ft) 939 779 1314 923 Turn Bay Length (ft) 275 200 275 75 75 Base Capacity (vph) 365 1843 824 303 1798 1135 283 406 667 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.33 0.61 0.08 0.23 0.51 0.21 1.13 0.39 0.26 Intersection Summary Area Type: Other Cycle Length: 180 Actuated Cycle Length: 167.5 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.13 Intersection Signal Delay: 41.6 Intersection Capacity Utilization 74.8% Analysis Period (min) 15 Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.

Intersection LOS: D ICU Level of Service D # 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 100: New Hill Road & US Highway 64 01 02 20 s 90 s 05 06 20 s 90 s 04 70 s 07 08 35 s 35 s 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE AM Existing Page 3 Lanes, Volumes, Timings 100: New Hill Road & US Highway 64 Lane Group Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary SBR 09/28/2022 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE AM Existing Page 4

Pages 104–105

rvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary SBR 09/28/2022 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE AM Existing Page 4 HCM Unsignalized Intersection Capacity Analysis 200: New Hill Olive Chapel Road & US Highway 64 Movement Lane Configurations EBT EBR WBL WBT NBL NBR Traffic Volume (veh/h) 1154 Future Volume (Veh/h) 1154 8 O O 1094 121 0 1094 0 121 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 1282 9 0 1216 0 134 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) 1 Raised 1 859 0.77 0.77 0.77 1291 1890 641 1282 608 794 1567 。 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 po queue free % 100 100 84 CM capacity (veh/h) 638 212 840 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 NB 1 Volume Total 641 641 9 608 608 134 Volume Left 0 0 0 0 0 0 Volume Right 0 9 134 CSH 1700 1700 1700 1700 1700 840 Volume to Capacity 0.38 0.38 0.01 0.36 0.36 0.16 Queue Length 95th (ft) 0 0 0 0 0 14 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 10.1 Lane LOS B Approach Delay (s) Approach LOS 00 0.0 0.0 10.1 B Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 46.1% ICU Level of Service A Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 AM Existing Page 6 HCM Unsignalized Intersection Capacity Analysis 300: US Highway 64 & Pinefield Road Movement EBL EBT WBU WBT WBR SBL SBR Lane Configurations ན A Traffic Volume (veh/h) 1275 0 1093 Grade Future Volume (Veh/h)

Pages 105–107

ignalized Intersection Capacity Analysis 300: US Highway 64 & Pinefield Road Movement EBL EBT WBU WBT WBR SBL SBR Lane Configurations ན A Traffic Volume (veh/h) 1275 0 1093 Grade Future Volume (Veh/h) Sign Control Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked 1275 0 1093 Free Free Stop 0% 0% 0% 0.90 0.90 0.90 0.90 0.90 0.90 0.90 4 1417 0 1214 4 4 4 Raised 1 Raised 1 0.00 0 VC, conflicting volume 1218 1930 607 vC1, stage 1 conf vol 1214 vC2, stage 2 conf vol 716 vCu, unblocked vol 1218 0 1930 607 tC, single (s) 4.1 0.0 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 0.0 3.5 3.3 po queue free % 99 0 98 99 CM capacity (veh/h) 568 167 439 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 WB 4 SB 1 Volume Total 4 708 708 607 607 4 0 8 Volume Left 4 0 0 0 0 0 4 Volume Right 0 0 4 CSH 568 1700 1700 1700 1700 1700 1700 242 Volume to Capacity 0.01 Queue Length 95th (ft) 1 Control Delay (s) 11.4 ¥°g 0.42 0.42 0.36 0.36 0.00 0.00 0.03 0 0 0 0 3 0.0 0.0 0.0 0.0 0.0 0.0 20.4 Lane LOS B Approach Delay (s) 0.0 0.0 20.4 Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization 0.1 45.2% ICU Level of Service A Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 AM Existing Page 8 DDAVENPORT AM Future No-Build Conditions 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 15 Lanes, Volumes, Timings 100: US Highway 64 & New Hill Road Lane Group EBL EBT WBU WBT WBR SBL SBR Lane Configurations ན Traffic Volume (vph) 118 1306 8 1116 500 311 90 Future Volume (vph) 118 1306 8 1116 500 311 90 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900

BL EBT WBU WBT WBR SBL SBR Lane Configurations ན Traffic Volume (vph) 118 1306 8 1116 500 311 90 Future Volume (vph) 118 1306 8 1116 500 311 90 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 275 75 300 300 Storage Lanes 1 0 1 Taper Length (ft) 100 100 200 Lane Util. Factor 1.00 0.95 0.95 0.95 1.00 0.97 1.00 Frt 0.850 0.850 Fit Protected 0.950 0.950 Satd. Flow (prot) 1770 3539 0 3539 1583 3433 1583 Fit Permitted 0.950 0.937 0.950 Satd. Flow (perm) 1770 3539 0 3316 1583 3433 1583 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 Link Distance (ft) 1019 859 1003 Travel Time (s) 12.6 10.6 15.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 131 1451 9 1240 556 346 100 Shared Lane Traffic (%) Lane Group Flow (vph) 131 1451 1249 556 346 100 Turn Type Prot ΝΑ Perm ΝΑ Perm Prot Perm Protected Phases 5 2 Permitted Phases Detector Phase 5 2 90 60 3 7 Switch Phase Minimum Initial (s) 7.0 14.0 17.0 17.0 17.0 9.0 9.0 Minimum Split (s) 14.6 Total Split (s) 22.0 Total Split (%) 25.8 25.8 25.8 25.8 17.7 17.7 142.0 120.0 120.0 120.0 38.0 38.0 12.2% 78.9% 66.7% 66.7% 66.7% 21.1% 21.1% Maximum Green (s) 15.0 135.0 113.0 113.0 113.0 31.0 31.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize?

Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Max Max Max Max None None Act Effct Green (s) 16.4 137.0 115.6 115.6 24.5 24.5 Actuated g/C Ratio 0.10 0.80 0.67 0.67 0.14 0.14 v/c Ratio 0.78 0.51 0.56 0.52 0.71 0.44 Control Delay 104.3 6.9 16.3 16.8 78.4 73.6 Queue Delay 0.0 0.0 0.6 0.9 0.0 0.0 Total Delay 104.3 6.9 16.9

Pages 108–109

24.5 Actuated g/C Ratio 0.10 0.80 0.67 0.67 0.14 0.14 v/c Ratio 0.78 0.51 0.56 0.52 0.71 0.44 Control Delay 104.3 6.9 16.3 16.8 78.4 73.6 Queue Delay 0.0 0.0 0.6 0.9 0.0 0.0 Total Delay 104.3 6.9 16.9 17.7 78.4 73.6 LOS F A B B Approach Delay 15.0 17.1 77.3 Approach LOS B B யஜய E E 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 AM Future No Build Page 1 Lanes, Volumes, Timings 100: US Highway 64 & New Hill Road Lane Group EBL EBT WBU WBT WBR SBL SBR Queue Length 50th (ft) 146 255 368 300 194 105 Queue Length 95th (ft) #263 352 475 442 252 171 Internal Link Dist (ft) 939 779 923 Turn Bay Length (ft) 275 75 300 300 Base Capacity (vph) 175 2828 2235 1067 660 304 Starvation Cap Reductn 0 550 251 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.75 0.51 0.74 0.68 0.52 0.33 Intersection Summary Area Type: Cycle Length: 180 Other Actuated Cycle Length: 171.5 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 23.2 Intersection Capacity Utilization 88.6% Analysis Period (min) 15 Intersection LOS: C ICU Level of Service E # 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 142 s 02 100: US Highway 64 & New Hill Road 05 22 s 06 120 s 03 38 s 07 38 s 09/28/2022 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE AM Future No Build Page 2 Lanes, Volumes, Timings 200: New Hill Olive Chapel Road & US Highway 64 Lane Group EBT EBR WBU WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1440 183 Future Volume (vph) 1440 183 132 Ideal Flow (vphpl) 1900 1900 1900 132 113 1247 376 146 113 1247 376 146 1900 1900 1900 1900 Storage Length (ft) 150 375 150 150 Storage Lanes 2 1

Volume (vph) 1440 183 Future Volume (vph) 1440 183 132 Ideal Flow (vphpl) 1900 1900 1900 132 113 1247 376 146 113 1247 376 146 1900 1900 1900 1900 Storage Length (ft) 150 375 150 150 Storage Lanes 2 1 Taper Length (ft) 200 200 Lane Util. Factor 0.95 1.00 0.95 0.97 0.95 0.97 1.00 Frt 0.850 0.850 Fit Protected 0.950 0.950 Satd. Flow (prot) 3539 1583 0 3433 3539 3433 1583 Fit Permitted 0.950 0.950 Satd. Flow (perm) 3539 1583 0 3433 3539 3433 1583 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 Link Distance (ft) 859 3399 935 Travel Time (s) 10.6 42.1 14.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 1600 203 147 126 1386 418 162 Shared Lane Traffic (%) Lane Group Flow (vph) 1600 203 273 1386 418 162 Turn Type NA pm+ov Prot Prot ΝΑ Prot pm+ov Protected Phases 2 8 1!

1 1!

Permitted Phases 2 Detector Phase 2 8 1 Switch Phase Minimum Initial (s) 14.0 7.0 7.0 7.0 14.0 7.0 7.0 Minimum Split (s) 25.0 25.0 14.0 14.0 25.0 25.0 14.0 Total Split (s) 115.0 Total Split (%) 37.0 28.0 63.9% 20.6% 15.6% 28.0 143.0 37.0 28.0 15.6% 79.4% 20.6% 15.6% Maximum Green (s) 108.0 30.0 21.0 21.0 136.0 30.0 21.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead Lead-Lag Optimize?

Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Max None Act Effct Green (s) 75.1 112.7 Actuated g/C Ratio 0.53 0.80 None None Max None 18.3 98.5 0.13 0.70 0.23 0.40 32.5 55.9 v/c Ratio 0.85 0.16 0.61 0.56 0.53 0.26 Control Delay 33.1 3.7 66.1 11.4 53.4 32.9 Queue Delay 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay 33.2 3.7 66.1 11.4 53.4 32.9 LOS C E B Approach Delay 29.9 Approach LOS C 20.4 C

Pages 110–111

.85 0.16 0.61 0.56 0.53 0.26 Control Delay 33.1 3.7 66.1 11.4 53.4 32.9 Queue Delay 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay 33.2 3.7 66.1 11.4 53.4 32.9 LOS C E B Approach Delay 29.9 Approach LOS C 20.4 C 47.6 169 D C D 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 AM Future No Build Page 3 Lanes, Volumes, Timings 200: New Hill Olive Chapel Road & US Highway 64 Lane Group EBT EBR WBU WBL WBT NBL NBR Queue Length 50th (ft) 635 36 123 306 175 100 Queue Length 95th (ft) 778 64 197 352 281 192 Internal Link Dist (ft) 779 3319 855 Turn Bay Length (ft) 150 375 150 150 Base Capacity (vph) 2801 1263 568 3331 790 683 Starvation Cap Reductn 230 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.62 0.16 0.48 0.42 0.53 0.24 Intersection Summary Area Type: Cycle Length: 180 Other Actuated Cycle Length: 141.2 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 28.5 Intersection Capacity Utilization 70.0% Analysis Period (min) 15 ! Phase conflict between lane groups.

Intersection LOS: C ICU Level of Service C Splits and Phases: 200: New Hill Olive Chapel Road & US Highway 64 28 s 01 02 115 s 06 143 s 37 s 08 09/28/2022 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE AM Future No Build Page 4 HCM Unsignalized Intersection Capacity Analysis 300: US Highway 64 & Pinefield Road Movement EBU EBL EBT WBU WBT WBR SBL SBR Lane Configurations A Traffic Volume (veh/h) 26 1545 1465 4 Future Volume (Veh/h) 26 4 1545 0 1465 4 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 0 4 1717 0 1628 4 4 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type

Pages 111–113

ak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 0 4 1717 0 1628 4 4 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume Raised 1 Raised 0.00 0.00 0 1632 0 2494 814 vC1, stage 1 conf vol 1628 vC2, stage 2 conf vol 866 vCu, unblocked vol 0 1632 2494 814 tC, single (s) 0.0 4.1 0.0 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 0.0 po queue free % CM capacity (veh/h) 000 2.2 0.0 3.5 3.3 99 0 96 99 394 104 321 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 WB 4 SB 1 Volume Total 4 858 858 814 814 4 0 8 Volume Left 4 0 0 0 0 0 0 4 Volume Right 0 4 CSH 394 1700 1700 1700 1700 1700 1700 157 Volume to Capacity 0.01 0.51 0.51 0.48 0.48 0.00 0.00 0.05 Queue Length 95th (ft) 1 0 0 0 0 4 Control Delay (s) 14.2 0.0 0.0 0.0 0.0 0.0 0.0 29.2 Lane LOS B D Approach Delay (s) 0.0 0.0 29.2 Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization 0.1 52.7% ICU Level of Service A Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 AM Future No Build Page 6 DDAVENPORT AM Future Build Conditions 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 16 Lanes, Volumes, Timings 100: US Highway 64 & New Hill Road Lane Group EBL EBT WBU WBT WBR SBL SBR Lane Configurations ན Traffic Volume (vph) 118 1333 1152 521 327 90 Future Volume (vph) 118 1333 8 1152 521 327 90 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 275 75 300 300 Storage Lanes 1 0 1 Taper Length (ft) 100 100 200 Lane Util. Factor 1.00 0.95 0.95 0.95 1.00 0.97 1.00 Frt 0.850 0.850 Fit Protected 0.950 0.950 Satd. Flow (prot) 1770 3539 0 3539 1583

Pages 113–114

275 75 300 300 Storage Lanes 1 0 1 Taper Length (ft) 100 100 200 Lane Util. Factor 1.00 0.95 0.95 0.95 1.00 0.97 1.00 Frt 0.850 0.850 Fit Protected 0.950 0.950 Satd. Flow (prot) 1770 3539 0 3539 1583 3433 1583 Fit Permitted 0.950 0.936 0.950 Satd. Flow (perm) 1770 3539 0 3313 1583 3433 1583 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 Link Distance (ft) 1019 859 1003 Travel Time (s) 12.6 10.6 15.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 131 1481 9 1280 579 363 100 Shared Lane Traffic (%) Lane Group Flow (vph) 131 1481 1289 579 363 100 Turn Type Prot ΝΑ Perm ΝΑ Perm Prot Perm Protected Phases 5 2 Permitted Phases Detector Phase 5 2 90 60 3 7 Switch Phase Minimum Initial (s) 7.0 14.0 17.0 17.0 17.0 9.0 9.0 Minimum Split (s) 14.6 Total Split (s) 22.0 Total Split (%) 25.8 25.8 25.8 25.8 17.7 17.7 142.0 120.0 120.0 120.0 38.0 38.0 12.2% 78.9% 66.7% 66.7% 66.7% 21.1% 21.1% Maximum Green (s) 15.0 135.0 113.0 113.0 113.0 31.0 31.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize?

Pages 114–115

78.6 72.7 LOS F A B B Approach Delay 15.3 18.1 77.3 Approach LOS B B Шош E E 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 AM Future Build Page 1 Lanes, Volumes, Timings 100: US Highway 64 & New Hill Road Lane Group EBL EBT WBU WBT WBR SBL SBR Queue Length 50th (ft) 147 274 396 326 204 105 Queue Length 95th (ft) #266 374 510 478 264 171 Internal Link Dist (ft) 939 779 923 Turn Bay Length (ft) 275 75 300 300 Base Capacity (vph) 174 2812 2221 1061 657 303 Starvation Cap Reductn 0 534 244 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.75 0.53 0.76 0.71 0.55 0.33 Intersection Summary Area Type: Other Cycle Length: 180 Intersection LOS: C Actuated Cycle Length: 172.5 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 23.9 Intersection Capacity Utilization 90.8% Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Pages 115–116

ft) 200 200 Lane Util. Factor 0.95 1.00 0.95 0.97 0.95 0.97 1.00 Frt 0.850 0.850 Fit Protected 0.950 0.950 Satd. Flow (prot) 3539 1583 0 3433 3539 3433 1583 Fit Permitted 0.950 0.950 Satd. Flow (perm) 3539 1583 0 3433 3539 3433 1583 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 Link Distance (ft) 859 2149 935 Travel Time (s) 10.6 26.6 14.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 1649 203 147 133 1449 418 168 Shared Lane Traffic (%) Lane Group Flow (vph) 1649 203 280 1449 418 168 Turn Type NA pm+ov Prot Prot ΝΑ Prot pm+ov Protected Phases 2 8 1!

1 1!

Permitted Phases 2 Detector Phase 2 8 1 1 Switch Phase Minimum Initial (s) 14.0 7.0 7.0 7.0 14.0 7.0 7.0 Minimum Split (s) 25.0 25.0 14.0 14.0 25.0 25.0 14.0 Total Split (s) 115.0 Total Split (%) 37.0 28.0 63.9% 20.6% 15.6% 28.0 143.0 15.6% 37.0 28.0 79.4% 20.6% 15.6% Maximum Green (s) 108.0 30.0 21.0 21.0 136.0 30.0 21.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead Lead-Lag Optimize?

Pages 116–117

0418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 AM Future Build Page 3 Lanes, Volumes, Timings 200: New Hill Olive Chapel Road & US Highway 64 Lane Group EBT EBR WBU WBL WBT NBL NBR Queue Length 50th (ft) 679 37 130 346 183 109 Queue Length 95th (ft) 813 63 219 386 305 221 Internal Link Dist (ft) 779 2069 855 Turn Bay Length (ft) 150 375 150 150 Base Capacity (vph) 2692 1271 546 3249 759 656 Starvation Cap Reductn 285 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.69 0.16 0.51 0.45 0.55 0.26 Intersection Summary Area Type: Cycle Length: 180 Other Actuated Cycle Length: 147.4 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 29.2 Intersection Capacity Utilization 71.4% Analysis Period (min) 15 ! Phase conflict between lane groups.

Pages 117–118

h) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume Raised 1 Raised 0.00 0.00 0 1698 0 2604 847 vC1, stage 1 conf vol 1694 vC2, stage 2 conf vol 910 vCu, unblocked vol 0 1698 2604 847 tC, single (s) 0.0 4.1 0.0 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 0.0 2.2 0.0 3.5 3.3 po queue free % 0 99 0 96 99 CM capacity (veh/h) 0 371 96 305 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 WB 4 SB 1 Volume Total 4 902 902 847 847 4 0 8 Volume Left 4 0 0 0 0 0 0 4 Volume Right 0 4 CSH 371 1700 1700 1700 1700 1700 1700 146 Volume to Capacity 0.01 0.53 0.53 0.50 0.50 0.00 0.00 0.05 Queue Length 95th (ft) 1 0 0 0 0 0 4 Control Delay (s) 14.8 0.0 0.0 0.0 0.0 0.0 0.0 31.2 Lane LOS B D Approach Delay (s) 0.0 0.0 31.2 Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization 0.1 61.6% ICU Level of Service B Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 AM Future Build Page 6 HCM Unsignalized Intersection Capacity Analysis 400: Site Access 1 & US Highway 64 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 怕 Traffic Volume (veh/h) 1586 33 60 1556 143 Future Volume (Veh/h) 1586 33 60 1556 0 143 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 1762 37 67 1729 0 159 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised 1 Raised 1 Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume 1799 2779 900 vC1, stage 1 conf vol 1780 vC2, stage 2 conf vol 998 vCu, unblocked vol 1799 2779 900 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 po queue free % 80 100 44 CM capacity (veh/h) 339 79 282 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1

Pages 118–119

8 vCu, unblocked vol 1799 2779 900 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 po queue free % 80 100 44 CM capacity (veh/h) 339 79 282 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 1175 624 643 1153 159 Volume Left 0 0 67 0 0 Volume Right 37 0 159 CSH 1700 1700 339 1700 282 Volume to Capacity 0.69 0.37 0.20 0.68 0.56 Queue Length 95th (ft) 0 0 18 0 80 Control Delay (s) 0.0 0.0 6.8 0.0 33.1 Lane LOS A D Approach Delay (s) 00 0.0 2.4 33.1 Approach LOS Intersection Summary Average Delay 2.6 Intersection Capacity Utilization 90.2% ICU Level of Service Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE ய E 09/28/2022 AM Future Build Page 8 HCM Unsignalized Intersection Capacity Analysis 500: Site Access 2 & US Highway 64 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 怕 Traffic Volume (veh/h) 1713 16 0 1616 Future Volume (Veh/h) 1713 16 0 1616 0 0 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 1903 18 0 1796 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised 1 Raised 1 Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume 1921 2810 960 vC1, stage 1 conf vol 1912 vC2, stage 2 conf vol 898 vCu, unblocked vol 1921 2810 960 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 po queue free % 100 100 100 CM capacity (veh/h) 304 77 257 Direction, Lane # EB 1 EB 2 WB 1 WB 2 Volume Total 1269 652 898 898 Volume Left 0 0 0 0 Volume Right 18 0 CSH 1700 1700 1700 1700 Volume to Capacity 0.75 0.38 0.53 0.53 Queue Length 95th (ft) 0 0 0 0 Control Delay (s) 0.0 0.0 0.0 0.0 Lane LOS Approach Delay (s) Approach LOS 00 0.0 0.0

Pages 119–121

0 Volume Right 18 0 CSH 1700 1700 1700 1700 Volume to Capacity 0.75 0.38 0.53 0.53 Queue Length 95th (ft) 0 0 0 0 Control Delay (s) 0.0 0.0 0.0 0.0 Lane LOS Approach Delay (s) Approach LOS 00 0.0 0.0 Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 51.2% ICU Level of Service A Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 AM Future Build Page 10 DDAVENPORT AM Future Build + Improvements Conditions 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 17 Lanes, Volumes, Timings 100: US Highway 64 & New Hill Road Lane Group EBL EBT WBU WBT WBR SBL SBR Lane Configurations ན Traffic Volume (vph) 118 1333 1152 521 327 90 Future Volume (vph) 118 1333 8 1152 521 327 90 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 275 75 300 300 Storage Lanes 1 0 1 Taper Length (ft) 100 100 200 Lane Util. Factor 1.00 0.95 0.95 0.95 1.00 0.97 1.00 Frt 0.850 0.850 Fit Protected 0.950 0.950 Satd. Flow (prot) 1770 3539 0 3539 1583 3433 1583 Fit Permitted 0.950 0.936 0.950 Satd. Flow (perm) 1770 3539 0 3313 1583 3433 1583 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 Link Distance (ft) 1019 859 1003 Travel Time (s) 12.6 10.6 15.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 131 1481 9 1280 579 363 100 Shared Lane Traffic (%) Lane Group Flow (vph) 131 1481 1289 579 363 100 Turn Type Prot ΝΑ Perm ΝΑ Perm Prot Perm Protected Phases 5 2 Permitted Phases Detector Phase 5 2 90 60 3 7 Switch Phase Minimum Initial (s) 7.0 14.0 17.0 17.0 17.0 9.0 9.0 Minimum Split (s) 14.6 Total Split (s) 22.0 Total Split (%) 25.8 25.8 25.8 25.8 17.7 17.7 142.0 120.0 120.0 120.0 38.0 38.0 12.2% 78.9% 66.7% 66.7% 66.7% 21.1% 21.1%

Pages 121–122

s) 7.0 14.0 17.0 17.0 17.0 9.0 9.0 Minimum Split (s) 14.6 Total Split (s) 22.0 Total Split (%) 25.8 25.8 25.8 25.8 17.7 17.7 142.0 120.0 120.0 120.0 38.0 38.0 12.2% 78.9% 66.7% 66.7% 66.7% 21.1% 21.1% Maximum Green (s) 15.0 135.0 113.0 113.0 113.0 31.0 31.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize?

Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Max Max Max Max None None Act Effct Green (s) 16.4 137.1 115.7 115.7 25.4 25.4 Actuated g/C Ratio 0.10 0.79 0.67 0.67 0.15 0.15 v/c Ratio 0.78 0.53 0.58 0.55 0.72 0.43 Control Delay 105.3 7.4 17.1 17.8 78.6 72.7 Queue Delay 0.0 0.0 0.7 1.0 0.0 0.0 Total Delay 105.3 7.4 17.8 18.8 78.6 72.7 LOS F A B B Approach Delay 15.3 18.1 77.3 Approach LOS B B Шош E E 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 AM Future Build + Imp Page 1 Lanes, Volumes, Timings 100: US Highway 64 & New Hill Road Lane Group EBL EBT WBU WBT WBR SBL SBR Queue Length 50th (ft) 147 274 396 326 204 105 Queue Length 95th (ft) #266 374 510 478 264 171 Internal Link Dist (ft) 939 779 923 Turn Bay Length (ft) 275 75 300 300 Base Capacity (vph) 174 2812 2221 1061 657 303 Starvation Cap Reductn 0 534 244 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.75 0.53 0.76 0.71 0.55 0.33 Intersection Summary Area Type: Other Cycle Length: 180 Intersection LOS: C Actuated Cycle Length: 172.5 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 23.9 Intersection Capacity Utilization 90.8% Analysis Period (min) 15

Pages 122–123

ated Cycle Length: 172.5 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 23.9 Intersection Capacity Utilization 90.8% Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 100: US Highway 64 & New Hill Road 02 142 s 05 22 s 06 120 s ICU Level of Service E 03 38 s 07 38 s 09/28/2022 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE AM Future Build + Imp Page 2 Lanes, Volumes, Timings 200: New Hill Olive Chapel Road & US Highway 64 Lane Group EBT EBR WBU WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1484 183 132 120 1304 376 151 Future Volume (vph) 1484 183 132 120 1304 376 151 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 375 150 150 Storage Lanes 2 1 Taper Length (ft) 200 200 Lane Util. Factor 0.95 1.00 0.95 0.97 0.95 0.97 1.00 Frt 0.850 0.850 Fit Protected 0.950 0.950 Satd. Flow (prot) 3539 1583 0 3433 3539 3433 1583 Fit Permitted 0.950 0.950 Satd. Flow (perm) 3539 1583 0 3433 3539 3433 1583 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 Link Distance (ft) 859 2149 935 Travel Time (s) 10.6 26.6 14.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 1649 203 147 133 1449 418 168 Shared Lane Traffic (%) Lane Group Flow (vph) 1649 203 280 1449 418 168 Turn Type NA pm+ov Prot Prot ΝΑ Prot pm+ov Protected Phases 2 8 1!

1 1!

Pages 123–124

nimum Split (s) 25.0 25.0 14.0 14.0 25.0 25.0 14.0 Total Split (s) 115.0 Total Split (%) 37.0 28.0 63.9% 20.6% 15.6% 28.0 143.0 15.6% 37.0 28.0 79.4% 20.6% 15.6% Maximum Green (s) 108.0 30.0 21.0 21.0 136.0 30.0 21.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead Lead-Lag Optimize?

Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Max None None None Max None Act Effct Green (s) 80.6 118.4 18.9 104.6 32.6 56.6 Actuated g/C Ratio 0.55 0.80 0.13 0.71 0.22 0.38 v/c Ratio 0.85 0.16 0.64 0.58 0.55 0.28 Control Delay 32.9 3.7 69.5 11.6 57.3 36.2 Queue Delay 0.2 0.0 0.0 0.0 0.0 0.0 Total Delay 33.1 3.7 69.5 11.6 57.3 36.2 LOS C E B Approach Delay 29.9 Approach LOS C 21.0 C 51.3 E3D D 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 AM Future Build + Imp Page 3 Lanes, Volumes, Timings 200: New Hill Olive Chapel Road & US Highway 64 Lane Group EBT EBR WBU WBL WBT NBL NBR Queue Length 50th (ft) 679 37 130 346 183 109 Queue Length 95th (ft) 813 63 219 386 305 221 Internal Link Dist (ft) 779 2069 855 Turn Bay Length (ft) 150 375 150 150 Base Capacity (vph) 2692 1271 546 3249 759 656 Starvation Cap Reductn 285 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.69 0.16 0.51 0.45 0.55 0.26 Intersection Summary Area Type: Cycle Length: 180 Other Actuated Cycle Length: 147.4 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 29.2 Intersection Capacity Utilization 71.4% Analysis Period (min) 15 ! Phase conflict between lane groups.

Intersection LOS: C ICU Level of Service C

Pages 124–125

aximum v/c Ratio: 0.85 Intersection Signal Delay: 29.2 Intersection Capacity Utilization 71.4% Analysis Period (min) 15 ! Phase conflict between lane groups.

Intersection LOS: C ICU Level of Service C Splits and Phases: 200: New Hill Olive Chapel Road & US Highway 64 28 s 01 02 115 s 06 143 s 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 37 s 08 09/28/2022 AM Future Build + Imp Page 4 HCM Unsignalized Intersection Capacity Analysis 300: US Highway 64 & Pinefield Road Movement EBU EBL EBT WBU WBT WBR SBL SBR Lane Configurations A Traffic Volume (veh/h) 90 1624 1525 4 Future Volume (Veh/h) 90 4 1624 0 1525 4 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 0 4 1804 0 1694 4 4 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume Raised 1 Raised 0.00 0.00 0 1698 0 2604 847 vC1, stage 1 conf vol 1694 vC2, stage 2 conf vol 910 vCu, unblocked vol 0 1698 2604 847 tC, single (s) 0.0 4.1 0.0 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 0.0 2.2 0.0 3.5 3.3 po queue free % 0 99 0 96 99 CM capacity (veh/h) 0 371 96 305 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 WB 4 SB 1 Volume Total 4 902 902 847 847 4 0 8 Volume Left 4 0 0 0 0 0 0 4 Volume Right 0 4 CSH 371 1700 1700 1700 1700 1700 1700 146 Volume to Capacity 0.01 0.53 0.53 0.50 0.50 0.00 0.00 0.05 Queue Length 95th (ft) 1 0 0 0 0 0 4 Control Delay (s) 14.8 0.0 0.0 0.0 0.0 0.0 0.0 31.2 Lane LOS B D Approach Delay (s) 0.0 0.0 31.2 Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization 0.1 61.6% ICU Level of Service B Analysis Period (min) 15 220418 Signature Apex Development

Pages 125–127

ach Delay (s) 0.0 0.0 31.2 Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization 0.1 61.6% ICU Level of Service B Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 AM Future Build + Imp Page 6 HCM Unsignalized Intersection Capacity Analysis 400: Site Access 1 & US Highway 64 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1586 33 60 1556 143 Future Volume (Veh/h) 1586 33 60 1556 0 143 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 1762 37 67 1729 0 159 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised 1 Raised 1 Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume 1799 2760 881 vC1, stage 1 conf vol 1762 vC2, stage 2 conf vol 998 vCu, unblocked vol 1799 2760 881 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 po queue free % 80 100 45 CM capacity (veh/h) 339 81 290 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 Volume Total 881 888 881 37 67 864 864 159 Volume Left 0 0 0 67 0 0 0 Volume Right 37 0 159 CSH 1700 1700 1700 339 1700 1700 290 Volume to Capacity 0.52 0.52 0.02 0.20 0.51 0.51 0.55 Queue Length 95th (ft) 0 0 0 18 0 77 Control Delay (s) 0.0 0.0 0.0 18.2 0.0 0.0 31.5 Lane LOS D Approach Delay (s) 00 0.0 0.7 31.5 Approach LOS D Intersection Summary Average Delay 1.7 Intersection Capacity Utilization 59.4% ICU Level of Service Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE B 09/28/2022 AM Future Build + Imp Page 8 HCM Unsignalized Intersection Capacity Analysis 500: Site Access 2 & US Highway 64 Movement EBT EBR WBL WBT NBL NBR

Pages 127–129

evelopment DAVENPORT - Dionne C. Brown, PE B 09/28/2022 AM Future Build + Imp Page 8 HCM Unsignalized Intersection Capacity Analysis 500: Site Access 2 & US Highway 64 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1713 16 1616 Future Volume (Veh/h) 1713 16 0 1616 0 0 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 1903 18 0 1796 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised 1 Raised 1 Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume 1921 2801 952 vC1, stage 1 conf vol 1903 vC2, stage 2 conf vol 898 vCu, unblocked vol 1921 2801 952 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 po queue free % CM capacity (veh/h) 100 100 100 304 77 260 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 Volume Total 952 952 18 898 898 Volume Left 0 0 0 0 0 Volume Right 18 CSH 1700 1700 1700 1700 1700 Volume to Capacity 0.56 0.56 0.01 0.53 0.53 Queue Length 95th (ft) 0 0 0 0 0 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 Lane LOS Approach Delay (s) 00 0.0 0.0 Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization 0.0 50.7% ICU Level of Service A Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 AM Future Build + Imp Page 10 DDAVENPORT PM Base Conditions 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 18 Lanes, Volumes, Timings 100: New Hill Road & US Highway 64 09/28/2022 Lane Group EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations ན Traffic Volume (vph) 82 950 100 13 119 1004 204 38 128 Future Volume (vph) 82 950 100 13 119 1004 204 38 128 Ideal Flow (vphpl)

up EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations ན Traffic Volume (vph) 82 950 100 13 119 1004 204 38 128 Future Volume (vph) 82 950 100 13 119 1004 204 38 128 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 200 275 75 0 Storage Lanes 1 1 0 66000 239 206 239 206 1900 1900 75 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.995 0.940 Fit Protected 0.950 0.950 0.989 0.950 Satd. Flow (prot) 1770 3539 1583 0 1770 3539 1583 0 1833 0 1770 1751 Fit Permitted 0.149 0.163 0.824 0.346 Satd. Flow (perm) 278 3539 1583 0 304 3539 1583 0 1527 0 645 1751 Right Turn on Red No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 1019 859 1394 1003 Travel Time (s) 12.6 10.6 21.1 15.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 91 1056 111 14 132 1116 227 42 142 7 266 229 Shared Lane Traffic (%) Lane Group Flow (vph) 91 1056 111 146 1116 227 191 266 382 Turn Type D.P+P NA pm+ov Perm ΝΑ pm+pt ΝΑ Protected Phases Permitted Phases Detector Phase 565 2 8 7 4 2 2 6 2 2 1 7 8 8 17 4 4 Switch Phase Minimum Initial (s) 7.0 14.0 14.0 7.0 7.0 17.0 9.0 9.0 9.0 9.0 9.0 Minimum Split (s) 12.6 25.8 25.8 12.4 12.4 25.8 15.7 24.4 24.4 15.7 24.9 Total Split (s) 20.0 90.0 90.0 20.0 20.0 90.0 35.0 35.0 35.0 35.0 70.0 Total Split (%) 11.1% 50.0% 50.0% 11.1% 11.1% 50.0% 19.4% 19.4% 19.4% 19.4% 38.9% Maximum Green (s) 14.4 82.2 82.2 14.6 14.6 82.2 28.3 28.6 28.6 28.3 63.1 Yellow Time (s) 3.0 5.8 5.8 3.0 3.0 5.8 3.0 4.4 4.4 3.0 5.3 All-Red Time (s) 2.6 2.0 2.0 2.4 2.4 2.0 3.7 2.0 2.0 3.7 1.6 Lost Time Adjust (s) -0.6 -2.8 -2.8 -0.4 -2.8 -1.7 -1.4 -1.7 -1.9 Total Lost Time (s) 5.0

Page 130

e (s) 3.0 5.8 5.8 3.0 3.0 5.8 3.0 4.4 4.4 3.0 5.3 All-Red Time (s) 2.6 2.0 2.0 2.4 2.4 2.0 3.7 2.0 2.0 3.7 1.6 Lost Time Adjust (s) -0.6 -2.8 -2.8 -0.4 -2.8 -1.7 -1.4 -1.7 -1.9 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize?

Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Max Max None None Max None None None None None Act Effct Green (s) 97.2 85.3 85.3 97.2 87.3 119.6 25.9 58.2 58.2 Actuated g/C Ratio 0.57 0.50 0.50 0.57 0.51 0.70 0.15 0.34 0.34 v/c Ratio 0.37 0.60 0.14 0.53 0.62 0.20 0.82 0.67 0.64 Control Delay 20.1 33.3 25.4 23.4 32.7 10.0 97.9 52.2 52.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 20.1 33.3 25.4 23.4 32.7 10.0 97.9 52.2 52.7 LOS C C C C C B F D Approach Delay 31.7 28.3 97.9 52.5 Approach LOS C C F 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE PM Existing Page 1 Lanes, Volumes, Timings 100: New Hill Road & US Highway 64 Lane Group SBR Lane Configurations Traffic Volume (vph) 138 Future Volume (vph) 138 Ideal Flow (vphpl) 1900 Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) Lane Util. Factor 1.00 Frt Fit Protected Satd. Flow (prot) 0 Fit Permitted Satd. Flow (perm) 0 Right Turn on Red No Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor 0.90 Adj. Flow (vph) 153 Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize?

Vehicle Extension (s) Recall Mode Act Effct Green (s)

Pages 130–132

Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize?

Vehicle Extension (s) Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 PM Existing Page 2 Lanes, Volumes, Timings 100: New Hill Road & US Highway 64 09/28/2022 Lane Group EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Queue Length 50th (ft) 45 466 70 75 491 87 214 231 361 Queue Length 95th (ft) 76 565 118 116 594 135 #334 327 491 Internal Link Dist (ft) 939 779 1314 923 Turn Bay Length (ft) 275 200 275 75 75 Base Capacity (vph) 297 1771 792 307 1811 1136 269 418 670 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.31 0.60 0.14 0.48 0.62 0.20 0.71 0.64 0.57 Intersection Summary Area Type: Cycle Length: 180 Other Intersection LOS: D Actuated Cycle Length: 170.5 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay: 37.6 Intersection Capacity Utilization 78.7% Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 100: New Hill Road & US Highway 64 01 02 20 s 90 s 05 06 20 s 90 s ICU Level of Service D 04 70 s 07 08 35 s 35 s 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE PM Existing Page 3 Lanes, Volumes, Timings 100: New Hill Road & US Highway 64 Lane Group Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn

Pages 132–134

US Highway 64 Lane Group Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary SBR 09/28/2022 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE PM Existing Page 4 HCM Unsignalized Intersection Capacity Analysis 200: New Hill Olive Chapel Road & US Highway 64 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1193 15 1340 109 Future Volume (Veh/h) 1193 15 0 1340 0 109 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 1326 17 0 1489 0 121 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) 1 Raised 1 859 0.79 0.79 0.79 1343 2070 663 1326 744 892 1817 27 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 po queue free % 100 100 85 CM capacity (veh/h) 594 182 819 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 NB 1 Volume Total 663 663 17 744 744 121 Volume Left 0 0 0 0 0 0 Volume Right 17 121 CSH 1700 1700 1700 1700 1700 819 Volume to Capacity 0.39 0.39 0.01 0.44 0.44 0.15 Queue Length 95th (ft) 0 0 0 0 0 13 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 10.2 Lane LOS B Approach Delay (s) Approach LOS 00 0.0 0.0 10.2 B Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 46.4% ICU Level of Service A Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 PM Existing Page 6 HCM Unsignalized Intersection Capacity Analysis

Pages 134–136

on 46.4% ICU Level of Service A Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 PM Existing Page 6 HCM Unsignalized Intersection Capacity Analysis 300: US Highway 64 & Pinefield Road Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) EBU EBL EBT WBU WBT WBR SBL SBR A 1298 1338 4 4 1298 1 1338 4 Free Free Stop 0% 0% 0% 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0 4 1442 0 1487 4 4 4 Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume vC1, stage 1 conf vol Raised 1 Raised 0.00 0 1491 0.00 0 2216 744 1487 vC2, stage 2 conf vol 729 vCu, unblocked vol 0 1491 2216 744 tC, single (s) 0.0 4.1 0.0 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 0.0 po queue free % CM capacity (veh/h) 000 2.2 0.0 3.5 3.3 99 0 97 99 446 127 357 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 WB 4 SB 1 Volume Total 4 721 721 744 744 4 0 8 Volume Left 4 0 0 0 0 0 0 4 Volume Right 0 0 4 CSH 446 1700 1700 1700 1700 1700 1700 187 Volume to Capacity 0.01 0.42 0.42 0.44 0.44 0.00 0.00 0.04 Queue Length 95th (ft) 1 0 0 0 0 3 Control Delay (s) 13.1 0.0 0.0 0.0 0.0 0.0 0.0 25.1 Lane LOS B D Approach Delay (s) 0.0 0.0 00 25.1 Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization 0.1 47.0% ICU Level of Service A Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 PM Existing Page 8 DDAVENPORT PM Future No-Build Conditions 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 19 Lanes, Volumes, Timings 100: US Highway 64 & New Hill Road Lane Group EBL EBT WBU

AVENPORT PM Future No-Build Conditions 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 19 Lanes, Volumes, Timings 100: US Highway 64 & New Hill Road Lane Group EBL EBT WBU WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 90 1271 15 1285 428 516 151 Future Volume (vph) 90 1271 15 1285 428 516 151 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 275 75 300 300 Storage Lanes 1 0 1 Taper Length (ft) 100 100 200 Lane Util. Factor 1.00 0.95 0.95 0.95 1.00 0.97 1.00 Frt 0.850 0.850 Fit Protected 0.950 0.999 0.950 Satd. Flow (prot) 1770 3539 0 3536 1583 3433 1583 Fit Permitted 0.950 0.913 0.950 Satd. Flow (perm) 1770 3539 0 3231 1583 3433 1583 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 Link Distance (ft) 1019 859 1003 Travel Time (s) 12.6 10.6 15.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 100 1412 17 1428 476 573 168 Shared Lane Traffic (%) Lane Group Flow (vph) 100 1412 1445 476 573 168 Turn Type Prot ΝΑ Perm ΝΑ Perm Prot Perm Protected Phases 5 2 Permitted Phases Detector Phase 5 2 66 60 3 7 Switch Phase Minimum Initial (s) 7.0 14.0 17.0 17.0 17.0 9.0 9.0 Minimum Split (s) 14.6 Total Split (s) 22.0 Total Split (%) 25.8 25.8 25.8 25.8 17.7 17.7 142.0 120.0 120.0 120.0 38.0 38.0 12.2% 78.9% 66.7% 66.7% 66.7% 21.1% 21.1% Maximum Green (s) 15.0 135.0 113.0 113.0 113.0 31.0 31.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize?

Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Max Max Max Max None None Act Effct Green (s) 15.6 137.0 Actuated g/C Ratio

Pages 137–138

d/Lag Lead Lag Lag Lag Lead-Lag Optimize?

Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Max Max Max Max None None Act Effct Green (s) 15.6 137.0 Actuated g/C Ratio 0.09 0.76 116.4 116.4 32.6 32.6 0.65 0.65 0.18 0.18 v/c Ratio 0.65 0.52 0.69 0.46 0.92 0.59 Control Delay 99.2 9.3 22.6 18.0 92.6 76.5 Queue Delay 0.0 0.0 1.6 0.7 0.0 0.0 Total Delay 99.2 9.3 24.2 18.7 92.6 76.5 LOS F A C B Approach Delay 15.2 22.8 89.0 Approach LOS B 0 FOF 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 PM Future No Build Page 1 Lanes, Volumes, Timings 100: US Highway 64 & New Hill Road Lane Group EBL EBT WBU WBT WBR SBL SBR Queue Length 50th (ft) 116 317 563 279 347 184 Queue Length 95th (ft) 188 360 645 368 #453 273 Internal Link Dist (ft) 939 779 923 Turn Bay Length (ft) 275 75 300 300 Base Capacity (vph) 167 2699 2094 1026 630 291 Starvation Cap Reductn 0 436 263 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.60 0.52 0.87 0.62 0.91 0.58 Intersection Summary Area Type: Cycle Length: 180 Other Intersection LOS: C Actuated Cycle Length: 179.6 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 31.8 Intersection Capacity Utilization 97.8% Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 100: US Highway 64 & New Hill Road 02 142 s 05 22 s 06 120 s ICU Level of Service F 03 38 s 07 38 s 09/28/2022 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE PM Future No Build Page 2 Lanes, Volumes, Timings 200: New Hill Olive Chapel Road & US Highway 64 Lane Group EBT EBR WBU WBL WBT NBL NBR Lane Configurations Traffic Volume (vph)

Dionne C. Brown, PE PM Future No Build Page 2 Lanes, Volumes, Timings 200: New Hill Olive Chapel Road & US Highway 64 Lane Group EBT EBR WBU WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1451 351 71 141 1428 300 170 Future Volume (vph) 1451 351 71 141 1428 300 170 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 375 150 150 Storage Lanes 2 1 Taper Length (ft) 200 200 Lane Util. Factor 0.95 1.00 0.95 0.97 0.95 0.97 1.00 Frt 0.850 0.850 Fit Protected 0.950 0.950 Satd. Flow (prot) 3539 1583 0 3433 3539 3433 1583 Fit Permitted 0.950 0.950 Satd. Flow (perm) 3539 1583 0 3433 3539 3433 1583 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 Link Distance (ft) 859 3399 935 Travel Time (s) 10.6 42.1 14.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 1612 390 79 157 1587 333 189 Shared Lane Traffic (%) Lane Group Flow (vph) 1612 390 236 1587 333 189 Turn Type NA pm+ov Prot Prot NA Prot pm+ov Protected Phases 2 8 1!

1 1!

Permitted Phases Detector Phase 2 28 1 Switch Phase Minimum Initial (s) 14.0 7.0 7.0 7.0 14.0 7.0 7.0 Minimum Split (s) 25.0 25.0 14.0 14.0 25.0 25.0 14.0 Total Split (s) 120.0 Total Split (%) 66.7% 34.0 26.0 26.0 18.9% 14.4% 14.4% 146.0 34.0 26.0 81.1% 18.9% 14.4% Maximum Green (s) 113.0 27.0 19.0 19.0 139.0 27.0 19.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead Lead-Lag Optimize?

Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Max None None None Max None Act Effct Green (s) 72.3 106.9 16.5 93.8 29.5 51.0 Actuated g/C Ratio 0.54 0.80 0.12 0.70 0.22 0.38 v/c Ratio 0.84 0.31 0.56 0.64

Pages 139–140

0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Max None None None Max None Act Effct Green (s) 72.3 106.9 16.5 93.8 29.5 51.0 Actuated g/C Ratio 0.54 0.80 0.12 0.70 0.22 0.38 v/c Ratio 0.84 0.31 0.56 0.64 0.44 0.31 Control Delay 30.3 4.3 62.2 11.8 50.0 33.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.3 4.3 62.2 11.8 50.0 33.4 LOS C A E Approach Delay 25.3 18.3 Approach LOS C B3B D C 44.0 D 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 PM Future No Build Page 3 Lanes, Volumes, Timings 200: New Hill Olive Chapel Road & US Highway 64 Lane Group EBT EBR WBU WBL WBT NBL NBR Queue Length 50th (ft) 590 74 100 356 129 114 Queue Length 95th (ft) 732 124 166 411 217 218 Internal Link Dist (ft) 779 3319 855 Turn Bay Length (ft) 150 375 150 150 Base Capacity (vph) 3062 1267 549 3446 758 663 Starvation Cap Reductn 198 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.56 0.31 0.43 0.46 0.44 0.29 Intersection Summary Area Type: Cycle Length: 180 Other Actuated Cycle Length: 133.5 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 24.6 Intersection Capacity Utilization 69.2% Analysis Period (min) 15 ! Phase conflict between lane groups.

Intersection LOS: C ICU Level of Service C Splits and Phases: 200: New Hill Olive Chapel Road & US Highway 64 101 02 120 s 26 s 06 146 s 34 s 08 09/28/2022 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE PM Future No Build Page 4 HCM Unsignalized Intersection Capacity Analysis 300: US Highway 64 & Pinefield Road Movement EBU EBL EBT WBU WBT WBR SBL SBR Lane Configurations A Traffic Volume (veh/h) 36 1676 15 1602 4 Future Volume (Veh/h) 36 4 1676 15 1602 4 4 Sign Control Free Free Stop Grade 0% 0% 0%

Pages 140–142

ield Road Movement EBU EBL EBT WBU WBT WBR SBL SBR Lane Configurations A Traffic Volume (veh/h) 36 1676 15 1602 4 Future Volume (Veh/h) 36 4 1676 15 1602 4 4 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 0 4 1862 0 1780 4 4 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume Raised 1 Raised 0.00 0.00 0 1784 0 2719 890 vC1, stage 1 conf vol 1780 vC2, stage 2 conf vol 939 vCu, unblocked vol 0 1784 2719 890 tC, single (s) 0.0 4.1 0.0 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 0.0 2.2 0.0 3.5 po queue free % 0 99 0 CM capacity (veh/h) 0 344 8885 3.3 95 99 87 286 Direction, Lane # Volume Total Volume Left WB 1 WB 2 WB 3 WB 4 SB 1 4 93 931 93 931 890 890 4 0 8 4 0 0 0 0 0 0 4 Volume Right 0 4 CSH 344 1700 1700 1700 1700 1700 1700 133 Volume to Capacity 0.01 0.55 0.55 0.52 0.52 0.00 0.00 0.06 Queue Length 95th (ft) 1 0 0 0 0 0 5 Control Delay (s) 15.6 0.0 0.0 0.0 0.0 0.0 0.0 33.8 Lane LOS D Approach Delay (s) 0.0 0.0 33.8 Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization 0.1 56.3% ICU Level of Service B Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 PM Future No Build Page 6 DDAVENPORT PM Future Build Conditions 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 20 20 Lanes, Volumes, Timings 100: US Highway 64 & New Hill Road Lane Group EBL EBT WBU WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 90 1305 15 1324 451 536 151 Future Volume (vph) 90 1305 15 1324 451 536 151 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900

p EBL EBT WBU WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 90 1305 15 1324 451 536 151 Future Volume (vph) 90 1305 15 1324 451 536 151 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 275 75 300 300 Storage Lanes 1 0 1 Taper Length (ft) 100 100 200 Lane Util. Factor 1.00 0.95 0.95 0.95 1.00 0.97 1.00 Frt 0.850 0.850 Fit Protected 0.950 0.999 0.950 Satd. Flow (prot) 1770 3539 0 3536 1583 3433 1583 Fit Permitted 0.950 0.912 0.950 Satd. Flow (perm) 1770 3539 0 3228 1583 3433 1583 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 Link Distance (ft) 1019 859 1003 Travel Time (s) 12.6 10.6 15.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 100 1450 17 1471 501 596 168 Shared Lane Traffic (%) Lane Group Flow (vph) 100 1450 1488 501 596 168 Turn Type Prot ΝΑ Perm ΝΑ Perm Prot Perm Protected Phases 5 2 Permitted Phases Detector Phase 5 2 66 60 3 7 Switch Phase Minimum Initial (s) 7.0 14.0 17.0 17.0 17.0 9.0 9.0 Minimum Split (s) 14.6 Total Split (s) 22.0 Total Split (%) 25.8 25.8 25.8 25.8 17.7 17.7 142.0 120.0 120.0 120.0 38.0 38.0 12.2% 78.9% 66.7% 66.7% 66.7% 21.1% 21.1% Maximum Green (s) 15.0 135.0 113.0 113.0 113.0 31.0 31.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize?

Pages 143–144

4 33.0 33.0 Actuated g/C Ratio 0.09 0.76 0.65 0.65 0.18 0.18 v/c Ratio 0.65 0.54 0.71 0.49 0.95 0.58 Control Delay 99.2 9.6 23.5 18.7 96.7 76.1 Queue Delay 0.0 0.0 2.0 0.8 0.0 0.0 Total Delay 99.2 9.6 25.5 19.5 96.7 76.1 LOS F A C B Im Approach Delay 15.4 24.0 92.2 Approach LOS B C F2F 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 PM Future Build Page 1 Lanes, Volumes, Timings 100: US Highway 64 & New Hill Road Lane Group EBL EBT WBU WBT WBR SBL SBR Queue Length 50th (ft) 116 332 595 300 363 184 Queue Length 95th (ft) 188 376 680 395 #482 273 Internal Link Dist (ft) 939 779 923 Turn Bay Length (ft) 275 75 300 300 Base Capacity (vph) 167 2693 2087 1023 629 290 Starvation Cap Reductn 0 425 257 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.60 0.54 0.90 0.65 0.95 0.58 Intersection Summary Area Type: Cycle Length: 180 Other Intersection LOS: C ICU Level of Service F Actuated Cycle Length: 180 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 33.0 Intersection Capacity Utilization 98.4% Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 142 s 02 100: US Highway 64 & New Hill Road 05 22 s 06 120 s 03 38 s 07 38 s 09/28/2022 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE PM Future Build Page 2 Lanes, Volumes, Timings 200: New Hill Olive Chapel Road & US Highway 64 Lane Group EBT EBR WBU WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1505 351 71 149 1490 300 177 Future Volume (vph) 1505 351 71 149 1490 300 177 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 375 150 150 Storage Lanes 2 1

c Volume (vph) 1505 351 71 149 1490 300 177 Future Volume (vph) 1505 351 71 149 1490 300 177 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 375 150 150 Storage Lanes 2 1 Taper Length (ft) 200 200 Lane Util. Factor 0.95 1.00 0.95 0.97 0.95 0.97 1.00 Frt 0.850 0.850 Fit Protected 0.950 0.950 Satd. Flow (prot) 3539 1583 0 3433 3539 3433 1583 Fit Permitted 0.950 0.950 Satd. Flow (perm) 3539 1583 0 3433 3539 3433 1583 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 Link Distance (ft) 859 2149 935 Travel Time (s) 10.6 26.6 14.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 1672 390 79 166 1656 333 197 Shared Lane Traffic (%) Lane Group Flow (vph) 1672 390 245 1656 333 197 Turn Type NA pm+ov Prot Prot ΝΑ Prot pm+ov Protected Phases 2 8 1!

1 1!

Permitted Phases Detector Phase 2 28 2 1 Switch Phase Minimum Initial (s) 14.0 7.0 7.0 7.0 14.0 7.0 7.0 Minimum Split (s) 25.0 Total Split (s) 121.0 Total Split (%) 67.2% Maximum Green (s) 25.0 14.0 14.0 33.0 26.0 26.0 18.3% 14.4% 14.4% 114.0 26.0 19.0 25.0 25.0 14.0 147.0 33.0 26.0 81.7% 18.3% 14.4% 19.0 140.0 26.0 19.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead Lead-Lag Optimize?

Pages 145–146

50.4 0.37 0.65 0.47 0.34 Control Delay 30.0 4.3 63.9 11.8 53.1 36.0 Queue Delay 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay 30.1 4.3 63.9 11.8 53.1 36.0 LOS C A E Approach Delay 25.2 18.5 Approach LOS C B5B D D 46.7 D 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 PM Future Build Page 3 Lanes, Volumes, Timings 200: New Hill Olive Chapel Road & US Highway 64 Lane Group EBT EBR WBU WBL WBT NBL NBR Queue Length 50th (ft) 626 75 106 391 134 125 Queue Length 95th (ft) 767 123 176 447 225 239 Internal Link Dist (ft) 779 2069 855 Turn Bay Length (ft) 150 375 150 150 Base Capacity (vph) 3025 1270 535 3416 714 635 Starvation Cap Reductn 237 0 Spillback Cap Reductn 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.60 0.31 0.46 0.48 0.47 0.31 Intersection Summary Area Type: Other Cycle Length: 180 Actuated Cycle Length: 136.9 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 24.9 Intersection Capacity Utilization 71.3% Analysis Period (min) 15 ! Phase conflict between lane groups.

Pages 146–147

ak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 0 4 1957 0 1862 4 4 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume vC1, stage 1 conf vol Raised 1 Raised 0.00 0 1866 0.00 0 2848 331 931 1862 vC2, stage 2 conf vol 986 vCu, unblocked vol 0 1866 2848 931 tC, single (s) 0.0 4.1 0.0 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 0.0 po queue free % CM capacity (veh/h) 000 2.2 0.0 3.5 3.3 99 0 95 99 319 78 268 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 WB 4 SB 1 Volume Total 4 978 978 931 931 4 0 8 Volume Left 4 0 0 0 0 0 0 4 Volume Right 0 4 CSH 319 1700 1700 1700 1700 1700 1700 121 Volume to Capacity 0.01 0.58 0.58 0.55 0.55 0.00 0.00 0.07 Queue Length 95th (ft) 1 0 0 0 0 0 5 Control Delay (s) 16.4 0.0 0.0 0.0 0.0 0.0 0.0 36.8 Lane LOS Approach Delay (s) 0.0 0.0 36.8 Approach LOS யய Intersection Summary Average Delay Intersection Capacity Utilization 0.1 65.7% ICU Level of Service Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 PM Future Build Page 6 HCM Unsignalized Intersection Capacity Analysis 400: Site Access 1 & US Highway 64 Movement EBT EBR WBL WBT NBL NBR Lane Configurations ↑1 Traffic Volume (veh/h) 1736 40 74 1708 154 Future Volume (Veh/h) 1736 40 74 1708 0 154 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 1929 44 82 1898 0 171 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised 1 Raised 1 Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume 1973 3064 986 vC1, stage 1 conf vol 1951

Pages 147–148

/s) Percent Blockage Right turn flare (veh) Median type Raised 1 Raised 1 Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume 1973 3064 986 vC1, stage 1 conf vol 1951 vC2, stage 2 conf vol 1113 vCu, unblocked vol 1973 3064 986 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 po queue free % 72 100 31 CM capacity (veh/h) 290 62 247 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 1286 687 715 1265 171 Volume Left 0 0 82 0 0 Volume Right 44 0 171 CSH 1700 1700 290 1700 247 Volume to Capacity 0.76 0.40 0.28 0.74 0.69 Queue Length 95th (ft) 0 0 28 0 114 Control Delay (s) 0.0 0.0 11.4 0.0 47.1 Lane LOS B E Approach Delay (s) Approach LOS 00 0.0 4.1 47.1 Intersection Summary Average Delay 3.9 Intersection Capacity Utilization 104.9% ICU Level of Service Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 PM Future Build Page 8 HCM Unsignalized Intersection Capacity Analysis 500: Site Access 2 & US Highway 64 Movement EBT EBR WBL WBT NBL NBR Lane Configurations ↑1 Traffic Volume (veh/h) 1870 20 0 1782 Future Volume (Veh/h) 1870 20 0 1782 0 0 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 2078 22 0 1980 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised 1 Raised 1 Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume 2100 3079 1050 vC1, stage 1 conf vol 2089 vC2, stage 2 conf vol 990 vCu, unblocked vol 2100 3079 1050 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 po queue free % 100 100 100 CM capacity (veh/h) 258 62 224 Direction, Lane # EB 1 EB 2 WB 1 WB 2 Volume Total 1385 715 990 990

Pages 148–150

79 1050 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 po queue free % 100 100 100 CM capacity (veh/h) 258 62 224 Direction, Lane # EB 1 EB 2 WB 1 WB 2 Volume Total 1385 715 990 990 Volume Left 0 0 0 0 Volume Right 22 0 CSH 1700 1700 1700 1700 Volume to Capacity 0.81 0.42 Queue Length 95th (ft) 0 Control Delay (s) 0.0 ¥°g 0.58 0.58 0 0 0 0.0 0.0 0.0 Lane LOS Approach Delay (s) 0.0 0.0 Approach LOS Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 55.7% ICU Level of Service B Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 PM Future Build Page 10 DDAVENPORT PM Future Build + Improvements Conditions 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 21 21 Lanes, Volumes, Timings 100: US Highway 64 & New Hill Road Lane Group EBL EBT WBU WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 90 1305 15 1324 451 536 151 Future Volume (vph) 90 1305 15 1324 451 536 151 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 275 75 300 300 Storage Lanes 1 0 1 Taper Length (ft) 100 100 200 Lane Util. Factor 1.00 0.95 0.95 0.95 1.00 0.97 1.00 Frt 0.850 0.850 Fit Protected 0.950 0.999 0.950 Satd. Flow (prot) 1770 3539 0 3536 1583 3433 1583 Fit Permitted 0.950 0.912 0.950 Satd. Flow (perm) 1770 3539 0 3228 1583 3433 1583 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 Link Distance (ft) 1019 859 1003 Travel Time (s) 12.6 10.6 15.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 100 1450 17 1471 501 596 168 Shared Lane Traffic (%) Lane Group Flow (vph) 100 1450 1488 501 596 168 Turn Type Prot ΝΑ Perm ΝΑ Perm Prot Perm Protected Phases 5 2 Permitted Phases Detector Phase 5 2 66 60 3 7 Switch Phase

Pages 150–151

596 168 Shared Lane Traffic (%) Lane Group Flow (vph) 100 1450 1488 501 596 168 Turn Type Prot ΝΑ Perm ΝΑ Perm Prot Perm Protected Phases 5 2 Permitted Phases Detector Phase 5 2 66 60 3 7 Switch Phase Minimum Initial (s) 7.0 14.0 17.0 17.0 17.0 9.0 9.0 Minimum Split (s) 14.6 Total Split (s) 22.0 Total Split (%) 25.8 25.8 25.8 25.8 17.7 17.7 142.0 120.0 120.0 120.0 38.0 38.0 12.2% 78.9% 66.7% 66.7% 66.7% 21.1% 21.1% Maximum Green (s) 15.0 135.0 113.0 113.0 113.0 31.0 31.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize?

Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Max Max Max Max None None Act Effct Green (s) 15.6 137.0 116.4 116.4 33.0 33.0 Actuated g/C Ratio 0.09 0.76 0.65 0.65 0.18 0.18 v/c Ratio 0.65 0.54 0.71 0.49 0.95 0.58 Control Delay 99.2 9.6 23.5 18.7 96.7 76.1 Queue Delay 0.0 0.0 2.0 0.8 0.0 0.0 Total Delay 99.2 9.6 25.5 19.5 96.7 76.1 LOS F A C B Im Approach Delay 15.4 24.0 92.2 Approach LOS B C F2F 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 PM Future Build + Imp Page 1 Lanes, Volumes, Timings 100: US Highway 64 & New Hill Road Lane Group EBL EBT WBU WBT WBR SBL SBR Queue Length 50th (ft) 116 332 595 300 363 184 Queue Length 95th (ft) 188 376 680 395 #482 273 Internal Link Dist (ft) 939 779 923 Turn Bay Length (ft) 275 75 300 300 Base Capacity (vph) 167 2693 2087 1023 629 290 Starvation Cap Reductn 0 425 257 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.60 0.54 0.90 0.65 0.95 0.58 Intersection Summary Area Type: Cycle Length: 180 Other Intersection LOS: C

Pages 151–152

tn 0 425 257 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.60 0.54 0.90 0.65 0.95 0.58 Intersection Summary Area Type: Cycle Length: 180 Other Intersection LOS: C ICU Level of Service F Actuated Cycle Length: 180 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 33.0 Intersection Capacity Utilization 98.4% Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 142 s 02 100: US Highway 64 & New Hill Road 05 22 s 06 120 s 03 38 s 07 38 s 09/28/2022 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE PM Future Build + Imp Page 2 Lanes, Volumes, Timings 200: New Hill Olive Chapel Road & US Highway 64 Lane Group EBT EBR WBU WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1505 351 71 149 1490 300 177 Future Volume (vph) 1505 351 71 149 1490 300 177 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 375 150 150 Storage Lanes 2 1 Taper Length (ft) 200 200 Lane Util. Factor 0.95 1.00 0.95 0.97 0.95 0.97 1.00 Frt 0.850 0.850 Fit Protected 0.950 0.950 Satd. Flow (prot) 3539 1583 0 3433 3539 3433 1583 Fit Permitted 0.950 0.950 Satd. Flow (perm) 3539 1583 0 3433 3539 3433 1583 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 Link Distance (ft) 859 2149 935 Travel Time (s) 10.6 26.6 14.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 1672 390 79 166 1656 333 197 Shared Lane Traffic (%) Lane Group Flow (vph) 1672 390 245 1656 333 197 Turn Type NA pm+ov Prot Prot ΝΑ Prot pm+ov Protected Phases 2 8 1!

1 1!

Permitted Phases Detector Phase 2 28 2 1 Switch Phase Minimum Initial (s) 14.0 7.0 7.0 7.0 14.0 7.0 7.0

Pages 152–153

672 390 245 1656 333 197 Turn Type NA pm+ov Prot Prot ΝΑ Prot pm+ov Protected Phases 2 8 1!

1 1!

Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Max None None None Max None Act Effct Green (s) 76.3 109.9 Actuated g/C Ratio 0.56 0.80 v/c Ratio 0.85 0.31 16.9 98.2 0.12 0.72 0.21 0.58 28.5 50.4 0.37 0.65 0.47 0.34 Control Delay 30.0 4.3 63.9 11.8 53.1 36.0 Queue Delay 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay 30.1 4.3 63.9 11.8 53.1 36.0 LOS C A E Approach Delay 25.2 18.5 Approach LOS C B5B D D 46.7 D 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 PM Future Build + Imp Page 3 Lanes, Volumes, Timings 200: New Hill Olive Chapel Road & US Highway 64 Lane Group EBT EBR WBU WBL WBT NBL NBR Queue Length 50th (ft) 626 75 106 391 134 125 Queue Length 95th (ft) 767 123 176 447 225 239 Internal Link Dist (ft) 779 2069 855 Turn Bay Length (ft) 150 375 150 150 Base Capacity (vph) 3025 1270 535 3416 714 635 Starvation Cap Reductn 237 0 Spillback Cap Reductn 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.60 0.31 0.46 0.48 0.47 0.31 Intersection Summary Area Type: Other Cycle Length: 180 Actuated Cycle Length: 136.9 Natural Cycle: 80 Control Type: Actuated-Uncoordinated

Pages 153–154

tn 0 0 0 0 0 Reduced v/c Ratio 0.60 0.31 0.46 0.48 0.47 0.31 Intersection Summary Area Type: Other Cycle Length: 180 Actuated Cycle Length: 136.9 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 24.9 Intersection Capacity Utilization 71.3% Analysis Period (min) 15 ! Phase conflict between lane groups.

Intersection LOS: C ICU Level of Service C Splits and Phases: 200: New Hill Olive Chapel Road & US Highway 64 101 02 26 s 121 s 06 147 s 33 s 08 09/28/2022 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE PM Future Build + Imp Page 4 HCM Unsignalized Intersection Capacity Analysis 300: US Highway 64 & Pinefield Road Movement EBU EBL EBT WBU WBT WBR SBL SBR Lane Configurations A Traffic Volume (veh/h) 105 1761 15 1676 4 Future Volume (Veh/h) 105 4 1761 15 1676 4 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 0 4 1957 0 1862 4 4 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume vC1, stage 1 conf vol Raised 1 Raised 0.00 0 1866 0.00 0 2848 331 931 1862 vC2, stage 2 conf vol 986 vCu, unblocked vol 0 1866 2848 931 tC, single (s) 0.0 4.1 0.0 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 0.0 po queue free % CM capacity (veh/h) 000 2.2 0.0 3.5 3.3 99 0 95 99 319 78 268 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 WB 4 SB 1 Volume Total 4 978 978 931 931 4 0 8 Volume Left 4 0 0 0 0 0 0 4 Volume Right 0 4 CSH 319 1700 1700 1700 1700 1700 1700 121 Volume to Capacity 0.01 0.58 0.58 0.55 0.55 0.00 0.00 0.07 Queue Length 95th (ft) 1 0 0 0 0 0 5 Control Delay (s) 16.4 0.0 0.0 0.0 0.0 0.0 0.0 36.8 Lane LOS

Pages 154–155

4 CSH 319 1700 1700 1700 1700 1700 1700 121 Volume to Capacity 0.01 0.58 0.58 0.55 0.55 0.00 0.00 0.07 Queue Length 95th (ft) 1 0 0 0 0 0 5 Control Delay (s) 16.4 0.0 0.0 0.0 0.0 0.0 0.0 36.8 Lane LOS Approach Delay (s) 0.0 0.0 36.8 Approach LOS யய Intersection Summary Average Delay Intersection Capacity Utilization 0.1 65.7% ICU Level of Service Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 PM Future Build + Imp Page 6 HCM Unsignalized Intersection Capacity Analysis 400: Site Access 1 & US Highway 64 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1736 40 74 1708 154 Future Volume (Veh/h) 1736 40 74 1708 0 154 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 1929 44 82 1898 0 171 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised 1 Raised 1 Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume 1973 3042 964 18 vC1, stage 1 conf vol 1929 vC2, stage 2 conf vol 1113 vCu, unblocked vol 1973 3042 964 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 po queue free % 72 100 33 CM capacity (veh/h) 290 63 255 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 Volume Total 964 964 44 Volume Left 0 0 0 Volume Right 0 44 CSH 1700 1700 1700 Volume to Capacity 0.57 0.57 0.03 Queue Length 95th (ft) 0 0 0 Control Delay (s) 0.0 0.0 0.0 Lane LOS Approach Delay (s) 0.0 220322208 949 949 171 0 0 0 171 1700 1700 255 0.56 0.56 0.67 0 108 0.0 0.0 43.8 E 0.9 43.8 Approach LOS Intersection Summary Average Delay 2.3 Intersection Capacity Utilization 64.2% ICU Level of Service Analysis Period (min) 15 220418 Signature Apex Development

Pages 155–158

108 0.0 0.0 43.8 E 0.9 43.8 Approach LOS Intersection Summary Average Delay 2.3 Intersection Capacity Utilization 64.2% ICU Level of Service Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 PM Future Build + Imp Page 8 HCM Unsignalized Intersection Capacity Analysis 500: Site Access 2 & US Highway 64 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1870 20 1782 Future Volume (Veh/h) 1870 20 0 1782 0 0 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 2078 22 0 1980 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised 1 Raised 1 Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume 2100 3068 1039 vC1, stage 1 conf vol 2078 vC2, stage 2 conf vol 990 vCu, unblocked vol 2100 3068 1039 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 po queue free % 100 100 100 CM capacity (veh/h) 258 62 227 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 Volume Total 1039 1039 22 990 990 Volume Left 0 0 0 0 0 Volume Right 0 22 CSH 1700 1700 1700 1700 1700 Volume to Capacity 0.61 0.61 0.01 0.58 0.58 Queue Length 95th (ft) 0 0 0 0 0 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 Lane LOS Approach Delay (s) 0.0 0.0 Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization 0.0 55.0% ICU Level of Service B Analysis Period (min) 15 220418 Signature Apex Development DAVENPORT - Dionne C. Brown, PE 09/28/2022 PM Future Build + Imp Page 10 DDAVENPORT Traffic Volume Data 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 22 22 Type of peak hour being reported: Intersection Peak LOCATION: New Hill Rd -- US 64

10 DDAVENPORT Traffic Volume Data 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 22 22 Type of peak hour being reported: Intersection Peak LOCATION: New Hill Rd -- US 64 CITY/STATE: Chatham, NC 294 + 515 + 80 74 140 L + 870 105, 209 -> 977 899- 0.93 1058 547 <-715 - 531047 0 " 會 Method for determining peak hour: Total Entering Volume QC JOB #: 15891301 DATE: Wed, Dec 8 2021 Peak-Hour: 7:30 AM - 8:30 AM Peak 15-Min: 8:00 AM -- 8:15 AM 75 201 1 + 174 + 277 0 L Quality Counts DATA THAT DRIVES COMMUNITIES 0 N/A انا N/A t ◆ N/A 會 N/A 10.3 8.6 6.9-> 6.8 1.9 7 5.4 + 3.7 + 12.5 4.1 21 + چا 0 07 t 3.3 9.1 <-11.2 3.8 6.2 r 0 1.5 0 + + 3.4 1.1 0 0 0 N/A → 中華 0 0 to N/A + 4 N/A 0 0 ◆ N/A New Hill Rd New Hill Rd 15-Min Count Period (Northbound) (Southbound) US 64 (Eastbound) US 64 (Westbound) Total Hourly Totals Beginning At Left Thru Right 7:00 AM 20 36 7:15 AM 18 39 7:30 AM 12 67 7:45 AM 21 55 8:00 AM 19 39 8:15 AM 23 40 8:30 AM 15 56 8:45 AM 14 27 Dooooooo0 10000100 U Left Thru Right U Left Thru Right U 34 11 10 0 6 213 14 0 32 17 22 27 16 31 0 41 20 22 29 40 24 12 0 32 14 15 0 24 15 15 0 29 18 11 2222222 26 253 13 1 23 256 16 0 201 21 0 37 243 10 0 16 199 7 0 27 211 15 0 21 215 8 184522229 Left Thru Right U 144 26 1 524 121 46 1 593 167 48 142 49 196 63 17 210 49 13 164 47 16 147 48 313022 671 614 2402 698 2576 623 2606 604 2539 556 2481 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U All Vehicles 76 156 0 0 lloכ| Left Thru Right 160 96 48 סכן U Left Thru Right 148 972 40 סוכן U Left Thru Right 0 48 784 252 צון כן Total 12 2792 Heavy Trucks 0 4 0 8 8 4 4 80 4 8 96 16 232 Buses Pedestrians 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 7/25/2022 8:04 PM

Page 159

Right 0 48 784 252 צון כן Total 12 2792 Heavy Trucks 0 4 0 8 8 4 4 80 4 8 96 16 232 Buses Pedestrians 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 7/25/2022 8:04 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak LOCATION: New Hill Rd -- US 64 CITY/STATE: Chatham, NC 566 + 402 FL 134 200 232 1981284 1141 80 3 8810.95 <-970 1058 977 116 1132 0 ل + Method for determining peak hour: Total Entering Volume QC JOB #: 15891302 DATE: Wed, Dec 8 2021 Peak-Hour: 4:45 PM -- 5:45 PM Peak 15-Min: 5:15 PM -- 5:30 PM 37 124 6 + 400 167 0 L Quality Counts DATA THAT DRIVES COMMUNITIES 0 N/A انا N/A t ◆ N/A 會 N/A 2.9 2.5J 3.63.3י 1 0 07 14 + 2 會 2.2 1.5 0.9 + t 2.5 2.8 2.7 7249 0.8 0 <- 8 1.5 + 1.2 N/A → 中華 0 0 0 0 0 to N/A + 4 N/A - 3 1.73 0 0 ◆ N/A New Hill Rd New Hill Rd 15-Min Count Period (Northbound) (Southbound) US 64 (Eastbound) US 64 (Westbound) Total Hourly Totals Beginning At Left 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 15266277273 Thru Right U Left Thru Right U Left Thru Right 12 1 0 26 15 26 16 149 19 13 0 0 25 20 19 13 1 0 31 17 25 17 0 0 25 23 21 11 20 0 0 44 19 21 oooo 19 178 0 11 171 0 14 150 0 7 156 12 0 41 20 23 25 183 11 27 1 0 41 30 25 17 0 0 33 28 20 28 0 0 43 44 33 10 22 3 0 45 42 37 10 28 0 0 56 43 30 32 14 30 34 14 28 27 USOLO 0 0 54 35 41 5 0 62 56 23 0 0 59 46 39 1 0 57 63 31 0 0 57 44 35 booooooooo 14 177 0 16 212 0 14 192 0 19 229 17 181 0 17 219 15 229 0 22 222 0 26 211 0 20 199 Peak 15-Min Northbound Southbound Eastbound Flowrates Left Thru Right All Vehicles 8 136 0 סוכן Left Thru Right U Left Thru 236 184 156

Pages 159–160

0 19 229 17 181 0 17 219 15 229 0 22 222 0 26 211 0 20 199 Peak 15-Min Northbound Southbound Eastbound Flowrates Left Thru Right All Vehicles 8 136 0 סוכן Left Thru Right U Left Thru 236 184 156 0 88 888 104 Heavy Trucks 0 0 0 0 0 0 8 8 3772640565836036100 ס סכ U 18 0 0 0 21 0 1 0 0 0 29 0 0 0 0 0 48532222222222222 Left Thru Right U 168 26 4 495 15 183 23 4 525 13 169 30 3 507 176 50 1 532 2059 215 30 2 558 2122 199 40 1 597 2194 237 34 2 649 2336 27 231 41 2 659 2463 223 33 7 678 2583 236 51 10 748 2734 238 32 5 694 2779 224 37 4 712 2832 252 58 3 794 2948 270 57 1 806 3006 27 224 46 5 763 3075 205 46 5 686 3049 Westbound Total Right סוכן Left Thru Right U 112 1080 228 4 0 20 0 3224 36 Buses Pedestrians 0 0 0 0 0 Bicycles Scooters 0 0 0 0 0 0 0 0 0 0 0 0 ○ Comments: Report generated on 7/25/2022 8:04 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak LOCATION: New Hill Olive Chapel Rd -- US 64 CITY/STATE: Wake, NC 0 0 + + 0 0 0 ↓ جا 0 0 10860.93 + 0 1094 → 8 7 FO -1203 9 會 له 0 0 8 0 117 + 117 0 L 0 N/A انا N/A t ◆ N/A Method for determining peak hour: Total Entering Volume QC JOB #: 15891303 DATE: Wed, Dec 8 2021 Peak-Hour: 7:15 AM -- 8:15 AM Peak 15-Min: 7:15 AM -- 7:30 AM Quality Counts DATA THAT DRIVES COMMUNITIES STOP 0 0 6.2 → 6.212.57 0 0 0 0 0 + L L 0 07 STOP + r 0 0 2.6 + 12.5 + 2.6 N/A → 0 0 0 0 0 to to <- 0 0 05.8 N/A + 4 0 0 ◆ N/A 會 N/A N/A + 15-Min Count Period New Hill Olive Chapel Rd (Northbound) New Hill Olive Chapel Rd (Southbound) US 64 (Eastbound) US 64 (Westbound) Hourly Total Totals Beginning At Left Thru Right U 7:00 AM 0 0 25 7:15 AM 0 0 29 7:30 AM 0 0 30 7:45 AM 0 0 30 8:00 AM 0 0 28 8:15 AM 0 0 31 8:30 AM 0 0 34 8:45 AM 0 0 45 Doooooooo Left Thru

Pages 160–161

estbound) Hourly Total Totals Beginning At Left Thru Right U 7:00 AM 0 0 25 7:15 AM 0 0 29 7:30 AM 0 0 30 7:45 AM 0 0 30 8:00 AM 0 0 28 8:15 AM 0 0 31 8:30 AM 0 0 34 8:45 AM 0 0 45 Doooooooo Left Thru Right 0 0 0 0 0 0 0 Oooooooo 00000000 0 0 0 0 0 0 Doooooooo g0000000n U Left Thru Right U 0 0 225 3 0 0 293 2 0 0 279 0 0 236 0 278 0 221 0 235 0 247 Doooooooo 1303372 Left Thru Right U 0 0 0 0 0 0 0 0 ooooooo 0 0 0 0 0 oooooooc 0 0 0 0 0 0 0 0 0 Doooooooo 2000000000 0 253 0 324 0 312 0 0 0 0 0 266 1155 309 1211 255 1142 270 1100 294 1128 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U All Vehicles 0 0 116 lloכ Left Thru Right U Left Thru Right 0 0 0 0 0 0 1172 8 סוכן U Left Thru Right U 0 0 0 0 lloכ| Total 1296 Heavy Trucks 0 0 0 0 0 0 0 56 x c 0 0 0 0 56 Buses Pedestrians 0 0 0 0 Bicycles 0 0 0 0 0 0 ܘ܂ 0 0 0 0 0 0 Scooters Comments: Report generated on 7/25/2022 8:04 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak LOCATION: New Hill Olive Chapel Rd -- US 64 CITY/STATE: Wake, NC 0 0 + + 0 0 0 + جا 0 0 10950.93 + 0 1110- 15 7 50 1201 會 r 0 0 0 106 + 15 + 106 0 L 0 N/A انا N/A t 會 N/A ◆ N/A Method for determining peak hour: Total Entering Volume QC JOB #: 15891304 DATE: Wed, Dec 8 2021 Peak-Hour: 4:45 PM -- 5:45 PM Peak 15-Min: 5:00 PM -- 5:15 PM Quality Counts DATA THAT DRIVES COMMUNITIES STOP 0 + 0 0 0 + 0 404 0 0 3.433 07 03.2 9 + r 0 0 1.9 + 0 1.9 L 0 07 0 0 0 STOP N/A → 0 0 to N/A + 4 N/A 0 0 ◆ N/A New Hill Olive Chapel Rd 15-Min Count Period (Northbound) New Hill Olive Chapel Rd (Southbound) US 64 (Eastbound) US 64 (Westbound) Hourly Total Totals Beginning At 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM

Pages 161–162

Min Count Period (Northbound) New Hill Olive Chapel Rd (Southbound) US 64 (Eastbound) US 64 (Westbound) Hourly Total Totals Beginning At 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM Joooooooooooooooo Left Thru Right U Left Thru Right U Left Thru Right U 0 0 20 0 0 0 0 0 25 0 0 29 0 0 17 0 0 0 16 0 0 27 0 25 1 0 20 0 0 0 0 0 ooooooo 22 0 0 17 0 24 0 0 0 15 0 0 0 31 0 0 36 0 0 0 24 0 0 0 0 25 0 0 Peak 15-Min Northbound Flowrates Left Thru Right All Vehicles 0 0 124 סוכן U Left Thru Heavy Trucks 0 0 4 ○ 00 0 0 oooooo00 oooooooooooooooOOo | oooooooooOOOOOOOBE Oooooooooooooooo 0 0 171 0 202 0 0 202 0 0 170 0 205 0 217 0 208 0 237 0 224 0 281 0 236 0 259 0 291 0 276 0 269 0 248 ooooooooooooooo 24323205269645245 Left Thru Right U 0 0 0 195 0 0 0 0 0 0 0 ooooooooooooooo 0 0 230 0 0 233 0 0 0 190 848 0 223 876 244 890 239 896 0 259 965 0 0 252 994 0 307 1057 0 266 1084 0 0 0 278 1103 0 0 327 1178 0 0 314 1185 0 0 0 297 1216 0 0 278 1216 Southbound Right Eastbound Westbound 0 סוכן U Left Thru Right U Total Left Thru 0 1164 20 0 0 0 0 0 64 0 0 0 2000 Right U 0 1308 68 Buses Pedestrians 0 0 0 0 0 Bicycles Scooters 0 0 0 0 0 0 0 0 0 0 0 0 Comments: Report generated on 7/25/2022 8:04 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak LOCATION: Pinefield Rd -- US 64 CITY/STATE: Wake, NC 3 1 + ↑ 1 0 2 + 1094 3 t 1 <-1094 12750.94 <-1093 1275 י 5 0 -1277 0 9 + r 0 0 0 + 0 Method for determining peak hour: Total Entering Volume QC JOB #: 15891305 DATE: Wed, Jul 27 2022 Peak-Hour: 7:45 AM 8:45 AM Peak 15-Min: 8:30 AM -- 8:45 AM 0 L STOP 0 N/A انا N/A t 會 N/A ◆ N/A Quality Counts

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etermining peak hour: Total Entering Volume QC JOB #: 15891305 DATE: Wed, Jul 27 2022 Peak-Hour: 7:45 AM 8:45 AM Peak 15-Min: 8:30 AM -- 8:45 AM 0 L STOP 0 N/A انا N/A t 會 N/A ◆ N/A Quality Counts DATA THAT DRIVES COMMUNITIES זזז Y119│ 0 ↑ 0 0 0 + 73 0 J 7.17.107 าา 0 0 0 0 07 N/A → STOP 0 0 0 0 0 0 0 to N/A + 4 N/A to <- 7.3 <-73 07 0 0 ◆ N/A Pinefield Rd 15-Min Count Period (Northbound) Pinefield Rd (Southbound) US 64 (Eastbound) US 64 (Westbound) Total Hourly Totals Beginning At Left Thru Right U 7:00 AM 0 0 0 0 7:15 AM 0 7:30 AM 0 7:45 AM 0 8:00 AM 0 8:15 AM 0 8:30 AM 8:45 AM oooooooo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hoooooooo 00000111 Doooooooo Left Thru 0 0 0 0 0 0 0 0 00000 OOOHO Right U Left Thru Right U 0 241 0 300 0 0 328 0 346 0 0 298 0 0 297 1 0 0 334 0 0 302 Peak 15-Min Northbound Southbound Eastbound Flowrates Left Thru Right All Vehicles 0 0 0 סכן Left Thru Right U Left Heavy Trucks 0 0 0 40 0 4 0 0 Thru 1336 Right סוכן 0 to 0 0 120 ooooooo DOHOOOOOH 00000000000 Left Thru Right U 0 206 241 1 0 0 253 0 276 274 251 HOOOOO 448 0 0 542 0 0 581 0 0 622 2193 0 0 572 2317 0 0 549 2324 0 292 1 0 629 2372 1 268 3 0 575 2325 Westbound Total Left Thru Right U 0 1168 4 0 2516 0 120 0 240 Buses Pedestrians 0 0 ○ Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 8/1/2022 2:39 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak LOCATION: Pinefield Rd -- US 64 CITY/STATE: Wake, NC 4 3 + + 1 0 3 + 1341t 2 <-1341 12980.95 -1338 13010 7 F 1 -1302 9 + 0 0 0 + 0 0 Method for determining peak hour: Total Entering Volume QC JOB #: 15891306 DATE: Wed, Jul 27 2022 Peak-Hour: 5:00 PM 6:00 PM Peak 15-Min: 5:15 PM -- 5:30 PM 0 L STOP 0 N/A انا N/A t 會

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0 0 0 + 0 0 Method for determining peak hour: Total Entering Volume QC JOB #: 15891306 DATE: Wed, Jul 27 2022 Peak-Hour: 5:00 PM 6:00 PM Peak 15-Min: 5:15 PM -- 5:30 PM 0 L STOP 0 N/A انا N/A t 會 N/A ◆ N/A Quality Counts DATA THAT DRIVES COMMUNITIES זזז Y119│ 0 ↑ 0 0 0 + 2.80 J 3.83.807 0 07 N/A → STOP 0 0 0 0 0 0 0 0 0 0 to N/A + 4 N/A to - 2.8 - 2.8 03.8 0 1 ◆ N/A Pinefield Rd Pinefield Rd 15-Min Count Period (Northbound) (Southbound) US 64 (Eastbound) US 64 (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left 4:00 PM 0 4:15 PM 0 4:30 PM 0 4:45 PM 0 5:00 PM 0 5:15 PM 0 5:30 PM 0 5:45 PM 0 oooooooo oooooolbo 0 0 0 0 0 0 0 0 0 oooooooo ooooo00 0 0 0 0 0 0 0 0 0 0 1 3LOOOL11 Thru Right U Left Thru Right 0 1 0 261 0 1 0 0 0 0 0 0 0 1 0 0 0 0 oooooooo 0 280 0 0 340 0 282 0 1 314 0 0 0 352 0 0 312 0 0 0 320 0 HOLOOLTO 20 0000 Oooo U Left Thru Right U 1 0 263 0 0 313 0 314 0 307 0 339 1 0 338 1 0 346 0 0 315 330L4400 0 1 1 1 OOOO1000 532 598 655 590 2375 656 2499 694 2595 660 2600 636 2646 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U All Vehicles 0 0 0 סכן Left Thru Right Heavy Trucks 0 0 0 +0 4 0 0 0 to 4 סוכן U Left Thru Right 0 1408 0 U Left Thru Right U 4 0 0 52 0 0 0 1352 28 to 4 0 lloכ| 2776 0 80 Buses Pedestrians 0 0 0 0 Bicycles 0 0 0 0 0 0 ܘ܂ 0 0 0 0 0 0 Scooters Comments: Report generated on 8/1/2022 2:39 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 DDAVENPORT Supporting Documents 9/27/2022 220418 Transportation Impact Analysis – Signature Apex Development 23 23 V :OPPOSING VOLUME (VPH) 1800 1600 1400 1200 1000 800 600 400 200 Peak Hour Volumes Peak Hour Opposing Lefts Volumes Opposing Rights AM 723 19 AM 713 10 PM 758 47 PM 732 26

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ture Apex Development 23 23 V :OPPOSING VOLUME (VPH) 1800 1600 1400 1200 1000 800 600 400 200 Peak Hour Volumes Peak Hour Opposing Lefts Volumes Opposing Rights AM 723 19 AM 713 10 PM 758 47 PM 732 26 Warrant for Left and Right-Turn Lanes AT GRADE, UNSIGNALIZED INTERSECTIONS OAM Peak Hour, Vr PM Peak Hour, Vr AM Peak Hour, VI ◆PM Peak Hour, VI ⚫ Right Turn Storage Lengths are based on opposing volume of 100 VPH (MINIMUM) S=STORAGE LENGTH REQUIRED S=150 S=175 S=300 S=250 S=200 0 50 100 150 200 VELEFT TURNING VOLUME (VPH) V RIGHT TURNING VOLUME (VPH) 250 300 350 400 450 500 550 600 Note: Where adjacent signalization may provide opportunities for gaps in the traffic stream a reduction in the above storage values can be considered on a case by case basis.

DAVENPORT TURN LANE WARRANT SUMMARY SITE ACCESS 1 - FULL BUILD V :OPPOSING VOLUME (VPH) 1800 1600 1400 1200 1000 800 600 400 200 Peak Hour Volumes Peak Hour Opposing Lefts Volumes Opposing Rights AM 748 0 AM 743 5 PM 754 0 PM 741 13 Warrant for Left and Right-Turn Lanes AT GRADE, UNSIGNALIZED INTERSECTIONS OAM Peak Hour, Vr PM Peak Hour, Vr AM Peak Hour, VI ◆PM Peak Hour, VI ⚫ Right Turn Storage Lengths are based on opposing volume of 100 VPH (MINIMUM) S=STORAGE LENGTH REQUIRED S=150 S=175 S=300 S=250 S=200 0 50 100 150 200 VELEFT TURNING VOLUME (VPH) V RIGHT TURNING VOLUME (VPH) 250 300 350 400 450 500 550 600 Note: Where adjacent signalization may provide opportunities for gaps in the traffic stream a reduction in the above storage values can be considered on a case by case basis.

DAVENPORT TURN LANE WARRANT SUMMARY SITE ACCESS 2 - FULL BUILD THE CAROLI TRANSPORTATION ESSE C QUAM VIDER NORTH CA CAROLINA NCDOT Traffic Impact Analysis Need Screening / Scoping Request TIA Need Screening TIA Scoping TIA Submittal STATE OF

ACCESS 2 - FULL BUILD THE CAROLI TRANSPORTATION ESSE C QUAM VIDER NORTH CA CAROLINA NCDOT Traffic Impact Analysis Need Screening / Scoping Request TIA Need Screening TIA Scoping TIA Submittal STATE OF DEPARTMENT OF A Traffic Impact Analysis (TIA) may be required for developments based on the site trip generation estimates, site context, or at the discretion of the NCDOT District Engineer. The Applicant or the TIA Consultant shall submit this form along with the site plan to the District Engineer to determine the TIA need and, if a TIA is required, initiate the TIA scoping process. Without an approved scope, the TIA is incomplete and will be rejected until the study is revised to conform to NCDOT's TIA requirements.

Project Name: Signature Apex Development Location: S of US 64 b/w New Hill Rd & Lawson Ln Project Description: Project Contact: Company Name Previous Name: If Applicable County: Wake Municipality: 392 proposed apartment units and 34,000 sq ft medical office with two (2) site accesses Applicant Signature Property Group Phillip Arrington (336) 706-3272 [email protected] Contact Person Phone Number Email Mailing Address 305 Blandwood Avenue Greensboro, NC 27401 Site Plan Prepared By: C.E. Group, Inc.

TIA Consultant DAVENPORT Dionne Brown, PE (919) 324-1665 ext: 24402 [email protected] 4600 Marriott Drive, Suite 340 | Raleigh, NC 27612 06/23/2022 Site Plan Date: See site plan/vicinity map requirements on page 2.

Parcel Size: 35.3 Acre(s) Weekday Site Trip Generation - Do NOT adjust for mode split, pass-by, ITE Proposed Land Use Peak Hour Size Unit Daily Trips LUC Type 221 Mid-Rise Multi Medical Office 392 34 Dw. Units Th Sq Ft 1823 1353 Adj. Street 37 124 161 Adj. Street 72 19 91 Anticipated Build-Out Year: 2025

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sed Land Use Peak Hour Size Unit Daily Trips LUC Type 221 Mid-Rise Multi Medical Office 392 34 Dw. Units Th Sq Ft 1823 1353 Adj. Street 37 124 161 Adj. Street 72 19 91 Anticipated Build-Out Year: 2025 internal capture, or diverted trips.

AM Peak Hour Trips PM Peak Hour Trips Enter Exit Total Enter Exit Total 93 60 153 41 94 135 Data Source ITE Equation ITE Equation Total 3176 109 143 252 134 154 288 Refer to the current NCDOT Congestion Management Capacity Analysis Guidelines for acceptable trip calculation methods and data sources.

☑ The estimated site trips meet NCDOT's TIA trip threshold of 3,000 daily trips.

☑ The estimated site trips meet the municipal TIA trip threshold of 100 This project is located in a known STIP and/ or local CIP project # This project includes a rezoning request.

The proposed site access is located within 1,000 feet of an interchange.

The Applicant requests for a new or modified control-of-access break.

The Applicant requests for a new or modified median break.

Applicant's Signature Effective Date: 10/01/2017 (Version 17-721) Print Name Date Page 1 of 2 SEAL STATE THE NORTH CA TIA Submittal NCDOT Traffic Impact Analysis Need Screening / Scoping Request TIA Need Screening TIA Scoping STATE OF CAROLI DEPARTMENT OF TRANSPORTATION Site Plan/Vicinity Map Requirement for TIA Need Screening: While the site plan may not be finalized during the TIA scoping stage, the graphic representation of the proposed development shall provide adequate details on the development scope and context. More specifically, the site plan/map shall clearly show the location and type of each access point, spacing to adjacent and opposing driveways or

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adequate details on the development scope and context. More specifically, the site plan/map shall clearly show the location and type of each access point, spacing to adjacent and opposing driveways or intersections, internal street network, proposed buildings/parcels with their anticipated uses and sizes at full build-out and, if applicable, any nearby interstate, US, NC or Secondary Roads (SR).

CAROLINA ESSE C QUAM VIDERI Project Reference Number: Project Name: ☑A TIA is Required by the Local Government. In addition, the study area is expected to include NCDOT maintained transportation facilities.

☑A TIA is Required by NCDOT, per the Policy on Street and Driveway Access to North Carolina Highways.

If either or both of the boxes above are checked, the Applicant/TIA Consultant is hereby requested to fill out as much as possible of the following TIA scoping checklist, and return it along with the supporting documents to NCDOT prior to the scoping meeting.

☐ A TIA is NOT required. This decision is based on the development information presented above.

Changes in the development plan will require re-evaluation of the TIA need, and may necessitate a TIA. The Applicant should inform the District Engineer of any significant changes in a timely fashion to avoid delays or rejections of the driveway permit / encroachment agreement applications.

Additional Comments: The TIA need decision is made by the NCDOT Division NCDOT District Representative's Signature Email concurrence may be used in lieu of the signature.

Effective Date: 10/01/2017 (Version 17-721) District on Print Name Page 2 of 2 SEAL OF THE STATE E GREAT OF NORTH ESSE OUAM VIDERI CAROLINA NCDOT TIA Scoping Checklist TIA Need Screening TIA Scoping TIA Submittal OF NORTH STATE OF CAROLINA TRANSPORTATION DEPARTMENT OF

age 2 of 2 SEAL OF THE STATE E GREAT OF NORTH ESSE OUAM VIDERI CAROLINA NCDOT TIA Scoping Checklist TIA Need Screening TIA Scoping TIA Submittal OF NORTH STATE OF CAROLINA TRANSPORTATION DEPARTMENT OF Project Name: Signature Apex Development ☑ TIA Need Screening Forms are Attached. Project Reference #: Site Plan and Access TIA Scoping Date: 09/02/22 Decision Date: ☑ Provide a site plan illustrating site access, internal and external roadways, buildings and land uses.

Refer to NCDOT's Policy on Street and Driveway Access to North Carolina Highways pages 14 and 15 for site plan requirements.

☑ Identify site access.

New On Road Access Type Driveway Spacing Access Road Name Permitted Movements Access A Access B US 64 US 64 Other RIRO w/ Left-Over Traffic Control 2-Way Stop 2-Way Stop Distance (ft) 438 Direction Nearest Intersection / Access West Hattie Road 1255 West Hattie Road Access C Access D Access E Access F Access G Access H Existing Existing Intersection of Access Road A Road B Access 1 Access Modification Please Select Proposed Interconnectivity (If Applicable) Connector # Road Connected Adjacent Development Connector 1 Access 2 Connector 2 Access 3 Connector 3 Access 4 Connector 4 ☐ Additional access clarifications and provisions (e.g., proposed control-of-access or median breaks, modifications of existing access, loading/unloading area access, bike/pedestrian accommodation).

☐ Proposed K-12 School Site ☐ NCDOT MSTA School Traffic Calculator for Select School Type shall be used.

Peak Hour Factors (PHFs) shall be adjusted/weighted for new school trips (0.5 PHF by default).

Internal school circulation analysis is required, and should be submitted in advance or concurrent with the TIA submittal.

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(PHFs) shall be adjusted/weighted for new school trips (0.5 PHF by default).

Internal school circulation analysis is required, and should be submitted in advance or concurrent with the TIA submittal.

☐ Clarify traffic operation plans (e.g. traffic circulation pattern, pedestrian access, drop-off/pick-up zone location and configuration, queue storage area and, if applicable, staggered start times).

Effective Date: 10/01/2017 (Version 17-721) Page 1 of 7 SEAL OF THE STATE THE ESSE QUAM E NORTH VIDERI ☑ CAROLIN ROLINA Trip Generation NCDOT TIA Scoping Checklist TIA Need Screening TIA Scoping TIA Submittal OF NORTH STATE OF CAROLINA TRANSPORTATION D DEPARTMENT OF The TIA Consultant shall prepare trip generation estimates following the current NCDOT Congestion Management Capacity Analysis Guidelines, and submit the calculation sheets and supporting information to the District Engineer for approval prior to capacity analysis.

ITE LUC Proposed Land Use Size Unit Daily Trips Peak Hour Type 221 Mid-Rise Multi 392 720 Medical Office 1353 Dw. Units Th Sq Ft 1823 1353 Adj. Street Adj. Street 37 72 AM Peak Hour Trips Enter Exit Total 124 161 19 91 41 PM Peak Hour Trips Enter Exit Total Data Source 93 60 153 94 135 ITE Equation ITE Equation Unadjusted Site Trips 3176 109 143 252 134 154 288 Internal Capture Trips (Attach Calculation Sheets) Please Select Internal Capture % of Unadjusted Site Trips % % % LUC Proposed Land Use Any Internal Trips?

Pass-By % of External Trips Please Select % % % Please Select % % % % % % % % % % % Pass-By Trips (Attach Calculation Sheets) Adjacent Street Volumes Non-Pass-By Primary Trips Diverted Trips, if Applicable and Justifiable Trip generation data was provided by the client from a similar site.

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eet Volumes Non-Pass-By Primary Trips Diverted Trips, if Applicable and Justifiable Trip generation data was provided by the client from a similar site.

Existing Site Trip Information for Redevelopment Projects (Attach separate sheets as needed) Please Select Please Select ITE Existing Land Use Size Unit Daily Trips LUC Peak Hour AM Peak Hour Trips Type Enter Exit Total PM Peak Hour Trips Enter Data Source Exit Total Please Select - Please Select P Total Existing Site Trips Effective Date: 10/01/2017 (Version 17-721) Page 2 of 7 SEAL OF THE STATE ESSE OLAM VIDERI NORTH CAROLINA NCDOT TIA Scoping Checklist TIA Need Screening TIA Scoping TIA Submittal STATE OF OF NORTH CAROLINA TRANSPORTATION D DEPARTMENT OF ☑ Trip Distribution ☑ Trip distribution diagrams are submitted concurrently with this document (attach separate sheets).

Trip distribution diagrams will be submitted separately, along with supporting information, to the District Engineer for review and approval prior to capacity analysis. The trip distribution shall be based on the current and anticipated traffic patterns, as well as instructions noted below.

If required by the District Engineer, the following additional diagrams shall also be submitted: ☐ Mixed-Use Developments (separate diagrams for residential, commercial, and office trips) Inter-Development Trips (if ‘internal" trips cross public streets) Pass-By Trips Diverted Trips Each Analysis Period ☐ Mode Split ☐ Provide Data Source and Justification Mode Auto Period AM Peak % % % PM Peak % % % Daily % % % % ☐ Identify proper infrastructure and accommodation for other modes of travel.

Analysis Peak Periods: ☑ Weekday AM Peak 7-9 AM ☑ Weekday PM Peak 4-6 PM Weekday Midday Peak Weekday PM School Peak Weekend

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Identify proper infrastructure and accommodation for other modes of travel.

Analysis Peak Periods: ☑ Weekday AM Peak 7-9 AM ☑ Weekday PM Peak 4-6 PM Weekday Midday Peak Weekday PM School Peak Weekend ☐ Other Peak Effective Date: 10/01/2017 (Version 17-721) Page 3 of 7 E NORTH SEAL OF THE STATE THE ESSE QUAM VIDERI CAROLINA NCDOT TIA Scoping Checklist TIA Need Screening TIA Scoping TIA Submittal STATE OF OF NORTH CAROLINA TRANSPORTATION D DEPARTMENT OF ☑ Study Area Intersections and Data Collection The study area shall include the site access intersections (both new and existing) identified under "Site Plan and Access" on page 1, as well as the following external and, if applicable, internal intersections.

External Intersection Intersection of Road A #1 US 64 Road B New Hill Traffic Control Intersection Turning Movement Counts Notes New / Existing Date of Counts Growth Adjustment| #2 US 64 New Hill Olive Signal 2-Way Stop Use Existing Counts Use Existing Counts 12/08/21 12/08/21 3% 3% #3 US 64 Hattie 2-Way Stop Require New Counts #4 US 64 Site Access 1 2-Way Stop #5 US 64 Site Access 2 2-Way Stop Proposed Proposed #6 #7 #8 #9 #10 #11 #12 Internal Intersection of Access Type Intersection Spacing Intersection Road A Road B #101 Traffic Control Please Select Permitted Movements Please Select Distance (ft) Direction Nearest Intersection Please Select #102 #103 #104 #105 The following data will be collected: Unless otherwise noted above, new traffic counts shall be collected at the existing study intersections during the analysis periods. Weekday counts shall avoid Mondays, Fridays, holidays, school breaks, road closures, and major weather events.

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ounts shall be collected at the existing study intersections during the analysis periods. Weekday counts shall avoid Mondays, Fridays, holidays, school breaks, road closures, and major weather events.

☐ To account for the impact of existing and/or proposed school traffic, PHFs will be adjusted for: intersections numbered: and access points numbered: ☐ Traffic Forecast Data for TIP: ☑ Roadway/Intersection Configuration & Traffic Control ☑ Traffic Signal Phasing & Timing Data Crash Data: ☐ Other: Period: Effective Date: 10/01/2017 (Version 17-721) Page 4 of 7 SEAL OF THE STATE NORTH CAROLINA NCDOT TIA Scoping Checklist TIA Need Screening TIA Scoping TIA Submittal OF NORTH STATE OF CAROLINA TRANSPORTATION D DEPARTMENT OF ESSE OUAM VIDERI ☑ Future Year Conditions ☐ Project Build-Out Year: ☑ Future Analysis Year(s): 2025 ☐ Identify below any funded/committed future transportation improvements, as well as any approved but incomplete developments near the site.

Funded STIP / Local CIP Project R-5887 Project Description Year Complete Post Nearby Approved Development Location Legacy PUD Flying Hawk & US 64 Annual Growth Factor: 3 % Future Land Use (exclude any completed phases)| Committed Improvements Multiple Multiple Justification/Data Source: Local Comprehensive Transportation Plan Compliance ☐ Identify Applicable Local Transportation Planning Documents ☐ Identify Applicable Roadways inside the Study Area Road Name Classification Speed Limit Proposed Cross-Section Proposed Right-of-Way Affect Study Compliance Requirements Intersection # Effective Date: 10/01/2017 (Version 17-721) Page 5 of 7 SEAL OF THE STATE THE GREATS NORTH NCDOT TIA Scoping Checklist OF NORTH STATE OF CAROLINA ESSE OUAM VIDERI CAROLINA ☑ Study Method

ntersection # Effective Date: 10/01/2017 (Version 17-721) Page 5 of 7 SEAL OF THE STATE THE GREATS NORTH NCDOT TIA Scoping Checklist OF NORTH STATE OF CAROLINA ESSE OUAM VIDERI CAROLINA ☑ Study Method TIA Need Screening TIA Scoping TIA Submittal D DEPARTMENT OF TRANSPORTATION The traffic analysis shall follow the current NCDOT Congestion Management Capacity Analysis Guidelines, Policy on Street and Driveway Access to North Carolina Highways, and use the current approved version of analysis software (e.g. Synchro/SimTraffic, HCS, Sidra Intersection, TransModeler).

The study shall include the following analysis scenarios for each analysis period.

1. Existing Conditions or funded improvements) 3. Future Build Conditions (future no-build + site trips) 4. Future Build with Improvements Conditions (future build traffic with improvements to mitigate the proposed development's impacts) and, if applicable: 5. TIP Design Year Analysis ☐ 6. Alternative Access Scenario (without proposed control-of-access or median break / modification) The following additional analysis/outputs should be provided as warranted: Signal Warrant Analysis for accesses/intersections Multi-Modal Level of Service Analysis School Loading Zone Traffic Simulation Phasing Analysis (scope separately as needed) ☐ Safety/Crash Analysis Control-of-Access Modification Justification Median Break / Modification Justification ☐ Other ☐ Submittals In addition to the hardcopies required below, the TIA Consultant shall provide the District Engineer and, if required, the local government an electronic copy of the study documents, including the latest site plan,

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the hardcopies required below, the TIA Consultant shall provide the District Engineer and, if required, the local government an electronic copy of the study documents, including the latest site plan, figures and appendices, in searchable PDF files and the original traffic analysis files (e.g., Synchro, HCS).

To expedite review, the NCDOT electronic submittals shall also be delivered concurrently to: NCDOT Submittals Electronic Hardcopy Local Government Electronic Hardcopy Trip Generation & Distribution Required Required Draft TIA Report Required Final Sealed TIA Report Required Required Additional Comments (municipal TIA requirements, approved variations from NCDOT guidelines) Effective Date: 10/01/2017 (Version 17-721) Page 6 of 7 SEAL OF THE STATE ESSE QUAM VIDERI NORTH CAROLINA NCDOT TIA Scoping Checklist TIA Need Screening TIA Scoping TIA Submittal OF NORTH STATE OF DEPARTMENT OF CAROLINA TRANSPORTATION Agreement by All Parties The undersigned agree to the contents and methodology described above for completing the required traffic impact analysis for the proposed development identified herein. Any changes to the above methodology contemplated by the Applicant or the TIA Consultant must be submitted to the District Engineer in writing.

If approved by NCDOT, then such changes may be accepted for the TIA report. Subsequent revisions to the development plan (e.g. land use, density, site access, or schedule) may require additional scoping and analysis, and may modify the TIA requirements.

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This agreement shall become effective on the date approved by NCDOT, and shall expire months after the effective date or upon significant changes to the roadway network and/or development assumptions, whichever occurs first. Once expired, renewal or re-scoping will be required for subsequent TIA submittals.

APPLICANT Signature Print Name Date TIA CONSULTANT Signature Print Name Date LOCAL GOVERNMENT REPRESENTATIVE (If Applicable) Signature Print Name Date Email concurrence may be used in lieu of the signature.

NCDOT DISTRICT REPRESENTATIVE Reviewed and approved by the NCDOT Division Signature Email concurrence may be used in lieu of the signature.

Effective Date: 10/01/2017 (Version 17-721) District on Print Name Page 7 of 7 13 SPACES 11 SPACES 11 SPACES 15 SPACES 12 SPACES US HWY 64 LAFTEVER 10 SPACES 9 SPACES RETAIL/ OFFICE BUILDING 90 SPACES APARTMENT LOT 4.53 AC 5 SPACES 9 SPACES 15 SPACES 15 SPACES SPACES --BUILDING 7 SPACES LOT 3 1.29 AC 13 SPACES 13 SPACES 14 SPACES 100 RIPARIAN BUFFER D DAVENPORT PERENNIAL STREAM BMP & OPEN SPACE 3.61 AC RIPAR BUFFE UFFER IPARIAN INTERMITTANT STREAM BUILDING 3 TO SPACES RETAIL/ OFFICE LOT 4 3.27 AC WETLAND 7 SPACES 11 SPACES FARMARIT 18 SPACES 9 SPACES 11 SPACES BUILDING 4 OPACIES 12 SPACES 10 SPACES 13 SPACES 13 SPACES 14 SPACES 14 SPACES 12 SPACES 9 SPACES 11 SPACES 13 SPACES SPACES 8 SPACES SPACES 6 SPACES SPACES SPACES 10 SPACES APARTMENT LOT 2 BUILDING 5 SPACES 8.90 AC 15 SPACES 10 SPACES 13 SPACES BUILDING & TI SPACES SPACES 13 SPACES NOTEB t 3 WETLAND 2 THE 50 TYPE E STREETSCAPE BUFFER WILL BE PLANTED TO THE FULLEST EXTENT PRACTICABLE IN A 15 WIDTH ADDITIONAL BUFFER, FOR A TOTAL OF 20 BUFFER, DUE TO EXISTING UTILITY EASEMENTS WITHIN THE BUFFER EXISTING TOPOGRAPHY TAKEN FROM WAKE COUNTY GE

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E PLANTED TO THE FULLEST EXTENT PRACTICABLE IN A 15 WIDTH ADDITIONAL BUFFER, FOR A TOTAL OF 20 BUFFER, DUE TO EXISTING UTILITY EASEMENTS WITHIN THE BUFFER EXISTING TOPOGRAPHY TAKEN FROM WAKE COUNTY GE EXISTING PROPERTY BOUNDARIES TAKEN FROM WAKE COUNTY CIB DAS RETAIL/ OFFICE LOT 5 2.17 AC SITE DATA HS 3805 UB 64 HWY W, NC PIN 0712842430 PROPERTY OWNER GOODWIN, LOUVENIA ANN S 3800 UB 64 HWY W APEX NC 27523-8452 UNITS PER BUILDING-56 PROPOSED UNITS-992 UNITS PARKING REQUIRED 224 (1 BEDIX 15 SPACES 336 SPACES 168 2 BED) X 1.5 SPACES 252 SPACES TOTAL REQUIRED=588 SPACES PARKING PROVIDED = 506 BPACES NUMBER OF HANDICAPPED &PACES-xx CE CE GROUP 301 GLENWOOD AVE 220 RALEIGH NC 27803 PHONE: 91-7-870 FAX: 919-322-0032 www.cegroupine.am Low C-173 NORTH 10 SPACES S SPACE B SPACES 10 SPACES ☐ 10SPACES 14 SPACES 11 SPACES பட 7 SPACES BUILDING 7 GO SPACES 10 SPACES 15 SPACES ப 19 SPACES FIGURE 1 CONCEPT PLAN MAIN TRACT AREA elimin RCA REQUIRED: 35.83 A.C Release Constru PROPOSED RCA 883A.C 081AC APARTMENT LOT 1 APARTMENT LOT 2 4.63 A.C 8.90 AC 361AC 1.29A.C 327 AC BMP & OPEN SPACE: RETAIL LOTS RETAIL LOT 4 RETAIL LOTS NEW RAW AREA MULTI-FAMILY RETAIL/OFFICE TOTAL LOT AREA 217AC 245 AC 1343 AC (88% OF LOT AREA) 6.73 AC (34% OF LOT AREA) LOTS FUTURE OFFICE LOT 4 FUTURE OFFICE LOTS FUTURE OFFICE TOTAL 20.16 A.C 8,000 SF +-12,000 BF -16,100 B -34,100 SF CLICK BEFORE 811 PARTN NORTH SCALE: 67 PRELIMINARY DESIGN NOT RELEASED FOR CONSTRUCTION CONCEPT MAP 3 GOODWIN PROPERTY APEX NORTH CAROLINA 10/22 1=40 129.01 Sheck Ne 1 REVISIONO 751 US Hwy 64 Amberlight Rd propseed Dr Antler Vw Dr Lovage Dr B PINEFIELD Pinefie Feld Rd SITE Lawson Ln D DAVENPORT FIGURE 2A SITE LOCATION MAP PROPOSED SITE INDICATORS Flying Ha US Hwy 64 751 US. Hwy 64 Amberlight Rd Propseed Deal Antler Vw Dr Lovage Dr

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age Dr B PINEFIELD Pinefie Feld Rd SITE Lawson Ln D DAVENPORT FIGURE 2A SITE LOCATION MAP PROPOSED SITE INDICATORS Flying Ha US Hwy 64 751 US. Hwy 64 Amberlight Rd Propseed Deal Antler Vw Dr Lovage Dr PINEFIELD Pinefie eld Rd awson Ln Lawson Ln Flying Rd U.S. Hwy 64 DDAVENPORT FIGURE 2B VICINITY MAP STUDY INTERSECTIONS EXISTING PROPOSED N NC 751 [་ 215/204 817 / 1004 55/119 7/13 82/138 76/206-> 144/239 عاد 108/82 1010/950 56/100 1154/1193 8/15 1094/1340 US 64 121/109 Chapel Road New Hill Olive LEGEND SIGN CONTROL ROADWAY TRAFFIC MOVEMENT BLACK = EXISTING AM/PM PEAKS Pinefield Road 2/3 1/1 0/1 0/3 1275/1298 1/2 1093/1338 0/1 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client.

D DAVENPORT 15% IN 30% IN 45% OUT 55% IN 100% OUT Site Access 1 100% OUT 15% IN Figure 5Primary Trip Distribution LEGEND

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T and shall be a violation of the agreement between DAVENPORT and the client.

D DAVENPORT 15% IN 30% IN 45% OUT 55% IN 100% OUT Site Access 1 100% OUT 15% IN Figure 5Primary Trip Distribution LEGEND SIGN CONTROL RIGHT-IN ROADWAY TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED BLUE = PROPOSED Pinefield Road 55% IN + 45% OUT 45% OUT → 55% OUT Site Access 2 % DESTINATION NODE 55% IN 55% Signature Apex Development Apex, NC DAVENPORT Project Number 220418 N NC 751 16/20 0/03 10/0 27/34 21/23 36/39 0/0 US 64 44 / 54 0/0 57/62 7/8 0/0 771 רי 5/7 C 0/0 Chapel Road New Hill Olive 16/20 33/40 64/69 60/74 143/154 Site Access 1 143/154 16/20 124/143 Site Access 2 LEGEND SIGN CONTROL RIGHT-IN ROADWAY TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED BLUE = PROPOSED AM/PM PEAKS Pinefield Road 0/0 0/0 64/69 0/0 79/85 0/0 60/74 0/0 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client.

D DAVENPORT Figure 7 Primary Site Trips Signature Apex Development Apex, NC DAVENPORT Project Number 220418 Multifamily Housing (Mid-Rise) Not Close to Rail Transit (221) Vehicle Trip Ends vs: Dwelling Units On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 11 Avg. Num. of Dwelling Units: 201 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per Dwelling Unit Average Rate 4.54 Data Plot and Equation T = Trip Ends 1,500 1,000 500 1780 Range of Rates 3.76 - 5.40 + × X Х '0 × Study Site 100 200

Pages 182–184

ntering, 50% exiting Vehicle Trip Generation per Dwelling Unit Average Rate 4.54 Data Plot and Equation T = Trip Ends 1,500 1,000 500 1780 Range of Rates 3.76 - 5.40 + × X Х '0 × Study Site 100 200 X = Number of Dwelling Units Fitted Curve Fitted Curve Equation: T = 4.77(X) - 46.46 Standard Deviation 0.51 х 300 Average Rate R²= 0.93 Trip Gen Manual, 11th Edition Institute of Transportation Engineers 392 400 Multifamily Housing (Mid-Rise) Not Close to Rail Transit (221) Vehicle Trip Ends vs: On a: Dwelling Units Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m.

Pages 184–187

0 50 Range of Rates 0.19 -0.57 + 300 392 400 Ο × Study Site 100 200 X = Number of Dwelling Units Fitted Curve Standard Deviation 0.08 Average Rate R²= 0.91 Trip Gen Manual, 11th Edition Institute of Transportation Engineers 500 Х Medical-Dental Office Building - Stand-Alone (720) Vehicle Trip Ends vs: On a: 1000 Sq. Ft. GFA Weekday Setting/Location: Number of Studies: Avg. 1000 Sq. Ft. GFA: Directional Distribution: General Urban/Suburban 18 15 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate 36.00 Range of Rates 14.52 100.75 Data Plot and Equation T = Trip Ends 3,000 2,000 1,000 1353 1224 × Standard Deviation 13.38 ☑ 34 20 40 60 X = 1000 Sq. Ft. GFA Fitted Curve Average Rate × Study Site Fitted Curve Equation: T = 42.97(X) - 108.01 R²= 0.92 Trip Gen Manual, 11th Edition Institute of Transportation Engineers Medical-Dental Office Building - Stand-Alone (720) Vehicle Trip Ends vs: On a: Setting/Location: Number of Studies: Avg. 1000 Sq. Ft. GFA: Directional Distribution: 1000 Sq. Ft. GFA Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m.

General Urban/Suburban 24 25 79% entering, 21% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate 3.10 Data Plot and Equation T = Trip Ends 500 400 300 200 100 105 91 Range of Rates 0.87 - 14.30 34 20 40 X=1000 Sq. Ft. GFA × Study Site Trip Gen Manual, 11th Edition Fitted Curve 60 60 Standard Deviation 1.49 80 ☑ Average Rate R²= 0.80 Institute of Transportation Engineers 100 Medical-Dental Office Building - Stand-Alone (720) Vehicle Trip Ends vs: On a: Setting/Location: Number of Studies: Avg. 1000 Sq. Ft. GFA: Directional Distribution: 1000 Sq. Ft. GFA Weekday,

Pages 187–188

neers 100 Medical-Dental Office Building - Stand-Alone (720) Vehicle Trip Ends vs: On a: Setting/Location: Number of Studies: Avg. 1000 Sq. Ft. GFA: Directional Distribution: 1000 Sq. Ft. GFA Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m.

General Urban/Suburban 30 23 30% entering, 70% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate 3.93 Range of Rates 0.62 - 8.86 Standard Deviation 1.86 Data Plot and Equation T = Trip Ends 600 500 400 300 200 135 134 100 X 34 20 40 X = 1000 Sq. Ft. GFA × Study Site Fitted Curve Equation: T = 4.07(X) - 3.17 Fitted Curve 60 60 80 Average Rate R²= 0.77 Trip Gen Manual, 11th Edition Institute of Transportation Engineers 100 Type of peak hour being reported: Intersection Peak LOCATION: New Hill Rd -- US 64 CITY/STATE: Chatham, NC 294 + 515 + 80 74 140 L + 870 105, 209 -> 977 899- 0.93 1058 547 <-715 - 531047 0 " 會 Method for determining peak hour: Total Entering Volume QC JOB #: 15891301 DATE: Wed, Dec 8 2021 Peak-Hour: 7:30 AM - 8:30 AM Peak 15-Min: 8:00 AM -- 8:15 AM 75 201 1 + 174 + 277 0 L Quality Counts DATA THAT DRIVES COMMUNITIES 0 N/A انا N/A t ◆ N/A 會 N/A 10.3 8.6 6.9-> 6.8 1.9 7 5.4 + 3.7 + 12.5 4.1 21 + چا 0 07 t 3.3 9.1 <-11.2 3.8 6.2 r 0 1.5 0 + + 3.4 1.1 0 0 0 N/A → 中華 0 0 to N/A + 4 N/A 0 0 ◆ N/A New Hill Rd New Hill Rd 15-Min Count Period (Northbound) (Southbound) US 64 (Eastbound) US 64 (Westbound) Total Hourly Totals Beginning At Left Thru Right 7:00 AM 20 36 7:15 AM 18 39 7:30 AM 12 67 7:45 AM 21 55 8:00 AM 19 39 8:15 AM 23 40 8:30 AM 15 56 8:45 AM 14 27 Dooooooo0 10000100 U Left Thru Right U Left Thru Right U 34 11 10 0 6 213 14 0 32 17 22 27 16 31 0 41 20 22 29 40 24 12 0 32 14 15 0 24 15 15 0 29 18 11 2222222 26 253 13 1 23 256 16 0 201 21 0 37 243

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Dooooooo0 10000100 U Left Thru Right U Left Thru Right U 34 11 10 0 6 213 14 0 32 17 22 27 16 31 0 41 20 22 29 40 24 12 0 32 14 15 0 24 15 15 0 29 18 11 2222222 26 253 13 1 23 256 16 0 201 21 0 37 243 10 0 16 199 7 0 27 211 15 0 21 215 8 184522229 Left Thru Right U 144 26 1 524 121 46 1 593 167 48 142 49 196 63 17 210 49 13 164 47 16 147 48 313022 671 614 2402 698 2576 623 2606 604 2539 556 2481 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U All Vehicles 76 156 0 0 lloכ| Left Thru Right 160 96 48 סכן U Left Thru Right 148 972 40 סוכן U Left Thru Right 0 48 784 252 צון כן Total 12 2792 Heavy Trucks 0 4 0 8 8 4 4 80 4 8 96 16 232 Buses Pedestrians 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 7/25/2022 8:04 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak LOCATION: New Hill Rd -- US 64 CITY/STATE: Chatham, NC 566 + 402 FL 134 200 232 1981284 1141 80 3 8810.95 <-970 1058 977 116 1132 0 ل + Method for determining peak hour: Total Entering Volume QC JOB #: 15891302 DATE: Wed, Dec 8 2021 Peak-Hour: 4:45 PM -- 5:45 PM Peak 15-Min: 5:15 PM -- 5:30 PM 37 124 6 + 400 167 0 L Quality Counts DATA THAT DRIVES COMMUNITIES 0 N/A انا N/A t ◆ N/A 會 N/A 2.9 2.5J 3.63.3י 1 0 07 14 + 2 會 2.2 1.5 0.9 + t 2.5 2.8 2.7 7249 0.8 0 <- 8 1.5 + 1.2 N/A → 中華 0 0 0 0 0 to N/A + 4 N/A - 3 1.73 0 0 ◆ N/A New Hill Rd New Hill Rd 15-Min Count Period (Northbound) (Southbound) US 64 (Eastbound) US 64 (Westbound) Total Hourly Totals Beginning At Left 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 15266277273 Thru Right U Left Thru Right U

Pages 189–190

urly Totals Beginning At Left 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 15266277273 Thru Right U Left Thru Right U Left Thru Right 12 1 0 26 15 26 16 149 19 13 0 0 25 20 19 13 1 0 31 17 25 17 0 0 25 23 21 11 20 0 0 44 19 21 oooo 19 178 0 11 171 0 14 150 0 7 156 12 0 41 20 23 25 183 11 27 1 0 41 30 25 17 0 0 33 28 20 28 0 0 43 44 33 10 22 3 0 45 42 37 10 28 0 0 56 43 30 32 14 30 34 14 28 27 USOLO 0 0 54 35 41 5 0 62 56 23 0 0 59 46 39 1 0 57 63 31 0 0 57 44 35 booooooooo 14 177 0 16 212 0 14 192 0 19 229 17 181 0 17 219 15 229 0 22 222 0 26 211 0 20 199 Peak 15-Min Northbound Southbound Eastbound Flowrates Left Thru Right All Vehicles 8 136 0 סוכן Left Thru Right U Left Thru 236 184 156 0 88 888 104 Heavy Trucks 0 0 0 0 0 0 8 8 3772640565836236100 ס סכ U 18 0 0 0 21 0 1 0 0 0 29 0 0 0 0 0 48532222222222222 Left Thru Right U 168 26 4 495 15 183 23 4 525 13 169 30 3 507 176 50 1 532 2059 215 30 2 558 2122 199 40 1 597 2194 237 34 2 649 2336 27 231 41 2 659 2463 223 33 7 678 2583 236 51 10 748 2734 238 32 5 694 2779 224 37 4 712 2832 252 58 3 794 2948 270 57 1 806 3006 27 224 46 5 763 3075 205 46 5 686 3049 Westbound Total Right סוכן Left Thru Right U 112 1080 228 4 0 20 0 3224 36 Buses Pedestrians 0 0 0 0 0 Bicycles Scooters 0 0 0 0 0 0 0 0 0 0 0 0 ○ Comments: Report generated on 7/25/2022 8:04 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak LOCATION: New Hill Olive Chapel Rd -- US 64 CITY/STATE: Wake, NC 0 0 + + 0 0 0 ↓ جا 0 0 10860.93 + 0 1094 → 8 7 FO -1203 9 會 له 0 0 8 0 117 + 117 0 L 0 N/A انا N/A t ◆ N/A Method for determining peak hour: Total Entering Volume QC JOB #: 15891303

Pages 190–191

TATE: Wake, NC 0 0 + + 0 0 0 ↓ جا 0 0 10860.93 + 0 1094 → 8 7 FO -1203 9 會 له 0 0 8 0 117 + 117 0 L 0 N/A انا N/A t ◆ N/A Method for determining peak hour: Total Entering Volume QC JOB #: 15891303 DATE: Wed, Dec 8 2021 Peak-Hour: 7:15 AM -- 8:15 AM Peak 15-Min: 7:15 AM -- 7:30 AM Quality Counts DATA THAT DRIVES COMMUNITIES STOP 0 0 6.2 → 6.212.57 0 0 0 0 0 + L L 0 07 STOP + r 0 0 2.6 + 12.5 + 2.6 N/A → 0 0 0 0 0 to to <- 0 0 05.8 N/A + 4 0 0 ◆ N/A 會 N/A N/A + 15-Min Count Period New Hill Olive Chapel Rd (Northbound) New Hill Olive Chapel Rd (Southbound) US 64 (Eastbound) US 64 (Westbound) Hourly Total Totals Beginning At Left Thru Right U 7:00 AM 0 0 25 7:15 AM 0 0 29 7:30 AM 0 0 30 7:45 AM 0 0 30 8:00 AM 0 0 28 8:15 AM 0 0 31 8:30 AM 0 0 34 8:45 AM 0 0 45 Doooooooo Left Thru Right 0 0 0 0 0 0 0 Oooooooo 00000000 0 0 0 0 0 0 Doooooooo g0000000n U Left Thru Right U 0 0 225 3 0 0 293 2 0 0 279 0 0 236 0 278 0 221 0 235 0 247 Doooooooo 1303372 Left Thru Right U 0 0 0 0 0 0 0 0 ooooooo 0 0 0 0 0 oooooooc 0 0 0 0 0 0 0 0 0 Doooooooo 2000000000 0 253 0 324 0 312 0 0 0 0 0 266 1155 309 1211 255 1142 270 1100 294 1128 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U All Vehicles 0 0 116 lloכ Left Thru Right U Left Thru Right 0 0 0 0 0 0 1172 8 סוכן U Left Thru Right U 0 0 0 0 lloכ| Total 1296 Heavy Trucks 0 0 0 0 0 0 0 56 x c 0 0 0 0 56 Buses Pedestrians 0 0 0 0 Bicycles 0 0 0 0 0 0 ܘ܂ 0 0 0 0 0 0 Scooters Comments: Report generated on 7/25/2022 8:04 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak LOCATION: New Hill Olive Chapel Rd -- US 64 CITY/STATE: Wake, NC 0 0 + + 0 0 0 + جا 0 0 10950.93 + 0 1110- 15 7 50 1201 會 r 0 0 106 + + 0 15

of 1 Type of peak hour being reported: Intersection Peak LOCATION: New Hill Olive Chapel Rd -- US 64 CITY/STATE: Wake, NC 0 0 + + 0 0 0 + جا 0 0 10950.93 + 0 1110- 15 7 50 1201 會 r 0 0 106 + + 0 15 106 0 L 0 N/A انا N/A t 會 N/A ◆ N/A Method for determining peak hour: Total Entering Volume QC JOB #: 15891304 DATE: Wed, Dec 8 2021 Peak-Hour: 4:45 PM -- 5:45 PM Peak 15-Min: 5:00 PM -- 5:15 PM Quality Counts DATA THAT DRIVES COMMUNITIES STOP 0 + 0 0 0 + 0 404 0 0 3.433 07 03.2 9 + r 0 0 1.9 + 0 1.9 L 0 07 0 0 0 STOP N/A → 0 0 to N/A + 4 N/A 0 0 ◆ N/A New Hill Olive Chapel Rd 15-Min Count Period (Northbound) New Hill Olive Chapel Rd (Southbound) US 64 (Eastbound) US 64 (Westbound) Hourly Total Totals Beginning At 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM Joooooooooooooooo Left Thru Right U Left Thru Right U Left Thru Right U 0 0 20 0 0 0 0 0 25 0 0 29 0 0 17 0 0 0 16 0 0 27 0 25 1 0 20 0 0 0 0 0 ooooooo 22 0 0 17 0 24 0 0 0 15 0 0 0 31 0 0 36 0 0 0 24 0 0 0 0 25 0 0 Peak 15-Min Northbound Flowrates Left Thru Right All Vehicles 0 0 124 סוכן U Left Thru Heavy Trucks 0 0 4 ○ 00 0 0 oooooo00 oooooooooooooooOOo | oooooooooOOOOOOOBE Oooooooooooooooo 0 0 171 0 202 0 0 202 0 0 170 0 205 0 217 0 208 0 237 0 224 0 281 0 236 0 259 0 291 0 276 0 269 0 248 ooooooooooooooo 24323205269645245 Left Thru Right U 0 0 0 195 0 0 0 0 0 0 0 ooooooooooooooo 0 0 230 0 0 233 0 0 0 190 848 0 223 876 244 890 239 896 0 259 965 0 0 252 994 0 307 1057 0 266 1084 0 0 0 278 1103 0 0 327 1178 0 0 314 1185 0 0 0 297 1216 0 0 278 1216 Southbound Right Eastbound Westbound 0 סוכן U Left Thru Right U Total Left Thru 0 1164 20 0 0 0 0 0 64 0 0 0 2000 Right U 0 1308 68 Buses Pedestrians 0 0 0 0 0

Page 192

314 1185 0 0 0 297 1216 0 0 278 1216 Southbound Right Eastbound Westbound 0 סוכן U Left Thru Right U Total Left Thru 0 1164 20 0 0 0 0 0 64 0 0 0 2000 Right U 0 1308 68 Buses Pedestrians 0 0 0 0 0 Bicycles Scooters 0 0 0 0 0 0 0 0 0 0 0 0 Comments: Report generated on 7/25/2022 8:04 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak LOCATION: Pinefield Rd -- US 64 CITY/STATE: Wake, NC 3 1 + ↑ 1 0 2 + 1094 3 t 1 <-1094 12750.94 <-1093 1275 י 5 0 -1277 0 9 + r 0 0 0 + 0 Method for determining peak hour: Total Entering Volume QC JOB #: 15891305 DATE: Wed, Jul 27 2022 Peak-Hour: 7:45 AM 8:45 AM Peak 15-Min: 8:30 AM -- 8:45 AM 0 L STOP 0 N/A انا N/A t 會 N/A ◆ N/A Quality Counts DATA THAT DRIVES COMMUNITIES זזז Y119│ 0 ↑ 0 0 0 + 73 0 J 7.17.107 าา 0 0 0 0 07 N/A → STOP 0 0 0 0 0 0 0 to N/A + 4 N/A to <- 7.3 <-73 07 0 0 ◆ N/A Pinefield Rd 15-Min Count Period (Northbound) Pinefield Rd (Southbound) US 64 (Eastbound) US 64 (Westbound) Total Hourly Totals Beginning At Left Thru Right U 7:00 AM 0 0 0 0 7:15 AM 0 7:30 AM 0 7:45 AM 0 8:00 AM 0 8:15 AM 0 8:30 AM 8:45 AM oooooooo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hoooooooo 00000111 Doooooooo Left Thru 0 0 0 0 0 0 0 0 00000 OOOHO Right U Left Thru Right U 0 241 0 300 0 0 328 0 346 0 0 298 0 0 297 1 0 0 334 0 0 302 Peak 15-Min Northbound Southbound Eastbound Flowrates Left Thru Right All Vehicles 0 0 0 סכן Left Thru Right U Left Heavy Trucks 0 0 0 40 0 4 0 0 Thru 1336 Right סוכן 0 to 0 0 120 ooooooo DOHOOOOOH 00000000000 Left Thru Right U 0 206 241 1 0 0 253 0 276 274 251 HOOOOO 448 0 0 542 0 0 581 0 0 622 2193 0 0 572 2317 0 0 549 2324 0 292 1 0 629 2372 1 268 3 0 575 2325 Westbound Total Left Thru Right U 0 1168 4 0 2516 0 120

Pages 192–193

ight U 0 206 241 1 0 0 253 0 276 274 251 HOOOOO 448 0 0 542 0 0 581 0 0 622 2193 0 0 572 2317 0 0 549 2324 0 292 1 0 629 2372 1 268 3 0 575 2325 Westbound Total Left Thru Right U 0 1168 4 0 2516 0 120 0 240 Buses Pedestrians 0 0 ○ Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 8/1/2022 2:39 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak LOCATION: Pinefield Rd -- US 64 CITY/STATE: Wake, NC 4 3 + + 1 0 3 + 1341t 2 <-1341 12980.95 -1338 13010 7 F 1 -1302 9 + 0 0 0 + 0 0 Method for determining peak hour: Total Entering Volume QC JOB #: 15891306 DATE: Wed, Jul 27 2022 Peak-Hour: 5:00 PM 6:00 PM Peak 15-Min: 5:15 PM -- 5:30 PM 0 L STOP 0 N/A انا N/A t 會 N/A ◆ N/A Quality Counts DATA THAT DRIVES COMMUNITIES זזז Y119│ 0 ↑ 0 0 0 + 2.80 J 3.83.807 0 07 N/A → STOP 0 0 0 0 0 0 0 0 0 0 to N/A + 4 N/A to - 2.8 - 2.8 03.8 0 1 ◆ N/A Pinefield Rd Pinefield Rd 15-Min Count Period (Northbound) (Southbound) US 64 (Eastbound) US 64 (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left 4:00 PM 0 4:15 PM 0 4:30 PM 0 4:45 PM 0 5:00 PM 0 5:15 PM 0 5:30 PM 0 5:45 PM 0 oooooooo oooooolbo 0 0 0 0 0 0 0 0 0 oooooooo ooooo00 0 0 0 0 0 0 0 0 0 0 1 3LOOOL11 Thru Right U Left Thru Right 0 1 0 261 0 1 0 0 0 0 0 0 0 1 0 0 0 0 oooooooo 0 280 0 0 340 0 282 0 1 314 0 0 0 352 0 0 312 0 0 0 320 0 HOLOOLTO 20 0000 Oooo U Left Thru Right U 1 0 263 0 0 313 0 314 0 307 0 339 1 0 338 1 0 346 0 0 315 330L4400 0 1 1 1 OOOO1000 532 598 655 590 2375 656 2499 694 2595 660 2600 636 2646 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U All Vehicles 0 0 0 סכן Left Thru Right Heavy Trucks 0 0 0 +0 4 0 0 0 to 4 סוכן U Left Thru Right 0 1408 0

Pages 193–195

6 2646 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U All Vehicles 0 0 0 סכן Left Thru Right Heavy Trucks 0 0 0 +0 4 0 0 0 to 4 סוכן U Left Thru Right 0 1408 0 U Left Thru Right U 4 0 0 52 0 0 0 1352 28 to 4 0 lloכ| 2776 0 80 Buses Pedestrians 0 0 0 0 Bicycles 0 0 0 0 0 0 ܘ܂ 0 0 0 0 0 0 Scooters Comments: Report generated on 8/1/2022 2:39 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 New Hill Olive Chapel Road (51)117 1 (40) 93 ▲ 13 (18) 13 (18) 2 US 64 (71) 132 (0) 30 New Hill Road (70) 39 → (48) 26 ▼ 70 (30) NC 751 65 (119) 65 (111) New Hill Olive Chapel Road 5 ▼ 23 (10) (0) 17 (51) 997 (44) 13 은희 23 (10) 28 L 0 (34) (10) 13 (0) 17 4 Site Driveway 26 (35) 53 (10) 132 (71) 11 142 (193) West Site Driveway 13 (10) 129 (228) 6 ← 0 (45) 10 (44) 13 (141) 266 RI/RO Driveway (166) 116 PROJECT SITE | East Site Driveway 3 Pinefield Road 211 (116) 185 (81) (35) 26 (175) 103 (61) 85 (0) 36 0 (45) (0) 36 (XX) 1 × 0 XX چا Site Driveway I (45) 0 I 8 10 (45) (0) 36 LEGEND Existing Laneage AM Peak Hour Traffic Volume PM Peak Hour Traffic Volume Intersection Reference Number + TMSA High School Traffic Assessment Figure 12 Page 21 Conventional Widening Project Trips 100' 300' ☑ 75' NC 751 75' 5 New Hill Olive Chapel Road 125' US 64 150' 375' 2 3 11 [[STOP] 375' 9 Site Driveway 6 125' 200' Lovage Drive ☑ [STOP] West Site Driveway -----RI/RO Driveway STOP 10 STOP Pinefield Road 325' 350' 50' PROJECT SITE 8 | East Site Driveway Site Driveway Amberlight Road 7 STOP LEGEND Existing Laneage Proposed Laneage Existing Traffic Signal Modified Traffic Signal Proposed Traffic Signal Committed Laneage STOP Dropseed Drive TMSA High School Traffic Assessment

Pages 195–197

GEND Existing Laneage Proposed Laneage Existing Traffic Signal Modified Traffic Signal Proposed Traffic Signal Committed Laneage STOP Dropseed Drive TMSA High School Traffic Assessment Committed and Recommended Roadway Laneage (Offset T) STOP Existing Stop Control XX' Storage Length Figure 17 Page 26 US 64 LEGEND XX (XX) BACKGROUND TRAFFIC SITE TRAFFIC [XX] TOTAL BUILD-OUT TRAFFIC NOT TO SCALE 3NIGטוO73 [L] ଏଧ [1416] (7) 1409 [0] (0) 0 to (0) [0] 1224 (20) [1244] [1413] (2) 1411[5] (5) 0 E FREE [6] (62) 0SITE [1434] (25) 1409 [1] (0) [16] (15) [2] (2) C OVOH SEE [69] (69) 0 ଏଧ ମMVH NI 1218 (5) [1223] 1 (0) [1] (0) [1] [1492] (78) 1414 88 ଏଧ NIMⱭ009 (0) [1] 1223 (28) [1251] 10 (0) [10] Kimley»Horn US 64 RESIDENTIAL APEX, NC TRAFFIC IMPACT ANALYSIS PROJECTED (2024) BUILD-OUT AM PEAK HOUR TRAFFIC VOLUMES WITH RI/RO DRIVEWAY FIGURE 5.3 REUSE THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED.

OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

US 64 LEGEND XX (XX) BACKGROUND TRAFFIC SITE TRAFFIC [XX] TOTAL BUILD-OUT TRAFFIC 8) NOT TO SCALE 3NIGטוO73 (0) [1] 1791 (13) [1804] [15] (15) 0 FREE 9] (97) 0.

E [4] (0) [10] (10)

Pages 197–198

X] TOTAL BUILD-OUT TRAFFIC 8) NOT TO SCALE 3NIGטוO73 (0) [1] 1791 (13) [1804] [15] (15) 0 FREE 9] (97) 0.

E [4] (0) [10] (10) [5] (5) SITE OVOU SARY F عليا إلى [O] (Ot) 0.

נר NIפ Oଧ ମMVH (0) [4] (82) [82] 1814 (3) [1817] 4 (0) [4] [4] (3) 1 [1572] (53) 1519(0) 0.

+ 88 ଏଧ NIMⱭOOƆ [6] (0) 6 1814 (82) [1896] 1 (0) [1] Kimley» Horn US 64 RESIDENTIAL APEX, NC TRAFFIC IMPACT ANALYSIS PROJECTED (2024) BUILD-OUT PM PEAK HOUR TRAFFIC VOLUMES WITH RI/RO DRIVEWAY FIGURE 5.4 REUSE THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED.

OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

NOT TO SCALE RD.

PINEFIELD [1] US 64 0 (0) [0] [1532] (42) 1490 و to (0) [0] LEGEND XX (XX) BACKGROUND TRAFFIC SITE TRAFFIC [XX] TOTAL BUILD-OUT TRAFFIC DRWY.

RI/RO SITE HAWK RD.

FLYING [1] (0) SITE 1 (0) [1] (0) [1] SITE ACCESS ROAD GOODWIN RD.

88 [0] (0) 0 1 (0) [1] 1294 (99) [1393] 10 (0) [10] Kimley»Horn US 64 RESIDENTIAL APEX, NC PHASE 2 PROJECTED (2026) PHASE 2 BUILD-OUT TRAFFIC IMPACT ANALYSIS

Pages 198–199

88 [0] (0) 0 1 (0) [1] 1294 (99) [1393] 10 (0) [10] Kimley»Horn US 64 RESIDENTIAL APEX, NC PHASE 2 PROJECTED (2026) PHASE 2 BUILD-OUT TRAFFIC IMPACT ANALYSIS AM PEAK HOUR TRAFFIC VOLUMES WITH RI/RO DRIVEWAY FIGURE 1 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED.

OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

REUSE NOT TO SCALE US 64 [3] (0) [1670] (63) 1607 38 LEGEND XX (XX) BACKGROUND TRAFFIC SITE TRAFFIC PASS BY TRAFFIC ACCESS DIVERSION [XX] TOTAL BUILD-OUT TRAFFIC PINEFIELD RD.

1 (0) [1] DRWY.

RI/RO SITE [5] (0) 5 SITE HAWK RD.

FLYING 7 SITE ACCESS ROAD 5 (0) [5] 5 (0) [5] GOODWIN RD.

1 (0) [1] 1918 (146) [2064] 9 (0) [9] PROJECTED (2026) PHASE 2 BUILD-OUT FIGURE 2 REUSE PM PEAK HOUR TRAFFIC VOLUMES WITH RI/RO DRIVEWAY THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED.

Pages 199–201

VOLUMES WITH RI/RO DRIVEWAY THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED.

OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

US 64 RESIDENTIAL APEX, NC PHASE 2 TRAFFIC IMPACT ANALYSIS Kimley»Horn US 64 NC 751 240 (2/5) 200 TAPER 300' STORAGE SR 1001 (NEW HILL RD) SR 1001 (NEW HILL RD SR 1141 (NEW HILL OLIVE CHAPEL RD) GD 150 STORAGE -200° TAPER US 64 100' STORAGE 200 TAPER SR 1141 (NEW HILL OLIVE CHAPEL RD) PLANNING BOARD REPORT TO TOWN COUNCIL Rezoning Case: 22CZ22 Elevate 64 West Planning Board Meeting Date: March 13, 2023 Report Requirements: APEX 1873 NORTH ROLINA Per NCGS §160D-604(b), all proposed amendments to the zoning ordinance or zoning map shall be submitted to the Planning Board for review and comment. If no written report is received from the Planning Board within 30 days of referral of the amendment to the Planning Board, the Town Council may act on the amendment without the Planning Board report. The Town Council is not bound by the recommendations, if any, of the Planning Board.

Per NCGS §160D-604(d), the Planning Board shall advise and comment on whether the proposed action is consistent with all applicable officially adopted plans, and provide a written recommendation to the Town Council that addresses plan consistency and other matters as deemed appropriate by the Planning Board, but a comment by the Planning Board that a proposed amendment is inconsistent with the officially adopted plans shall not preclude consideration or approval of the proposed amendment by the Town Council.

Pages 201–202

a comment by the Planning Board that a proposed amendment is inconsistent with the officially adopted plans shall not preclude consideration or approval of the proposed amendment by the Town Council.

PROJECT DESCRIPTION: Acreage: +/- 35.15 acres PIN(s): 0712749870 & 071282430 Current Zoning: Rural Residential (RR) Proposed Zoning: Planned Unit Development-Conditional Zoning (PUD-CZ) 2045 Land Use Map: Mixed Use: High Density Residential/Office Employment/Commercial Services Town Limits: Inside the ETJ Applicable Officially Adopted Plans: The Board must state whether the project is consistent or inconsistent with the following officially adopted plans, if applicable. Applicable plans have a check mark next to them.

☑ 2045 Land Use Map Consistent Inconsistent Reason: ☑ Apex Transportation Plan ✓ Consistent Inconsistent Reason: Page 1 Parks, Recreation, Open Space, and Greenways Plan Consistent Inconsistent Reason: Planning Board Report to Town Council PLANNING BOARD REPORT TO TOWN COUNCIL Rezoning Case: 22CZ22 Elevate 64 West Planning Board Meeting Date: March 13, 2023 Legislative Considerations: APEX 1873 NORTH The applicant shall propose site-specific standards and conditions that take into account the following considerations, which are considerations that are relevant to the legislative determination of whether or not the proposed conditional zoning district rezoning request is in the public interest. These considerations do not exclude the legislative consideration of any other factor that is relevant to the public interest.

Consistency with 2045 Land Use Plan. The proposed Conditional Zoning (CZ) District use's appropriateness for its proposed location and consistency with the purposes, goals, objectives, and policies of the 2045 Land Use Plan.

✓ Consistent

Pages 202–203

The proposed Conditional Zoning (CZ) District use's appropriateness for its proposed location and consistency with the purposes, goals, objectives, and policies of the 2045 Land Use Plan.

✓ Consistent Inconsistent Reason: Compatibility. The proposed Conditional Zoning (CZ) District use's appropriateness for its proposed location and compatibility with the character of surrounding land uses.

✓ Consistent Inconsistent Reason: 3.

Zoning district supplemental standards. The proposed Conditional Zoning (CZ) District use's compliance with Sec. 4.4 Supplemental Standards, if applicable.

Consistent ☐ Inconsistent Reason: 4.

Design minimizes adverse impact. The design of the proposed Conditional Zoning (CZ) District use's minimization of adverse effects, including visual impact of the proposed use on adjacent lands; and avoidance of significant adverse impacts on surrounding lands regarding trash, traffic, service delivery, parking and loading, odors, noise, glare, and vibration and not create a nuisance.

Consistent Inconsistent Reason: 5.

Design minimizes environmental impact. The proposed Conditional Zoning District use's minimization of environmental impacts and protection from significant deterioration of water and air resources, wildlife habitat, scenic resources, and other natural resources.

Page 2 Consistent Inconsistent Reason: Planning Board Report to Town Council PLANNING BOARD REPORT TO TOWN COUNCIL Rezoning Case: 22CZ22 Elevate 64 West Planning Board Meeting Date: March 13, 2023 APEX 1873 NORTH AROL OLINA 6.

Impact on public facilities. The proposed Conditional Zoning (CZ) District use's avoidance of having adverse impacts on public facilities and services, including roads, potable water and wastewater facilities, parks, schools, police, fire and EMS facilities.

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ng (CZ) District use's avoidance of having adverse impacts on public facilities and services, including roads, potable water and wastewater facilities, parks, schools, police, fire and EMS facilities.

Consistent ☐ Inconsistent Reason: Health, safety, and welfare. The proposed Conditional Zoning (CZ) District use's effect on the health, safety, or welfare of the residents of the Town or its ETJ.

✓ Consistent Inconsistent Reason: Detrimental to adjacent properties. Whether the proposed Conditional Zoning (CZ) District use is substantially detrimental to adjacent properties.

Consistent Inconsistent Reason: 9.

Not constitute nuisance or hazard. Whether the proposed Conditional Zoning (CZ) District use constitutes a nuisance or hazard due to traffic impact or noise, or because of the number of persons who will be using the Conditional Zoning (CZ) District use.

10.

✓ Page 3 Consistent Inconsistent Reason: Other relevant standards of this Ordinance. Whether the proposed Conditional Zoning (CZ) District use complies with all standards imposed on it by all other applicable provisions of this Ordinance for use, layout, and general development characteristics.

✓ Consistent Inconsistent Reason: Planning Board Report to Town Council PLANNING BOARD REPORT TO TOWN COUNCIL Rezoning Case: 22CZ22 Elevate 64 West Planning Board Meeting Date: March 13, 2023 Planning Board Recommendation: Motion: Approve APEX 1873 NORTH Introduced by Planning Board member: Soh Seconded by Planning Board member: Akers Approval: the project is consistent with all applicable officially adopted plans and the applicable legislative considerations listed above.

✓ Approval with conditions: the project is not consistent with all applicable officially adopted plans and/or

Pages 204–206

cable officially adopted plans and the applicable legislative considerations listed above.

✓ Approval with conditions: the project is not consistent with all applicable officially adopted plans and/or the applicable legislative considerations as noted above, so the following conditions are recommended to be included in the project in order to make it fully consistent: As proposed by the applicant.

Denial: the project is not consistent with all applicable officially adopted plans and/or the applicable legislative considerations as noted above.

Reasons for dissenting votes: See attached.

With 4 Planning Board Member(s) voting "aye" With 3 Planning Board Member(s) voting "no" This report reflects the recommendation of the Planning Board, this the 13th day of March 2023.

Attest: Tina Sherman, Planning Board Vice-Chair Page 4 Amanda Bunce Digitally signed by Amanda Bunce Date: 2023.03.13 18:10:23 -04'00' Amanda Bunce, Current Planning Manager Planning Board Report to Town Council PLANNING BOArd Report to TOWN COUNCIL Dissenting Member Comments Planning Board Member Name: DANIEL KHODAPARAST Meeting Date: 03/13/2023 ☑Rezoning # 220222 Other Reason(s) for dissenting vote: APEX 1873 NORTH OFILE Σ APPROVE 10 THE DESIGN / SCOPE OF THE PROJECT, I Do NOT FEEL THAT A SINGLE ACCESS VOLOME OF UNITS.

ON 64 Will BE ADEQUATE FOR THE THERE IS AROUND FUTURE DEVELOPMENT TOO MUCH UNCERTAINTY CONNECTIOUS.

Page 1 ROLINA Planning Board Report to Town Council - Dissenting Member Comments PLANNING BOARD Report to Town CoUNCIL Dissenting Member Comments Planning Board Member Name: Meeting Date: ✓ Rezoning # March 13 22CZ22 Keith Braswell 32023 Other APEX 1873 NORTH CAROLINA Reason(s) for dissenting vote:

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ember Comments Planning Board Member Name: Meeting Date: ✓ Rezoning # March 13 22CZ22 Keith Braswell 32023 Other APEX 1873 NORTH CAROLINA Reason(s) for dissenting vote: The reason for my dissenting vote is the 1 access for a property with almost 400 units.

This access directly onto Hwy 64 will be clangerous. 400 units with the only access is a major Highway needs another access.

Page 1 Planning Board Report to Town Council - Dissenting Member Comments PLANNING BOArd Report to Town CouncIL Dissenting Member Comments APEX 1873 NORTH .

CAROLINA Planning Board Member Name: Tim Royal Meeting Date: 3/13/2023 Rezoning # 22CZ22 Elevate 64 West Long Range Plan amendment(s)_ ☐ Other Reason(s) for dissenting vote: 392 total residential units with commercial added with only 1 access point. During the Smith Farm and Sweetwater PUD's, a ribbon street was laid out which connected US HWY 64 to Olive Chapel giving well needed connectivity. On this project, we are unsure if the property owners to the south and east will ever sale which could render this project to forever have only 1 access point.

Page 1 Planning Board Report to Town Council - Dissenting Member Comments ocglclefindmkaj/https://www.apexnc.org/DocumentCenter/View/42206/22CZ22-PB-Public-Notice-Combined?bidld= 10 22C722 PB Public Notice Combined a APER CRO TOWN OF APEX POST OFFICE BOX 250 APEX, NORTH CAROLINA 27502 PHONE 919 249 3426 PUBLIC NOTIFICATION OF PUBLIC HEARINGS CONDITIONAL ZONING #22CZ22 Elevate 64 West PUD Pursuant to the provisions of North Carolina General Statutes 5160D-602 and to the Town of Apex Unified Development Ordinance (UDO) Section 2.2.11, notice is hereby given of public hearings before the Planning Board of the Town of Apex. The purpose of

l Statutes 5160D-602 and to the Town of Apex Unified Development Ordinance (UDO) Section 2.2.11, notice is hereby given of public hearings before the Planning Board of the Town of Apex. The purpose of these hearings is to consider the following: Applicant: FA Develop, LLC Authorized Agent: FA Develop, LLC Property Addresses: 3805 & 3809 US Hwy 64 W Acreage: ± 35.15 acres Property Identification Numbers (PINS): 0712842430 & 0712749870 2045 Land Use Map Designation: Mixed Use: High Density Residential/Office Employment/Commercial Services Existing Zoning of Properties: Rural Residential (RR) Proposed Zoning of Properties: Planned Unit Development-Conditional Zoning (PUD-CZ) Public Hearing Location: Apex Town Hall Council Chamber, 2nd Floor 73 Hunter Street, Apex, North Carolina Planning Board Public Hearing Date and Time: March 13, 2023 4:30 PM You may attend the meeting in person or view the meeting through the Town's YouTube livestream at: https://www.youtube.com/c/townofapexgov.

If you are unable to attend, you may provide a written statement by email to [email protected]. or submit it to the clerk of the Planning Board, Jeri Pederson (73 Hunter Street or USPS mail-P.O. Box 250, Apex, NC 27502), at least two business days prior to the Planning Board vote. You must provide your name and address for the record. The written statements will be delivered to the Planning Board prior to their vote. Please include the Public Hearing name in the subject line.

A separate notice of the Town Council public hearing on this project will be mailed and posted in order to comply with State public notice requirements.

Vicinity Map: Triangle Math Academy FARE THE Deer Cress IN S4 Hay W Rezoning #22CZ22

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public hearing on this project will be mailed and posted in order to comply with State public notice requirements.

Vicinity Map: Triangle Math Academy FARE THE Deer Cress IN S4 Hay W Rezoning #22CZ22 Property owners, tenants, and neighborhood associations within 300 feet of the proposed conditional zoning have been sent this notice via first class mail. All interested parties may submit comments with respect to the application by the means specified above.

Published Dates: February 24, 2023-March 13, 2023 Dianne F. Khin, AICP Planning Director 10 Open in desktop app ㅁ Sign in 口 DO DO 1 2 R > Ω G O' 7 40 49 1:23 PM Friday 2/24/2023 36 a 60 民 Open in desktop app XAR Sign in | 22CZ22 PB Public Notice Combined TOWN OF APEX PO BOX 250 APEX, NORTH CAROLINA 27502 TELEFONO 919-249-3426 NOTIFICACIÓN PÚBLICA DE AUDIENCIAS PÚBLICAS ORDENAMIENTO TERRITORIAL CONDICIONAL #22CZ22 Elevate 64 West PUD (Desarrollo de Unidad Planificada) De conformidad con las disposiciones de los Estatutos Generales de Carolina del Norte 51600-602 y con la Sección 2.2.11 de la Ordenanza de Desarrollo Unificado (UDO) del ayuntamiento de Apex, por la presente se notifican las audiencias públicas ante la Junta de Planificación de Apex. El propósito de estas audiencias es considerat la siguiente:

ollo Unificado (UDO) del ayuntamiento de Apex, por la presente se notifican las audiencias públicas ante la Junta de Planificación de Apex. El propósito de estas audiencias es considerat la siguiente: Solicitante: FA Develop, LLC Agente autorizado: FA Develop, LLC Dirección de la propiedades: 3805 y 3809 US Hwy 64 W Superficie: £35.15 acres Números de identificación de la propiedades: 0712842430 y 0712749870 Designación actual en el Mapa de Uso Territorial para 2045: Mixed Use: High Density Residential/Office Employment/Commercial Services Ordenamiento territorial existente de la propiedades: Rural Residential (RR) Ordenamiento territorial propuesto para la propiedades: Planned Unit Development-Conditional Zoning (PUD-CZ) Lugar de la audiencia pública: Ayuntamiento de Apex Cámara del Consejo, 2º pisc 73 Hunter Street, Apex, Carolina del Norte Fecha y hora de la audiencia pública de la Junta de Planificación: 13 de marzo de 2023 4:30 P.M.

Puede asistir a la reunión de manera presencial o seguir la transmisión en directo por YouTube a través del siguiente enlace: https://www.youtube.com/c/townofapexgov.

Si no puede asistir, puede enviar una declaración escrita por correo electrónico a public [email protected], o presentarla a la secretaria de la Junta de Planificación, Jeri Pederson (73 Hunter Street o por correo USPS a P.O. Box 250, Apex, NC 27502), al menos dos días hábiles antes de la votación de la Junta de Planificación. Debe proporcionar su nombre y dirección para que conste en el registro. Las declaraciones escritas se entregarán a la Junta de Planificación antes de la votación. No olvide incluir el nombre de la audiencia pública en el asunto.

De conformidad con los requisitos estatales de notificaciones públicas, se enviará por correo y se publicará por

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antes de la votación. No olvide incluir el nombre de la audiencia pública en el asunto.

De conformidad con los requisitos estatales de notificaciones públicas, se enviará por correo y se publicará por separado una notificación de la audiencia pública del Consejo Municipal sobre este proyecto.

Mapa de las inmediaciones: Triangle Mat and Science Academy Deer Creek 34 W Rezoning #22CZ22 2045 Los propietarios, inquilinos y asociaciones de vecinas en un radio de 300 pies del Ordenamiento Territorial Condicional propuesto han recibido esta notificación por correo postal de primera clase. Todas las partes interesadas pueden presentar comentarios sobre la solicitud a través de los medios especificados anteriormente. La ubicación de la propiedad también puede verse aqui: https://maps.raleighnc.gov/imaps. Puede ver el Mapa de Uso Territorial para aqui: www.apexn.org/DocumentCenter/View/478. Si tiene preguntas o desea obtener más información, puede comunicarse con el Departamento de Planificación al 919-249-3426. Puede ver la solicitud y otros documentos relacionados aqui: https://www.apexnc.org/DocumentCenter/View/41113.

Fechas de publicación: 24 de febrero de 2023-13 de marzo de 2023 Dianne F. Khin, AICP Directora de Planificación 品 Q I 2 2 C > 0 VIG 1:24 PM Friday 2/24/2023 36 NORTH APEX 1873 CAROLINA TOWN OF APEX POST OFFICE BOX 250 APEX, NORTH CAROLINA 27502 PHONE 919-249-3426 PUBLIC NOTIFICATION OF PUBLIC HEARINGS CONDITIONAL ZONING #22CZ22 Elevate 64 West PUD Pursuant to the provisions of North Carolina General Statutes §160D-602 and to the Town of Apex Unified Development Ordinance (UDO) Section 2.2.11, notice is hereby given of public hearings before the Planning Board of the Town of Apex. The purpose of these hearings is to consider the following:

Unified Development Ordinance (UDO) Section 2.2.11, notice is hereby given of public hearings before the Planning Board of the Town of Apex. The purpose of these hearings is to consider the following: Applicant: FA Develop, LLC Authorized Agent: FA Develop, LLC Property Addresses: 3805 & 3809 US Hwy 64 W Acreage: ± 35.15 acres Property Identification Numbers (PINs): 0712842430 & 0712749870 2045 Land Use Map Designation: Mixed Use: High Density Residential/Office Employment/Commercial Services Existing Zoning of Properties: Rural Residential (RR) Proposed Zoning of Properties: Planned Unit Development-Conditional Zoning (PUD-CZ) Public Hearing Location: Apex Town Hall Council Chamber, 2nd Floor 73 Hunter Street, Apex, North Carolina Planning Board Public Hearing Date and Time: March 13, 2023 4:30 PM You may attend the meeting in person or view the meeting through the Town's YouTube livestream at: https://www.youtube.com/c/townofapexgov.

If you are unable to attend, you may provide a written statement by email to [email protected], or submit it to the clerk of the Planning Board, Jeri Pederson (73 Hunter Street or USPS mail - P.O. Box 250, Apex, NC 27502), at least two business days prior to the Planning Board vote. You must provide your name and address for the record. The written statements will be delivered to the Planning Board prior to their vote. Please include the Public Hearing name in the subject line.

A separate notice of the Town Council public hearing on this project will be mailed and posted in order to comply with State public notice requirements.

Vicinity Map: US 64 Hwy W 64 Triangle Math and Science Academy October 2022 Aerial Photog Deer Creek Antler View Dr Hattie Rd Lawson Ln 64 Rezoning #22CZ22

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omply with State public notice requirements.

Vicinity Map: US 64 Hwy W 64 Triangle Math and Science Academy October 2022 Aerial Photog Deer Creek Antler View Dr Hattie Rd Lawson Ln 64 Rezoning #22CZ22 Property owners, tenants, and neighborhood associations within 300 feet of the proposed conditional zoning have been sent this notice via first class mail. All interested parties may submit comments with respect to the application by the means specified above.

Published Dates: February 24, 2023 - March 13, 2023 Dianne F. Khin, AICP Planning Director NORTH APEX 1873 INA ROLI TOWN OF APEX PO BOX 250 APEX, NORTH CAROLINA 27502 TELÉFONO 919-249-3426 NOTIFICACIÓN PÚBLICA DE AUDIENCIAS PÚBLICAS ORDENAMIENTO TERRITORIAL CONDICIONAL #22CZ22 Elevate 64 West PUD (Desarrollo de Unidad Planificada) De conformidad con las disposiciones de los Estatutos Generales de Carolina del Norte §160D-602 y con la Sección 2.2.11 de la Ordenanza de Desarrollo Unificado (UDO) del ayuntamiento de Apex, por la presente se notifican las audiencias públicas ante la Junta de Planificación de Apex. El propósito de estas audiencias es considerar lo siguiente: Solicitante: FA Develop, LLC Agente autorizado: FA Develop, LLC Dirección de la propiedades: 3805 y 3809 US Hwy 64 W Superficie: +35.15 acres Números de identificación de la propiedades: 0712842430 y 0712749870

e: FA Develop, LLC Agente autorizado: FA Develop, LLC Dirección de la propiedades: 3805 y 3809 US Hwy 64 W Superficie: +35.15 acres Números de identificación de la propiedades: 0712842430 y 0712749870 Designación actual en el Mapa de Uso Territorial para 2045: Mixed Use: High Density Residential/Office Employment/Commercial Services Ordenamiento territorial existente de la propiedades: Rural Residential (RR) Ordenamiento territorial propuesto para la propiedades: Planned Unit Development-Conditional Zoning (PUD-CZ) Lugar de la audiencia pública: Ayuntamiento de Apex Cámara del Consejo, 2º piso 73 Hunter Street, Apex, Carolina del Norte Fecha y hora de la audiencia pública de la Junta de Planificación: 13 de marzo de 2023 4:30 P.M.

Puede asistir a la reunión de manera presencial o seguir la transmisión en directo por YouTube a través del siguiente enlace: https://www.youtube.com/c/townofapexgov.

Si no puede asistir, puede enviar una declaración escrita por correo electrónico a [email protected], o presentarla a la secretaría de la Junta de Planificación, Jeri Pederson (73 Hunter Street o por correo USPS a P.O. Box 250, Apex, NC 27502), al menos dos días hábiles antes de la votación de la Junta de Planificación. Debe proporcionar su nombre y dirección para que conste en el registro. Las declaraciones escritas se entregarán a la Junta de Planificación antes de la votación. No olvide incluir el nombre de la audiencia pública en el asunto.

Mapa de las inmediaciones: November 2022 tober 2022 al Photo US 64 Hwy W 64 Triangle Math and Science Academy Antler View Dr

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ficación de la audiencia pública del Consejo Municipal sobre este proyecto.

Mapa de las inmediaciones: November 2022 tober 2022 al Photo US 64 Hwy W 64 Triangle Math and Science Academy Antler View Dr Deer Creek Hattie Rd Lawson Ln 64 Rezoning #22CZ22 1,000 Los propietarios, inquilinos y asociaciones de vecinos en un radio de 300 pies del Ordenamiento Territorial Condicional propuesto han recibido esta notificación por correo postal de primera clase. Todas las partes interesadas pueden presentar comentarios sobre la solicitud a través de los medios especificados anteriormente. La ubicación de la propiedad también puede verse aquí: https://maps.raleighnc.gov/imaps.

Puede ver el Мара de Uso Territorial para 2045 aquí: www.apexnc.org/DocumentCenter/View/478. Si tiene preguntas o desea obtener más información, puede comunicarse con el Departamento de Planificación al 919-249-3426. Puede ver la solicitud y otros documentos relacionados aquí: https://www.apexnc.org/DocumentCenter/View/41113.

Fechas de publicación: 24 de febrero de 2023 - 13 de marzo de 2023 Dianne F. Khin, AICP Directora de Planificación Two Pond Ln Rezoning #22CZ22 64 Chestnut Bluff Run Pinefield Rd Deer Creek Public Hearing Sign Posted By 0 500 1,000 Signature Sun To 10/24/2022 Feet Date 64 Lawson Ln October 2022 May 2022 Aerial Photography Prepared by: Town of Apex Planning Department APEX 1873 NORTH CAROLINA TOWN OF APEX POST OFFICE BOX 250 APEX, NORTH CAROLINA 27502 PHONE 919-249-3426 AFFIDAVIT CERTIFYING Public Notification - Written (Mailed) Notice Project Name: Project Location: Conditional Zoning #22CZ22 Elevate 64 West PUD 3805 & 3809 US Hwy 64 W Applicant or Authorized Agent: FA Develop, LLC Section 2.2.11 Town of Apex Unified Development Ordinance Firm: FA Develop, LLC

Pages 213–214

n: Conditional Zoning #22CZ22 Elevate 64 West PUD 3805 & 3809 US Hwy 64 W Applicant or Authorized Agent: FA Develop, LLC Section 2.2.11 Town of Apex Unified Development Ordinance Firm: FA Develop, LLC This is to certify that I, as the Planning Director, mailed or caused to have mailed by first class postage for the above mentioned project on February 24, 2023, a notice containing the time and place, location, nature and scope of the application, where additional information may be obtained, and the opportunity for interested parties to be heard, to the property owners and tenants within 300' of the land subject to notification. I further certify that I relied on information from the Wake County Tax Assessor and the Town of Apex Master Address Repository provided to me by Town of Apex GIS Staff as to accuracy of the list and accuracy of mailing addresses of property owners and tenants within 300' of the land subject to notification.

2/27/2023 Date Dianne Akchin Planning Director STATE OF NORTH CAROLINA COUNTY OF WAKE LAUREN J SISSON Sworn and subscribed before me, a Notary Public for the above State and County, this the 27+ day of FEBRUARY 202 3 LAUREN J SISSON Notary Public North Carolina Wake County My Commission Expires Oct 3, 2027 Notary Public My Commission Expires: 10/03/2027 22CZ22-TC-Legal-Ad---Combine X + A Not secure apexnc....

☐ Paused Todoist Apps & Sched Maps & Plans UDO Other bookmarks = 22CZ22-...

1 / 2 60% + APEX CAROL TOWN OF APEX POST OFFICE BOX 250 APEX, NORTH CAROUNA 27502 PHONE 919-249-3426 PUBLIC NOTIFICATION OF PUBLIC HEARINGS CONDITIONAL ZONING #22CZ22 Elevate 64 West PUD Pursuant to the provisions of North Carolina General Statutes 51600-602 and to the Town of Apex Unified Development Ordinance

FICATION OF PUBLIC HEARINGS CONDITIONAL ZONING #22CZ22 Elevate 64 West PUD Pursuant to the provisions of North Carolina General Statutes 51600-602 and to the Town of Apex Unified Development Ordinance (UDO) Section 2.2.11, notice is hereby given of public hearings before the Town Council of the Town of Apex. The purpose of these hearings is to consider the following: Applicant: FA Develop, LLC Authorized Agent: FA Develop, LLC Property Addresses: 3805 & 3809 US Hwy 64 W Acreage: ± 35.15 acres Property Identification Numbers (PINs): 0712842430 & 0712749870 2045 Land Use Map Designation: Mixed Use: High Density Residential/Office Employment/Commercial Services Existing Zoning of Properties: Rural Residential (RR) Proposed Zoning of Properties: Planned Unit Development-Conditional Zoning (PUD-CZ) Public Hearing Location: Apex Town Hall Council Chamber, 2nd Floor 73 Hunter Street, Apex, North Carolina Comments received prior to the Planning Board public hearing will not be provided to the Town Council.

Separate comments for the Town Council public hearing must be provided by the deadline specified below.

Town Council Public Hearing Date and Time: March 28, 2023 6:00 PM You may attend the meeting in person or view the meeting through the Town's YouTube livestream at: https://www.youtube.com/c/townofapexgov.

If you are unable to attend, you may provide a written statement by email to public [email protected], or submit it to the Office of the Town Clerk (73 Hunter Street or USPS mail-P.O. Box 250, Apex, NC 27502), at least two business days prior to the Town Council vote. You must provide your name and address for the record. The written statements will be delivered to the Town Council members prior to their vote. Please include the Public Hearing name in the subject line.

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must provide your name and address for the record. The written statements will be delivered to the Town Council members prior to their vote. Please include the Public Hearing name in the subject line.

Vicinity Map: Mange Ma Academy Deer Creek Rezoning #22CZ22 Property owners, tenants, and neighborhood associations within 300 feet of the proposed conditional zoning have been sent this notice via first class mail. All interested parties may submit comments with respect to the application by the means specified above.

In addition to the above map, the location of the property may be viewed online at https://maps.raleighnc.gov/imans. The 2045 Land Use Map may be viewed online at www.aoxnc.org/DocumentCenter/View/478 You may call 919-249-3426, Planning Department, with questions or for further information. To view the petition and related documents on-line: https://www.apexnc.org/DocumentCenter/View/41113 Dianne F. Khin, AICP Planning Director Published Dates: March 3-March 28, 2023 22CZ22-TC-Legal-Ad---Combine X + 00 A Not secure apexnc.... Q✰ Todoist Apps & Sched Maps & Plans 22CZ22-...

2 / 2 60% + APER ☐ X Paused UDO Other bookmarks TOWN OF APEX TO BOX 250 APEX NORTH CAROLINA 27502 TELEFONO 919-243-1426 NOTIFICACIÓN PÚBLICA DE AUDIENCIAS PÚBLICAS ORDENAMIENTO TERRITORIAL CONDICIONAL #22CZ22 Elevate 64 West PUD (Desarrollo de Unidad Planificada) De conformidad con las disposiciones de los Estatutos Generales de Carolina del Norte $1600-602 y con la Sección 2.2.11 de la Ordenanza de Desarrollo Unificado (UDO) del ayuntamiento de Apex, por la presente se notifican las audiencias públicas ante el Consejo Municipal del Ayuntamiento de Apex. El propósito de estas audiencias es considerar lo siguiente: Solicitante: FA Develop, LLC Agente autorizado: FA Develop, LLC

las audiencias públicas ante el Consejo Municipal del Ayuntamiento de Apex. El propósito de estas audiencias es considerar lo siguiente: Solicitante: FA Develop, LLC Agente autorizado: FA Develop, LLC Dirección de la propiedades: 3805 y 3809 US Hwy 64 W Superficie: ±35.15 acres Números de identificación de la propiedades: 0712842430 y 0712749870 Designación actual en el Mapa de Uso Territorial para 2045: Mixed Use: High Density Residential/Office Employment/Commercial Services Ordenamiento territorial existente de la propiedades: Rural Residential (RR) Ordenamiento territorial propuesto para la propiedades: Planned Unit Development-Conditional Zoning (PUD-CZ) Lugar de la audiencia pública: Ayuntamiento de Apex Cámara del Consejo, 2º piso 73 Hunter Street, Apex, Carolina del Norte Los comentarios recibidos antes de la audiencia pública de la Junta de Planificación no se proporcionarán al Consejo Municipal. Los comentarios para la audiencia pública del Consejo Municipal deben presentarse por separado en el plazo especificado a continuación.

Fecha y hora de la audiencia pública del Consejo Municipal: 28 de marzo de 2023 6:00 P.M.

Puede asistir a la reunión de manera presencial a seguir la transmisión en directo por YouTube a través del siguiente enlace: https://www.youtube.com/c/townofapexgov.

Si no puede asistir, puede enviar una declaración escrita por correo electrónico a public [email protected] presentaria a la oficina del Secretaria Municipal (73 Hunter Street o por correo USPS a P.O. Box 250, Apex, NC 27502), al menos dos días hábiles antes de la votación del Consejo Municipal. Debe proporcionar su nombre y dirección para que conste en el registro. Las declaraciones escritas se entregarán al Consejo Municipal antes de la votación. No

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tes de la votación del Consejo Municipal. Debe proporcionar su nombre y dirección para que conste en el registro. Las declaraciones escritas se entregarán al Consejo Municipal antes de la votación. No olvide incluir el nombre de la audiencia pública en el asunto.

Mapa de las inmediaciones: Dear Creek Rezoning #22CZ22 Los propietarios, inquilinos y asociaciones de vecinos en un radio de 300 pies del Ordenamiento Territorial Condicional propuesto han recibido esta notificación por correo postal de primera clase. Todas las partes interesadas pueden presentar comentarios sobre la solicitud a través de los medios especificados anteriormente. La ubicación de la propiedad también puede verse aquí: https://maps.raleighnc.gov/maps. Puede ver el Мара de Uso Territorial para 2045 aqui: www.apexnc.org/DocumentCenter/View/478. Si tiene preguntas o desea obtener más información, puede comunicarse con el Departamento de Planificación al 919-249 3426. Puede ver la solicitud y otros documentos relacionados aquí: https://www.apexnc.org/DocumentCenter/View/41113.

Fechas de publicación: 3 de marzo de 2023-28 de marzo de 2023 Dianne F. Khin, AICP Directora de Planificación EX• APEX 1873 NORTH LINA TOWN OF APEX POST OFFICE BOX 250 APEX, NORTH CAROLINA 27502 PHONE 919-249-3426 PUBLIC NOTIFICATION OF PUBLIC HEARINGS CONDITIONAL ZONING #22CZ22 Elevate 64 West PUD Pursuant to the provisions of North Carolina General Statutes §160D-602 and to the Town of Apex Unified Development Ordinance (UDO) Section 2.2.11, notice is hereby given of public hearings before the Town Council of the Town of Apex. The purpose of these hearings is to consider the following: Applicant: FA Develop, LLC Authorized Agent: FA Develop, LLC Property Addresses: 3805 & 3809 US Hwy 64 W Acreage: ± 35.15 acres

own of Apex. The purpose of these hearings is to consider the following: Applicant: FA Develop, LLC Authorized Agent: FA Develop, LLC Property Addresses: 3805 & 3809 US Hwy 64 W Acreage: ± 35.15 acres Property Identification Numbers (PINs): 0712842430 & 0712749870 2045 Land Use Map Designation: Mixed Use: High Density Residential/Office Employment/Commercial Services Existing Zoning of Properties: Rural Residential (RR) Proposed Zoning of Properties: Planned Unit Development-Conditional Zoning (PUD-CZ) Public Hearing Location: Apex Town Hall Council Chamber, 2nd Floor 73 Hunter Street, Apex, North Carolina Comments received prior to the Planning Board public hearing will not be provided to the Town Council.

Separate comments for the Town Council public hearing must be provided by the deadline specified below.

If you are unable to attend, you may provide a written statement by email to [email protected], or submit it to the Office of the Town Clerk (73 Hunter Street or USPS mail - P.O. Box 250, Apex, NC 27502), at least two business days prior to the Town Council vote. You must provide your name and address for the record. The written statements will be delivered to the Town Council members prior to their vote. Please include the Public Hearing name in the subject line.

Vicinity Map: US 64 Hwy W 64 Triangle Math and Science Academy Antler View Dr ངན་ག Deer Creek Pin Hattie Rd 64 Lawson Ln Rezoning #22CZ22 WA 1,000 Property owners, tenants, and neighborhood associations within 300 feet of the proposed conditional zoning have been sent this

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w Dr ངན་ག Deer Creek Pin Hattie Rd 64 Lawson Ln Rezoning #22CZ22 WA 1,000 Property owners, tenants, and neighborhood associations within 300 feet of the proposed conditional zoning have been sent this notice via first class mail. All interested parties may submit comments with respect to the application by the means specified above.

In addition to the above map, the location of the property may be viewed online at https://maps.raleighnc.gov/imaps. The 2045 Land Use Map may be viewed online at www.apexnc.org/DocumentCenter/View/478. You may call 919-249-3426, Planning Department, with questions or for further information. To view the petition and related documents on-line: https://www.apexnc.org/DocumentCenter/View/41113 Published Dates: March 3 - March 28, 2023 Dianne F. Khin, AICP Planning Director APEX 1873 ROLINA TOWN OF APEX PO BOX 250 APEX, NORTH CAROLINA 27502 TELÉFONO 919-249-3426 NOTIFICACIÓN PÚBLICA DE AUDIENCIAS PÚBLICAS ORDENAMIENTO TERRITORIAL CONDICIONAL #22CZ22 Elevate 64 West PUD (Desarrollo de Unidad Planificada) NORT De conformidad con las disposiciones de los Estatutos Generales de Carolina del Norte §160D-602 y con la Sección 2.2.11 de la Ordenanza de Desarrollo Unificado (UDO) del ayuntamiento de Apex, por la presente se notifican las audiencias públicas ante el Consejo Municipal del Ayuntamiento de Apex. El propósito de estas audiencias es considerar lo siguiente: Solicitante: FA Develop, LLC Agente autorizado: FA Develop, LLC Dirección de la propiedades: 3805 y 3809 US Hwy 64 W Superficie: ±35.15 acres Números de identificación de la propiedades: 0712842430 y 0712749870 Designación actual en el Mapa de Uso Territorial para 2045: Mixed Use: High Density Residential/Office Employment/Commercial Services

meros de identificación de la propiedades: 0712842430 y 0712749870 Designación actual en el Mapa de Uso Territorial para 2045: Mixed Use: High Density Residential/Office Employment/Commercial Services Ordenamiento territorial existente de la propiedades: Rural Residential (RR) Ordenamiento territorial propuesto para la propiedades: Planned Unit Development-Conditional Zoning (PUD-CZ) Lugar de la audiencia pública: Ayuntamiento de Apex Cámara del Consejo, 2º piso 73 Hunter Street, Apex, Carolina del Norte Los comentarios recibidos antes de la audiencia pública de la Junta de Planificación no se proporcionarán al Consejo Municipal. Los comentarios para la audiencia pública del Consejo Municipal deben presentarse por separado en el plazo especificado a continuación.

Fecha y hora de la audiencia pública del Consejo Municipal: 28 de marzo de 2023 6:00 P.M.

Puede asistir a la reunión de manera presencial o seguir la transmisión en directo por YouTube a través del siguiente enlace: https://www.youtube.com/c/townofapexgov.

Si no puede asistir, puede enviar una declaración escrita por correo electrónico a [email protected], o presentarla a la oficina del Secretario Municipal (73 Hunter Street o por correo USPS a P.O. Box 250, Apex, NC 27502), al menos dos días hábiles antes de la votación del Consejo Municipal. Debe proporcionar su nombre y dirección para que conste en el registro. Las declaraciones escritas se entregarán al Consejo Municipal antes de la votación. No olvide incluir el nombre de la audiencia pública en el asunto.

Mapa de las inmediaciones: US 64 Hwy W 64 Triangle Math and Science Academy Deer Creek Antler View Dr Hattie Rd Lawson Ln 64 Rezoning #22CZ22 1,000 Puede Uso Territorial

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udiencia pública en el asunto.

Mapa de las inmediaciones: US 64 Hwy W 64 Triangle Math and Science Academy Deer Creek Antler View Dr Hattie Rd Lawson Ln 64 Rezoning #22CZ22 1,000 Puede Uso Territorial Los propietarios, inquilinos y asociaciones de vecinos en un radio de 300 pies del Ordenamiento Territorial Condicional propuesto han recibido esta notificación por correo postal de primera clase. Todas las partes interesadas pueden presentar comentarios sobre la solicitud a través de los medios especificados anteriormente. La ubicación de la propiedad también puede verse aquí: https://maps.raleighnc.gov/imaps.

el Мара de para 2045 aquí: www.apexnc.org/DocumentCenter/View/478. Si tiene preguntas o desea obtener más información, puede comunicarse con el Departamento de Planificación al 919-249-3426. Puede ver la solicitud y otros documentos relacionados aquí: https://www.apexnc.org/DocumentCenter/View/41113.

ver Fechas de publicación: 3 de marzo de 2023 - 28 de marzo de 2023 Dianne F. Khin, AICP Directora de Planificación APEX ORTH 1873 POLINA Project Name: Project Location: TOWN OF APEX POST OFFICE BOX 250 APEX, NORTH CAROLINA 27502 PHONE 919-249-3426 AFFIDAVIT CERTIFYING Public Notification - Written (Mailed) Notice Section 2.2.11 Town of Apex Unified Development Ordinance Conditional Zoning #22CZ22 Elevate 64 West PUD 3805 & 3809 US Hwy 64 W Applicant or Authorized Agent: FA Develop, LLC FA Develop, LLC Firm: This is to certify that I, as the Planning Director, mailed or caused to have mailed by first class postage for the above mentioned project on March 3, 2023, a notice containing the time and place, location, nature and scope of the application, where additional information may be obtained, and the opportunity for interested parties to be heard,

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ch 3, 2023, a notice containing the time and place, location, nature and scope of the application, where additional information may be obtained, and the opportunity for interested parties to be heard, to the property owners and tenants within 300' of the land subject to notification. I further certify that I relied on information from the Wake County Tax Assessor and the Town of Apex Master Address Repository provided to me by Town of Apex GIS Staff as to accuracy of the list and accuracy of mailing addresses of property owners and tenants within 300' of the land subject to notification.

3-16-23 Date STATE OF NORTH CAROLINA COUNTY OF WAKE for Dianne Khin Planning Director Sworn and subscribed before me, LAUREN I SISSON a Notary Public for the above State and County, this the 16th day of MARCH 202 3 LAUREN J SISSON Notary Public North Carolina Wake County My Commission Expires Oct 3, 2027 Notary Public My Commission Expires: 10/3/2023 WAKE COUNTY PUBLIC SCHOOL SYSTEM Student Assignment 5625 Dillard Drive Cary, NC, 27518 Email: [email protected] November 15, 2022 Dianne Khin, AICP Director, Department of Planning and Community Development Town of Apex [email protected] Dear Dianne, tel: (919) 431-7333 fax: (919) 694-7753 The Wake County Public School System (WCPSS) Office of School Assignment received information about a proposed rezoning/development within the Town of Apex planning area. We are providing this letter to share information about WCPSS's capacity related to the proposal. The following information about the proposed rezoning/development was provided through the Wake County Residential Development Notification database: • Date of application: October 3, 2022 • Name of development: 22CZ22 Elevate 64 West PUD •

osed rezoning/development was provided through the Wake County Residential Development Notification database: • Date of application: October 3, 2022 • Name of development: 22CZ22 Elevate 64 West PUD • Address of rezoning: 3805 & 3809 US Hwy 64 West • Total number of proposed residential units: 392 • Type(s) of residential units proposed: Apartments Based on the information received at the time of application, the Office of School Assignment is providing the following assessment of possible impacts to the Wake County Public School System: Schools at all grade levels within the current assignment area for the proposed rezoning/development are anticipated to have sufficient capacity for future students.

☑ Schools at the following grade levels within the current assignment area for the proposed rezoning/development are anticipated to have insufficient capacity for future students; transportation to schools outside of the current assignment area should be anticipated: ☑ Elementary Middle ☑ High The following mitigation of capacity concerns due to school construction or expansion is anticipated: Not applicable - existing school capacity is anticipated to be sufficient.

School expansion or construction within the next five years is not anticipated to address concerns.

School expansion or construction within the next five years may address concerns at these grade levels: Elementary Middle ☑ High Thank you for sharing this information with the Town of Apex Planning Board and Town Council as they consider the proposed rezoning/development.

Sincerely, Susan Pullium www.wcpss.net