ORD-2023-032 CN-10 STATEMENT OF TOWN COUNCIL AND ORDINANCE AMENDING THE OFFICIAL ZONING DISTRICT MAP OF THE TOWN OF APEX TO CHANGE THE ZONING OF APPROXIMATELY 35.15 ACRES LOCATED AT 3805 & 3809 US HWY 64 WEST FROM RURAL RESIDENTIAL (RR) TO PLANNED UNIT DEVELOPMENTCONDITIONAL ZONING (PUD-CZ) #22CZ22 WHEREAS, FA Develop, LLC, owner/applicant (the "Applicant"), submitted a completed application for a conditional zoning on the 3rd day of October 2022 (the "Application"). The proposed conditional zoning is designated #22CZ22; WHEREAS, the Planning Director for the Town of Apex, Dianne Khin, caused proper notice to be given (by publication and posting) of a public hearing on #22CZ22 before the Planning Board on the 14th day of March 2023; WHEREAS, the Apex Planning Board held a public hearing on the 14th day of March 2023, gathered facts, received public comments and formulated a recommendation regarding the application for conditional zoning #22CZ22. A motion was made by the Apex Planning Board to recommend approval; the motion passed by a vote of 4 to 3 for the application for #22CZ22; WHEREAS, pursuant to N.C.G.S. §160D-601 and Sec. 2.2.11.E of the Unified Development Ordinance, the Planning Director caused proper notice to be given (by publication and posting), of a public hearing on #22CZ22 before the Apex Town Council on the 28th day of March 2023; WHEREAS, the Apex Town Council held a public hearing on the 28th day of March 2023. Amanda Bunce, Current Planning Manager, presented the Planning Board's recommendation at the public hearing; WHEREAS, all persons who desired to present information relevant to the application for #22CZ22 were allowed to present evidence at the public hearing before the Apex Town Council. No one who wanted to speak was turned away;
desired to present information relevant to the application for #22CZ22 were allowed to present evidence at the public hearing before the Apex Town Council. No one who wanted to speak was turned away; WHEREAS, the Apex Town Council finds that the approval of the rezoning is consistent with the 2045 Land Use Plan and other adopted plans in that: The 2045 Land Use Map designates this area as Mixed Use: High Density Residential/Office Employment/Commercial Services. This designation on the 2045 Land Use Map includes the zoning district Planned Unit Development-Conditional Zoning (PUD-CZ) and 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; WHEREAS, the Apex Town Council finds that the approval of the rezoning is reasonable and in the public interest in that: The rezoning 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. The rezoning will encourage compatible development of the property and increase the tax base; and WHEREAS, the Apex Town Council by a vote of 5-0 approved Application #22CZ22 rezoning the subject tract located at 3805 & 3809 US Hwy 64 West from Rural Residential (RR) to Planned Unit DevelopmentConditional Zoning (PUD-CZ).
NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF APEX
tract located at 3805 & 3809 US Hwy 64 West from Rural Residential (RR) to Planned Unit DevelopmentConditional Zoning (PUD-CZ).
NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF APEX Section 1: The lands that are the subject of the Ordinance are those certain lands described in Attachment "A" Legal Description which is incorporated herein by reference, and said lands are hereafter referred to as the "Rezoned Lands."
Section 2: The Town of Apex Unified Development Ordinance, including the Town of Apex North Carolina Official Zoning District Map which is a part of said Ordinance, is hereby amended by changing the Ordinance Amending the Official Zoning District Map #22CZ22 zoning classification of the "Rezoned Lands" from Rural Residential (RR) to Planned Unit DevelopmentConditional Zoning (PUD-CZ) District, subject to the conditions stated herein.
Section 3: The Planning Director is hereby authorized and directed to cause the said Official Zoning District Map for the Town of Apex, North Carolina, to be physically revised and amended to reflect the zoning changes ordained by this Ordinance.
Section 4: The "Rezoned Lands" are subject to the conditions in Attachment "B" Elevate 64 West PUD which are imposed as part of this rezoning.
Section 5: The "Rezoned Lands" shall be perpetually bound to the conditions imposed including the uses authorized, unless subsequently changed or amended as provided for in the Unified Development Ordinance. Site plans for any development to be made pursuant to this amendment to the Official Zoning District Map shall be submitted for site plan approval as provided for in the Unified Development Ordinance.
ATTEST Section 6: This Ordinance shall be in full force and effect from and after its adoption.
Motion by Council Member_
d for site plan approval as provided for in the Unified Development Ordinance.
ATTEST Section 6: This Ordinance shall be in full force and effect from and after its adoption.
Motion by Council Member_ Seconded by Council Member_ Zegerman Gant With 5 Council Member(s) voting "aye."
With This the Town Clerk Council Member(s) voting "no."
11th day of f april alma 2023.
TOWN OF APEX APEX 1873 Mayor APPROVED AS TO FORM: Town Attorney NORTH Page 2 of 2 AROLINA Attachment A: Legal Description Application #: 22CZ22 Elevate 64 West PUD Submittal Date: 10/02/2022 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.
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
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 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 Mabopane Foundation N 02°00'16" E a distance of 444.55' to the point of beginning, having an area of 35.15 acres, more or less.
Page 12 of 18 Planned Unit Development - Conditional Zoning Application Last Updated: August 30, 2019 Attachment B: ELEVATE 64 WEST Planned Unit Development Apex, North Carolina November 4, 2022 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...........
.3 PROJECT DATA ......
.4 PURPOSE STATEMENT PERMITTED USES DESIGN CONTROLS .....
ARCHITECTURAL STANDARDS.
.5 .5 8 .9 PARKING AND LOADING ....
15 SIGNAGE......
15 NATURAL RESOURCES AND ENVIRONMENTAL DATA.........
.15 STORMWATER MANAGEMENT 17 PARKS AND RECREATION........
17 PUBLIC FACILITIES.........
18
DS.
.5 .5 8 .9 PARKING AND LOADING ....
15 SIGNAGE......
15 NATURAL RESOURCES AND ENVIRONMENTAL DATA.........
.15 STORMWATER MANAGEMENT 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 64 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: Property Identification Number: Total Acreage: Area Designated as Mixed Use on 2045 LUM: Area Proposed as Non-Residential: Mixed Use: Office Employment/Commercial Services/High Density Residential 3805 & 3809 US Hwy 64 West Apex, NC 0712749870 & 071282430 +/- 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
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
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
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 ELEVATE 64 WEST RESIDENTIAL MULTI-FAMILY APARTMENT OR CONDOMINIUMS Approximately 24.585 acres Acreage: 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.
İ.
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
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 PHYSICAL ACCESSIBILITY The project shall comply with all applicable accessibility regulations and guidelines issued by the Department of Housing and Urban Development (HUD), the American National Standards Institute (ANSI), and the International Code Council (ICC) including providing braille and approximately 15-20 (final count to be determined at Site Plan) Type A units (the "Accessible Units") which provide reduced counter heights, door swing limitations, grab bar installation, and bathroom lavatory convertibility. Additionally, the Accessible Units shall include flashing strobe devices to aid in emergency notification for hearing impaired residents.
NON-RESIDENTIAL REQUIREMENTS 1. The predominant exterior building materials shall be high quality materials, including: Brick masonry 1.
2.
Decorative concrete block (either integrally colored or textured) Stone accents 3.
4.
NTS 1. The predominant exterior building materials shall be high quality materials, including: Brick masonry 1.
2.
Decorative concrete block (either integrally colored or textured) Stone accents 3.
4.
Aluminum storefronts with anodized or pre-finished colors.
5.
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.
10 ELEVATE 64 WEST 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 materials shall be allowed by staff as long as they are determined by the Planning Director to be substantially similar.
REPRESENTATIVE RESIDENTIAL BUILDING ELEVATIONS 11 ELEVATE 64 WEST REPRESENTATIVE NON-RESIDENTIAL BUILDING ELEVATIONS Aspen Dental FREE 12 13 13 ELEVATE 64 WEST ELEVATE 64 WEST AT&T AT&T INNAS 2001 14 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
quirements 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 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.
2.
3.
4.
5.
6.
7.
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
djacent 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 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
-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.
a. 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.
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.
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.
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
riparian buffer.
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 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:
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 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 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
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 о 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.
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
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 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 JOB NAD83(2011) NC GRID NAD 3011) NC STATE PLANE CRED COORDINATES ON FIELD LOCATED IRON PIPE N: 724530.91 E: 2017627.75 ELEV: 200.63 LEGEND NAD83(2011) NC STATE PLANE GRID COORDINATES ON FIELD LOCATED IRON PIPE N: 72485851 E: 2010045.84 ELEV: 29063 U.S. HWY 64 WATERLINE 200 PUBLIC R/W MARKER TOP CL GRATE INLETELEV: 311.75 INV IN (RAST): 30.3 INVIN (NORTH: 305.50 INV OUT: 305.25 MAILBOX E WATER WATER RIP RAP MANHOLE TARUHOUND 43241GRID INVELEV: 301.40 TEST HOLE 18 POPLARO 15 FINE ex LIMITS OF TREE SURVEY
ELEV: 311.75 INV IN (RAST): 30.3 INVIN (NORTH: 305.50 INV OUT: 305.25 MAILBOX E WATER WATER RIP RAP MANHOLE TARUHOUND 43241GRID INVELEV: 301.40 TEST HOLE 18 POPLARO 15 FINE ex LIMITS OF TREE SURVEY PIN: 0712742710 20° PINE MABOPANE FOUNDATION D.B.17603 PO. 551 PROVIDED BY OTHERS n 18 POPLAR 21PINE 24 POPLAR 30 POPLAR 26 POPLAR 18 POPLAR NO71634 W 132.53(TE) POPLA PIN 0712710870 SAK D.A.1987 PG. 493 7.002 ACRES LOUVENIA ANN S. GOODWIN 1/2 FIP ST40 W 149.00 30 PINE 2STORY HOUSE COVERED DECK 4 BH3 TANK HOUSE WATER ELEV: 300,00 09-22-2022 8PVC RIGER TOP ELEV 300.73 PVC THROAT OF VERTICAL 18 GUM OUTLET PIPE SEPTIC TOP ELEV: 291,83 PROPANE TANK 24 PINE WATER MANHOLE VENT24 RCP INVELEV: 30 24" PVC INVELEV: 301.25 LIMITS OF TREE SURVEY PROVIDED BY OTHERS TOP CL GRATE INLET CLEV. 310.20 INVIN (SOUTH): 300 66 INVIN (NORTH) 306.00 INV OUT: 30.40° 36° HCP INV ELEV: 305.0 CARY CP TEST HOLE INV ELEV 301.27 TOP CL GRATE INLET ELEV310.35 INV OUT 307.13 TWIN GUM LIMITS OF TREE SURVEY PROVIDED BY OTHERS 24 OAK WETLAND AREA 18 MAPLE MAPLE 26 GUM 28 OAK 22 POPLAR20- MAPLE O HOUSE 24° 24 TWIN GUM PROPANE 18 GUM TANK 18 POPLAR WETLAND AREA W3 20 CUM10 PINEWLF OOANT START -24 TWIN GUM WETLAND AREA 1 GUM 5 08 MAPLE 24OAKUMITS OF TREE SURVEY PROVIDED BY OTHERS N4 SOMENT STOP REPINE/ 'FIP 24° OAKPOPLAR 82501 W 606.50 18 PINE POPLAR SHED OAK APP 0SHED LIMITS OF TRY TREE SURVEY PROVIDED BY OTHERS PIN: 07127365091 DEER CREEK OWNERS 1 AR20 POPLAR WETLAND AREA W2 2 MAPLE 10 GUM 302PER START 24 POPLAR INVEL 200 P22 OAK PIN: 0712842430 20 POPLAR LOUVENIA ANN B. GOODWIN.
10 MAPLE C 18 OAKASSOCIATION 18 PINE P az 20 CUM • MAPLE POPLAR LIMITS OF TREE SURVEY CMP INV ELEV: 287.0 O POPLAR MAPLE H NO NUMBER 27 MAPLE 28,13 ACRES BH 15 00
10 MAPLE C 18 OAKASSOCIATION 18 PINE P az 20 CUM • MAPLE POPLAR LIMITS OF TREE SURVEY CMP INV ELEV: 287.0 O POPLAR MAPLE H NO NUMBER 27 MAPLE 28,13 ACRES BH 15 00 LIMITS OF TREE SURVEY PROVIDED BY OTHERS ......
22 GUM ASMAPLE1 DOPLAN 30MAPLE 24 MAPLE 18 MAPLE O 18 POPLAR 18 BURCH 00 18 TWIN BURCH MAPLE OF-25 MAPLE MAPLE 120 POPLAR 24° SYCAMORE MAPLE O 20 MAPLE ■ RIP RAP WETLANDS AREA -WATER -DIRT ROAD -WALL -SOLID ROAD STRIPE - PAVEMENT - GRAVEL - CONCRETE ■ DECK -BRICK - PROPERTY LINE ADJOINING PROPERTY LINE -5' MAJOR CONTOUR LINE -1'MINOR CONTOUR LINE -LIMITS OF TOPOGRAPHIC SURVEY -RIGHT-OF-WAY LINE -EDGE OF GRAVEL ■ OVERHEAD ELECTRIC -TREE LINE -FENCE -STORM ■DASHED ROAD STRIPE DASHED ROAD SRTIPE RCP PVC DIRT ROAD ■LIMITS OF TREE SURVEY PROVIDED BY OTHERS 回 B.M ■ POWER POLE AND GUY -LIGHT POLE -POWER METER - ELECTRIC BOX AIR CONDITIONER UNIT -VENT PIPE WATER MANHOLE -GRATE INLET BORE HOLE -WATERLINE MARKER - MAILBOX -SIGN -TURN LANE ARROW пр FOUND IRON PIPE OFR OSIR -DEED BOOK FOUND IRON REBAR SET IRON REDAR -REINFORCED CONCRETE PIPE POLYVINYL CHLORIDE BOOK OF MAPS =PAGE SCALE 1-100 OAK 18 POPLAR OAK POPLAR LIMITS OF TREE SURVEY PROVIDED BY OTHERS POPLAR MAPLE F18 POPLAR WETLAND AREA W1 PROVIDED BY OTHERS LIMITS OF TREE SURVEY PROVIDED BY OTHERS N89-6728 W 10020TOTAL) PIN: 0712834236 SEAGROVES FAMILY, LLC D.B.14213 PO. 2023 SH NO NUMBER 12 RCP INV ELEV: 329.70 30 PINEPIN: 07120325 CLARA'S LEGACY, LLC PIN: 0712540456 GAYLENE W. GOODWIN 0.8.12 PG. 3270 PROPANE TANK PINE -0°OAK SITE OLIVE CHAPEL RD VICINITY MAP SITE DATA: 3800 US HWY 64 W LOUVENIA ANN S. GOODWIN PIN #0712719370 AREA: 70 ACRES 3005 US 64 HWY W LOUVENIA ANN B. GOODWIN PIN 0712842430
VE CHAPEL RD VICINITY MAP SITE DATA: 3800 US HWY 64 W LOUVENIA ANN S. GOODWIN PIN #0712719370 AREA: 70 ACRES 3005 US 64 HWY W LOUVENIA ANN B. GOODWIN PIN 0712842430 1" 2000' AREA: 28,13 ACRES TOTAL AREA: 35.16 ACRES ZONING: EXISTING ZONING: RR (RURAL RESIDENTIAL) 8518 Triad Drive, Colfax NC 27235 www.feiconsulting.com 27235 (336) 852-9797 License No. C-0950 Civil Engineers and Land Su _ 3809 US HWY 64 W EXISTING CONDITIONS US 64 HVVY FEI EATURE DEVELOPMENT GROUP, LL 530 GNC 27401 12" RCP EASEMENT INV FLEV 330.07 PIN: 0712032588 CLARA'S LEGACY, LLC D.D.18483 PO, 1200 LAWSON LANE 12 SOIL ROAD GENERAL NOTES ARCA DETERMINED UTILIZING COMPUTER SOFTWARE.
DISTANCES ARE GROUND DISTANCES (US FEET) UNLESS OTHERWISE SHOWN, NO SURSURFACE INVESTIGATION PERFORMED BY FLEMING ENGINEERING, INC.
UTILITY LOCATION WORK SHOWN HEREON WAS DERIVED BY ABOVE GROUND DE SURVEY.
INDICATORS ONLY, UNDERGROUND UTILITIES SHOWN WERE FOUND MARKED AT THE THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS OR RIGHTS OF WAY RECORDED PRIOR TO THE DATE OF THIS MAP WHICH WERE NOT VISIBLE LE 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: NAVDMOCOID 18 THERE IS NO VISIBLE EVING ADDITIONS OBSERVED IN THE PROCESS OF FRECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING CONDUCTING THE FIELDWORK THIS PROPERTY IS LOCATED WITHIN ZONE AREA AS INDICATED ON THE FLOOD INSURANCE HATE MAPS, (FIRM) MAP NUMBERS 3720071200L, EFFECTIVE DATE JULY 1th, 2022.
NSTRUCTION, OR BUILDING CONDUCTING THE FIELDWORK THIS PROPERTY IS LOCATED WITHIN ZONE AREA AS INDICATED ON THE FLOOD INSURANCE HATE MAPS, (FIRM) MAP NUMBERS 3720071200L, EFFECTIVE DATE JULY 1th, 2022.
THE WETLANDS FLAGS FOUND WERE OFTEN NOT SEQUENTIAL OR MESSINO NUMBERS LIMITS OF TREE SURVEY WAS PROVIDED BY OTHERS PURPOSE OF TREE SURVEY WAS TO LOCATE 10 DIAMETER AND LARGER TREES NO NOS MONUMENTS WERE RECOVERED WITHIN 2000 OF THE PROPERTY, L TOMMY W. WRIGHT CERTIFY THAT THE CONTROL FOR THIS SURVEY IS FROM AN ACTUAL GPS (OR ONSS) SURVEY MADE UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY CLASS OF SURVEY: CLASS A POSITIONAL ACCURACY: 0.05 TYPE OF OPS FIELD PROCEDURE: STATIC DATES OF SURVEY: 07-09-22 THROUGH 09-21-2022 AND 11-21-2022 DATUM EPOCH: NAD8312011YEPOCH (2010) PUBLISHED/FIXED-CONTROL USE: DR4334 NCLL NCLL ULLINGTON CORS ARP, DL3801 NCL JORDAN LAKE CORS ARP, DO037 DURH DURHAM COOP CORS ARP CEOID MODEL: 2018 MEAN COMBINED GRID FACTOR 0.99986821GROUND TO GRID) UNITS: US SURVEY FEET HORIZONTAL POSIONS ARE REFERENCED TO NADSINSRS (2011) VERTICAL POSITIONS ARE REFERENCED TO NAVDER USING (COD) SURVEYORS CERTIFICATION ITOMMY W, WRIGHT CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERMGION 150M, PACE 1101; THAT THE BOUNDARIES NOT D IN BOC DEED DESCRIPTION ARE INDICATED AS DRAWN FROM INFORMATION IN BOOK, PAGE AS SHOWN THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY 13 1:29.04.7 (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 29 DAY OF NOVEMBER, 2022 REVISION NOTE STATENORTH CAROL COUNTY WA DRAWN BY: JDB/STW CHECKED BY: TWW DATE: 11-29-2022 PROJECT NO.: 19008.004 REF. NO.:SCALE: 1 100 NORTH CAROML
21 NCAC 56. 1600.)
THIS 29 DAY OF NOVEMBER, 2022 REVISION NOTE STATENORTH CAROL COUNTY WA DRAWN BY: JDB/STW CHECKED BY: TWW DATE: 11-29-2022 PROJECT NO.: 19008.004 REF. NO.:SCALE: 1 100 NORTH CAROML CAROLINA SEA TOMAN WRIGHT W.
SHEET 1 OF 1 APIN 0712742710 MAROPANE FOUNDATION A1700 PG, 561 ONED B1-CZ PROPOSED WATER EXTENSION FROM !
DEER CREEK SUBDIVISION VIA NEW 1 OWNER ACQUIRED TOA/PUBLIC EASEMENT/ DROPSEED DR-CHESTNUT BLUFF RUN PIN: 07559 DEN CREEK OWNERS SSOCIATION 2ND PUD-CZ RETAIL OFFICE APPROXIMATE GREENWAY TRAIL XTYP:) US HWY 64 RIGHTIN RIGHT OUT 100 TYPE A BUFFER RETAIL OFFICE EXISTING POND TO REMAIN PUBLIC 60' R MAJOR COLLECTOR STREAM 100 RIPARIAN BUFFER BUFFER BMP & OPEN SPACE MULTI-FAMILY/HIGH DENSITY RESIDENTIAL RIP BUFFER ELEVATE 64 WEST PD PLAN EXHIBIT APEX, NORTH CAROLINA February 24, 2022 PIN: 071295264 CLARAS LEGACY, U CYLLC 0.16483 Pa, 1289 +392 UNITS PROPOSED MULTI-FAMILY UNITS = RETAIL/OFFICE MIN. AREA 10.548 ACRES WATERSHED: JORDAN LAKE/PRIMARY WATERSHED PROTECTION OVERLAY LEGEND APPROXIMATE RCA AREA APPROXIMATE GREENWAY TRAIL EXTENSION FROM EXISTING DEER CREEK SUBDIVISION PIN: 071204045 GAYLENE W, GOODWIN ZONEDI MULTI-FAMILY/HIGH DENSITY RESIDENTIAL 10 TYPE A BUFFER PIN: 0712832568 CLARA'S LEGACY, LLC CLB.18483 PG. 1280 ZONED AR 20' TYPE B BUFFER EXCEPT WHERE LAWSON LANE ENCROACHES. 10TYPE B BUFFER WHERE LAWSON LANE ENCROACHES 50 TYPE A BUFFER 30 TYPE "B" BUFFER LOCAL CONNECTOR PROPOSED SANITARY SEWER EXTENSION WITHIN EXISTING TOA SANITARY SEWER EASEMENT BM 2019 PG 122-12 PIN: 0712834236 SEAGROVES R ALY, LLC DB14213 PO. 2 ZONED-RR PUBLIC 50-RAW STORMWATER MANAGEMENT DEVICE/OPEN SPACE APPROXIMATE MULTI-FAMILY (HIGH DENSITY RESIDENTIAL) AREA APPROXIMATE RETAIL/OFFICE AREA
IN: 0712834236 SEAGROVES R ALY, LLC DB14213 PO. 2 ZONED-RR 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) 31 4) PLAN SHEET IS INTENDED FOR ILLUSTRATIVE USE ONLY AND IS SUBJECT TO CHANGE.
PER 2.3.4(FX1)(FX(1) 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 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.
SITE MUST MEET CURRENT TOWN WATER SYSTEM MASTER PLAN. MUST COORDINATE WITH PROJECT NEXT DOOR AND VERIFY WATER MAIN CONNECTIONS ADJACENT TO US 64.
NORTH 100 100 200 SCALE: 1 100' 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 DRE Rehab ENGINEERING, P.C.
401 East Fourth Street, Suite 201 Winston Salem. North Carolina 271014171 www.rehab-eng.com office 336714.8935 fax 336 722.9372 NOT USED ELEVATION MATERIAL KEY (CONTINUED): 17 6-0 x 6-8 WOOD FRAME FULL LITE CLASS JULIET BALCONY DOOR W/ 12" TRANSOM
. North Carolina 271014171 www.rehab-eng.com office 336714.8935 fax 336 722.9372 NOT USED ELEVATION MATERIAL KEY (CONTINUED): 17 6-0 x 6-8 WOOD FRAME FULL LITE CLASS JULIET BALCONY DOOR W/ 12" TRANSOM “2”BRICK MOLD BOARD JAMBS & HEAD SLOPED BRICK VENEER ROWLOCK SILL, SOLDIER COURSE HEAD 18) 6-0 x 6-8 WOOD FRAME FULL LITE CLASS JULIET BALCONY DOOR W/ 12" TRANSOM ·5/4 5.5°FIBER CEMENT BOARD SILL, JAMBS, & HEAD PRE-FINISHED 42" ALUMINUM CUARDRAIL PRE-FINISHED 42" ALUMINUM JULIET BALCONY GUARDRAIL CIRCULATION RAINSCREEN: COMPOSITE DECKING SLATS ON METAL FRAME (SEE STRUCTURAL) ONE-LICHT OUTDOOR CYLINDER ACCENT LIGHT TWO-LICHT OUTDOOR CYLINDER ACCENT LICHT HVAC WALL PLENUM W/ ARCHITECTURAL LOUVER & SLOPED BRICK VENEER ROWLOCK SILL BRICK VENEER JAMBS, SOLDIER COURSE HEAD ONLY REQUIRED ON WALLS ADJACENT TO SUNOOM WITH MECHANICAL UNIT FACING* (26) HVAC WALL PLENUM W/ ARCHITECTURAL LOUVER & 5/4 2.5" FIBER CEMENT TRIM ONLY REQUIRED ON WALLS ADJACENT TO SUNOOM WITH MECHANICAL UNIT FACING 27 30"x30" HARDIE BOARD ACCENT MEDALLION W/ 5/4 3.5" FIBER CEMENT BOARD TRIM & 4/4 2°FIBER CEMENT BOARD BATTENS 〈28 ALUMINUM FRAME SUNSHADE AWNINGS WITH 8:12 PITCH STANDING SEAM METAL ROOF TO MATCH CIRCULATION ENTRY ROOFS (DESIGN BY OTHERS) ELEVATION MATERIAL KEY (CONTINUED): 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 4-0 x 6-0 VINYL FRAME SINGLE HUNG WINDOW 5/4 5.5" FIBER CEMENT BOARD SILL JAMBS, & HEAD
OPED BRICK VENEER ROWLOCK SILL BRICK VENEER JAMBS, SOLDIER COURSE HEAD 4-0 x 6-0 VINYL FRAME SINGLE HUNG WINDOW 5/4 5.5" FIBER CEMENT BOARD SILL JAMBS, & HEAD 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 CLASS PORCH DOOR W/ 12" TRANSOM “2”BRICK MOLD BOARD JAMBS & HEAD ELEVATION MATERIAL KEY: 8 89899 25 YEAR ARCHITECTURAL SHINGLES OVER FIS ROOFING FELT METAL ROOF OVER F1S ROOFING FELT METAL DOME ATTIC VENT-SEE BUILDING ROOF PLAN PRE-FINISHED 5K ALUMINUM SEAMLESS CUTTER OVER ALUMINUM TRIM COIL FASCIA PRE-FINISHED 4"x3" ALUMINUM DOWNSPOUT - CONNECT TO UNDERGROUND STORMWATER SYSTEM (SEE CIVIL DRAWINGS) B.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) <07 FIBER CEMENT PANELS ·5/4 5.5°FIBER CEMENT BOARD: FRIEZE BOARD & CLADDING TRANSITIONS ·4/4 3.5°FIBER CMENT 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 SILLE CLADDING TRANSITIONS & PORCH OPENING SILLS SOLDIER COURSE: PORCH OPENING HEAD © 固 回 He 固 王 H® PARKING LOT ELEVATION 1/8 1 2 HO STREET ELEVATION 1/0 1 固 H H NORTH CAROLINA 45543 3/10/22 OREXLER.
RINGS PONAT VÀ PHẠM WA.
FIRM NO. C2825 01 2022-03-10 Construction Documents ELEVATIONS - PARKING LOT & STREET PROJECT NUMDCA: 20-15 DRAWN DY: JAD SHEET: BLDG56-1 B3.1 NOT USED
A 45543 3/10/22 OREXLER.
RINGS PONAT VÀ PHẠM WA.
FIRM NO. C2825 01 2022-03-10 Construction Documents ELEVATIONS - PARKING LOT & STREET PROJECT NUMDCA: 20-15 DRAWN DY: JAD SHEET: BLDG56-1 B3.1 NOT USED ELEVATION MATERIAL KEY (CONTINUED): 17 6-0 x 6-8 WOOD FRAME FULL LITE CLASS JULIET BALCONY DOOR W/ 12" TRANSOM .2" BRICK MOLD BOARD JAMBS & HEAD SLOPED BRICK VENEER ROWLOCK SILL, SOLDIER COURSE HEAD 6-0 x 6-8 WOOD FRAME FULL UTE CLASS JULIET BALCONY DOOR W/ 12" TRANSOM 5/4 5.5" FIBER CEMENT BOARD SILL, JAMBS, & HEAD PRE-FINISHED 42" ALUMINUM CUARDRAIL PRE-FINISHED 42" ALUMINUM JULIET BALCONY GUARDRAIL CIRCULATION RAINSCREEN: COMPOSITE DECKING SLATS ON METAL FRAME (SEE STRUCTURAL) ONE-LICHT OUTDOOR CYLINDER ACCENT LIGHT TWO-LIGHT OUTDOOR CYLINDER ACCENT LICHT HVAC WALL PLENUM W/ ARCHITECTURAL LOUVER & SLOPED BRICK VENEER ROWLOCK SILL BRICK VENEER JAMBS, SOLDIER COURSE HEAD *ONLY REQUIRED ON WALLS ADJACENT TO SUNOOM WITH MECHANICAL UNIT FACING 26 HVAC WALL PLENUM W/ ARCHITECTURAL LOUVER & 5/4 2.5" FIBER CEMENT TRIM "ONLY REQUIRED ON WALLS ADJACENT TO SUNOOM WITH MECHANICAL UNIT FACING (27) 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 B: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 SINCLE HUNC WINDOW SLOPED BRICK VENEER ROWLOCK SILL BRICK VENEER JAMBS, SOLDIER COURSE HEAD
AME SINGLE HUNG WINDOW 5/4 5.5" FIBER CEMENT BOARD CENTER MULLION, SILL, JAMBS, & HEAD 4-0 x 6-0 VINYL FRAME SINCLE HUNC WINDOW SLOPED BRICK VENEER ROWLOCK SILL BRICK VENEER JAMBS, SOLDIER COURSE HEAD 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 CLASS PORCH DOOR W/ 12" TRANSOM 2 BRICK MOLD BOARD JAMBS & HEAD ELEVATION MATERIAL KEY: 01 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 CUTTER 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) 07 FIBER CEMENT PANELS 6 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 NOT USED NOT USED PORCH/SUNROOM EXTERIOR SIDE WALL (3 STORY BRICK MAIN BLOG FACE PORCH/SUNROOM EXTERIOR SIDE WALL 2 STORY BRICK MAIN BLOG FACE PORCH/SUNROOM EXTERIOR SIDE WALL (WINDOW SILL MAIN E BLOG FACE BRICK 包 © 2 1 ---
/SUNROOM EXTERIOR SIDE WALL (3 STORY BRICK MAIN BLOG FACE PORCH/SUNROOM EXTERIOR SIDE WALL 2 STORY BRICK MAIN BLOG FACE PORCH/SUNROOM EXTERIOR SIDE WALL (WINDOW SILL MAIN E BLOG FACE BRICK 包 © 2 1 --HOW TYP EACH STOC OF BUILDING OMIT 2-0 x 2-0 WINDOW AND LOCATE ELECTRICAL METER CONTER G.C. TO COORDINATE WITH ELECTRICAL CONTRACTOR SIDE ELEVATION (BOTH SIDES SIMILAR) 1/8"-1' PORCH DOOR WALL CALL UNIT SIMILAR) MOLD (TYP) 4/4 5.3 FC COMENT BOARD HEAD TRIM (TYP) FIBER COMENT CDMONT PANELS (T 1-σ PORCH OPENING WALL CALL UNIT SIMILAR) FRAMED PORCH OPDING DIMDGSONS ARCHED ROCK COMENT PANEL W/1 DRP DOC (TY) PORCH SIDE WALL CALL UNIT SIMILAR) (BOTH SIDES SIMILAR) 4/4 5.5 PER COMENT BOARD JAMB TRIM DITOIDED * -HVAC WALL PLENUM W/ ARCHITECTURAL LOUVER (TYP PORCH UNIT (ONE SIDE ONLY) 1-σ 4/4 3.5" FOR CEMENT BOARD HEAD TRIM (TYP) BOARD HEAD TRIM (TYP) PANELS (TYP) FOR CONDIT PANELS (TYP) 1-0 PORCH & SUNROOM SIDE ELEVATIONS 1/8"-1' 4/4 33 nor cEMDIT BOARD INDE CORNER TM (TYP) Version: Date: 01 2022-03-10 Construction Documents PROJECT NUMBER: 20-15 DRAWN BY: JAD SHEET: BLDG56-1 B3.2 RE Rehab ENGINEERING, P.C.
401 East Fourth Street, Suite 201 Winston Salem, North Carolina 271014171 www.rehab-eng.com office 336 714.8935 fax 336 722.9872 45543 3h0/22 JONATHAN ARNERS A.
DREXLER FIRM NO. C-2025 ELEVATIONS SIDE & PORCH & SUNROOM SIDES