1.01
Conformance with Aubrey’s Policies and Regulations.
The construction, arrangement, character, extent, width, grade and location of all Streets shall conform to the City of Aubrey’s Comprehensive Plan and Design Standards, and shall be considered in their relation to the following, whether the Streets are within the City of Aubrey, within its ETJ area:
(1)
Existing and planned Streets or driveways,
(2)
Topographical conditions (the Street layout shall, to the greatest extent possible, be sited and aligned along natural contour lines, and shall minimize the amount of cut and fill on slopes in order to minimize the amount of land area that is disturbed during construction),
(3)
Public safety, and
(4)
Their appropriate relation to the proposed uses of the land to be served by such Streets.
1.02
Residual Strips.
Reserve or residual strips of land controlling access to or egress from other property, or to or from any Street or Alley, or having the effect of restricting or damaging the adjoining property for Subdivision purposes, or which will not be taxable or accessible for improvements shall not be permitted in any Subdivision unless such are required by the City in the public interest (such as to enhance public safety or other public interest). All Streets shall be constructed in accordance with these Subdivision Regulations and with the City’s Design Standards.
1.03
Adequacy of Streets and Thoroughfares.
(a)
Responsibility for Adequacy of Streets and Thoroughfares.
The Property Owner shall ensure that the Subdivision is served by adequate Streets and Thoroughfares, and shall be responsible for the costs of Rights-of-Way and Street Improvements, in accordance with the following policies and standards, and subject to the City’s cost participation policies on oversized facilities.
(b)
General Policy.
Every Subdivision shall be served by improved Streets and Thoroughfares adequate to accommodate the vehicular traffic to be generated by the development. Proposed Streets shall provide a safe, convenient and functional system for traffic circulation; shall be properly related to the City’s Thoroughfare Plan, other portions of the Comprehensive Plan and any amendments thereto, and any Street classification system.
(c)
Street Network.
New Subdivisions shall be supported by a Street network having adequate capacity, ingress/egress, and safe and efficient traffic circulation.
(d)
Approach Streets and Access.
All Subdivisions must have at least two points of vehicular access, and must be connected via improved Streets (Streets that meet the City Standards) to the City’s improved Thoroughfare and Street system by one or more Approach Streets of such dimensions and improved to such standards as required herein. All residential Subdivisions shall provide no less than one entrance for each 50 lots including stubs for future development and in no case shall have more than 150 lots for each connection to an existing Street.
(1)
Required Improvements.
Requirements for dedication of Right-of-Way and improvement of Approach Streets shall comply with Article 3, Section 2 of these Subdivision Regulations.
(2)
Points of Access Defined.
“Two points of vehicular access” shall be construed to mean that the Subdivision has at least two improved Street entrances accessing the Subdivision from the City’s improved Thoroughfare system.
(i)
For nonresidential Subdivisions, cross access provided through an existing or future adjacent Lot may count as one entrance if approved by the Planning Director.
(ii)
The Planning and Zoning Commission and the City Council may, at their discretion and upon a finding that such will not compromise public safety or impede emergency access, accept a single, median-divided entrance from the City’s improved Thoroughfare system provided that the median extends into the Subdivision for an unbroken length of at least 100 feet to an intersecting internal Street which provides at least two routes to the interior of the Subdivision. For example, the entrance Street is not a dead-end or Cul-De-Sac, and it does not create a “bottleneck” allowing only one emergency route into the interior of the Subdivision. Residential Lots may not front onto any median-divided arterials, and residential driveways may not be located in front of a median.
(3)
Street Openings to Adjoining Properties.
Subdivision design shall provide for a reasonable number and reasonable locations of Street openings to adjoining properties. Such an opening shall occur at least every 1,000 feet or in alignment with abutting Subdivision Streets along each boundary of the Subdivision.
(4)
Adequate Emergency Access.
The Subdivision shall be designed to provide adequate emergency access for public safety vehicles. Each residential Lot in the Subdivision shall have a minimum frontage (measured at the edge of the pavement) of at least 40 feet on a dedicated public Street or approved private access, unless other provisions have been authorized through a Planned Development district. Each non-residential Lot shall have a minimum frontage on a dedicated public Street or approved private access of at least 50 feet, unless other provisions have been authorized through a Planned Development district.
(e)
Off-Site and Adjacent Improvements Based on Traffic Impact Analysis (TIA).
(1)
If in the opinion of the City Engineer or Planning Director, sufficient vehicular access and Street capacity approaching and adjacent to the Subdivision is not available to serve the proposed Subdivision, the City may require the Developer provide a Traffic Impact Analysis of the proposed development. Such TIA when required shall be submitted to the City as part of the Preliminary Plat Application.
(2)
Where a Traffic Impact Analysis demonstrates the need for Off-Site Facilities or improvements to existing adjacent facilities, the developer shall make such improvements to adjacent Streets, off-site collector and Arterial Streets and intersections as are necessary to mitigate traffic impacts generated by the development consistent with Article 3, Section 2 of these Subdivision Regulations.
(f)
Street Dedications.
(1)
Dedication of Right-of-Way.
The developer shall dedicate all Rights-of-Way required for existing or future Streets, and for all required Street Improvements, including Perimeter Streets and Approach Streets, as shown in the Comprehensive Plan and as required by the Design Standards or by other valid development plans approved by City Council.
(i)
In the case of Perimeter Streets, 1/2 of the total required Right-of-Way width for such Streets shall be dedicated, unless the proposed development is on both sides of the Street, or unless there is some other compelling reason to require dedication of more than half of the Right-of-Way width (such as avoiding the infringement upon or demolition of existing structures, avoiding crossing a creek or flood plain or some other obstacle, or other similar circumstance).
(ii)
When the proposed development is on both sides of the Street, the full Right-of-Way width shall be dedicated.
(iii)
In cases where construction of only one-half the Street is deemed impractical or unsafe, more than 1/2 of the required width shall be dedicated and the full Street shall be constructed by the developer.
(2)
Perimeter Streets.
Where an existing improved half-Street is adjacent to a new Subdivision or Addition, the other half of the Right-of-Way shall be dedicated and improved by the developer of the new Subdivision or Addition in accordance with Article 3, Section 2 of these Subdivision Regulations.
(3)
Slope Easements.
The dedication of Easements, in Addition to dedicated Rights-of-Way shall be required whenever, due to topography, additional width is necessary to provide adequate earth slopes. Such slopes shall be no steeper than three feet horizontal run to one foot vertical height, or a 3:1 slope.
(g)
General Construction.
All improvements required to be constructed by these Subdivision Regulations shall be constructed to City Standards and within Rights-of-Way as required by the Thoroughfare Plan and these Subdivision Regulations, and in accordance with the Design Standards and other City Standards as may be from time to time amended or adopted.
(h)
Intersection Improvements and Traffic Control Devices.
Intersection Improvements and Traffic Control Devices shall be installed as may be required by the City for traffic safety and efficiency.
(i)
Phased Development.
Where a Subdivision is proposed to occur in phases, the Applicant, in conjunction with submission of the Preliminary Plat, shall provide a schedule of development.
(1)
Intended Plan of Development and Dedication of Rights-of-Way.
The schedule shall set forth the intended plan of development and dedication of Rights-of-Way for Streets and Street Improvements, whether on-site or off-site, intended to serve each proposed phase of the Subdivision.
(2)
City Determination.
The City shall determine whether the proposed Streets and Street Improvements are adequate pursuant to standards herein established, and may require that a Traffic Impact Analysis be submitted for the entire project or such phases as the City determines to be necessary to decide whether the Subdivision will be adequately served by Streets and Thoroughfares.
(j)
Private Streets.
New Subdivisions may be constructed with Private Streets that meet or exceed the specifications set forth in the Design Standards for similar public Streets. The construction of Private Streets shall be subject to standard City inspections. Any Private Street Subdivisions that were in existence (i.e., Platted of record at the County) on the effective date of these Subdivision Regulations shall be allowed to remain as Private Street Subdivisions provided that the conditions of the Private Streets and the maintenance thereof continues to meet or exceed City Standards, and provided that a viable homeowners association (HOA) or other similar organization continues to exist to maintain the Private Streets and all appurtenances. The City will not assist in enforcing deed restrictions. The City may periodically inspect Private Streets, and may require the HOA or other responsible organization to make any repairs necessary to ensure efficient emergency access and to protect the public health, safety, convenience and welfare.
(1)
Private Streets: Construction and Maintenance Cost -
The City shall not pay for any portion of the cost of constructing or maintaining a Private Street.
(2)
Private Streets: Traffic Control Devices -
All private traffic control devices and regulatory signs shall conform to the “Texas Manual of Uniform Traffic Control Devices”, as amended, and to City Standards.
(3)
Private Streets: Restricted Access -
The entrances to all Private Streets shall be clearly marked with a Sign, placed in a prominent and visible location, stating that the Streets within the Subdivision are private, and that they are not maintained nor regularly patrolled by the City. All restricted access entrances shall be manned 24 hours every day, or they shall provide a reliable, alternative means of ensuring access into the Subdivision by the City, by emergency service providers, and by other utility or public service providers, such as postal carriers and utility companies, with appropriate identification. The method to be used to ensure City and emergency access into the Subdivision shall be approved by the City’s Fire Department and by any other applicable emergency service providers. If the homeowners association (HOA) fails to maintain reliable access as required herein, the City may enter the Private Street Subdivision and remove any gate or device which is a barrier to access at the sole expense of the HOA.
(4)
Private Streets: Waiver of Services -
Certain City services may not be provided for Private Street Subdivisions. Among the services which may not be provided include routine law enforcement patrols, enforcement of traffic and parking regulations, and preparation of accident reports. Depending upon the characteristics of the development and upon access limitations posed by the design of entrances into the Subdivision, other services (such as sanitation) may also not be provided.
(5)
Private Streets: Petition to Convert to Public Streets -
The homeowners association (HOA) may petition the City to accept Private Streets and any associated property as public Streets and Right-of-Way upon written notice to all association members and upon the favorable vote of a majority of the membership. However, in no event shall the City be obligated to accept said Streets as public. Should the City elect to accept the Streets as public, then the City has the right to inspect the Private Streets and to assess the Lot owners for the expense of needed repairs concurrent with the City’s acceptance of the Streets. The City shall be the sole judge of whether repairs are needed. The City may also require, at the association’s or the Lot owners’ expense, the removal of any guard houses, access control devices, landscaping or other aesthetic amenities located within the Street Right-of-Way or within any other common area. The City may also require the dedication of additional Street Right-of-Way.
(6)
Private Streets: Hold Harmless -
The homeowners association (HOA), as owner of the Private Streets and appurtenances, shall release, indemnify, defend and hold harmless the City, any other governmental entity, and any public utility entity for damages to the Private Streets that may be occasioned by the reasonable use of the Private Streets by same, and for damages and injury (including death) arising from the condition of the Private Streets, out of any use of access gates or cross arms, or out of any use of the Subdivision by the City or governmental or utility entity.
1.04
Required Components of Traffic Impact Analysis (TIA).
Whenever a TIA is conducted, the following elements shall be included:
(1)
General Site Description.
The TIA shall include a detailed description of the Street network within one mile of the site, a description of the proposed land uses, the anticipated states of construction, and the anticipated completion date of the proposed land development. This description, which may be in the form of a map, shall include the following items:
(2)
Proposed Capital Improvements.
The TIA shall identify any changes to the Street network within one mile of the site that are proposed by any government agency or other developer. This description shall include the above items as well as any proposed construction project that would alter the width or alignment of Streets affected by the proposed development.
(3)
Street Impact Analysis.
(i)
Trip Generation.
For the proposed use, items required to determine trip generation shall be based upon the trip generation rates contained in the most recent edition of the Institute of Transportation Engineers’ Trip Generation book, or shall be based upon data generated by actual field surveys of area uses comparable to the proposed use and approved by the City. The following items shall be required to determine trip generation: 1) average weekday trip generation rates (trip ends); 2) the average weekend trip generation rates (for uses other than residential or institutional); 3) the highest average a.m. and p.m. hourly weekday trip generation rates; and, 4) the highest hourly weekend generation rates (for uses other than residential or institutional).
(ii)
Trip Distribution.
Within the study area identified in Subsection 1.04(1) (General Site Description) above, the distribution of trips to arterial and collector Streets shall be in conformity with accepted traffic Engineering principles, taking into consideration: 1) the land use categories of the proposed development; 2) the area from which the proposed development will attract traffic; 3) competing developments (if applicable); 4) the size of the proposed development; 5) development phasing; 6) surrounding existing and anticipated land uses, population and employment; 7) existing and projected daily traffic volumes; and, 8) existing traffic conditions identified pursuant to Subsection 1.04(1) above.
(4)
Adequacy Determination.
The Street network included within the TIA shall be considered adequate to serve the proposed development if existing Streets identified as arterials and collectors are basically satisfactory to good progression of traffic and can accommodate the following:
(5)
Intersection Analysis.
(i)
Level of Service.
Analysis. For intersections within the Street TIA area described in Subsection 1.04(1) herein (General Site Description), a level of service analysis shall be performed for all arterial-to-arterial, arterial-to-collector, collector-to-arterial, and collector-to-collector intersections, and for any other pertinent intersections identified by the City. Also, level of service analyses will be required on all proposed site driveway locations for all nonresidential developments.
(A)
The City may waive analysis of minor intersections and site driveway locations within the TIA’s one-mile radius.
(B)
The level of service analysis shall be based upon the highest hourly average a.m. or p.m. peak weekday volume or highest average hourly peak weekend volume as determined from a two-day survey of weekday volumes and, where necessary, a one-day survey of weekend volumes.
(C)
The level of service analysis shall take into consideration:
(i)
lane geometry;
(ii)
traffic volume;
(iii)
percentage of right-hand turns;
(iv)
percentage of left-hand turns;
(v)
percentage (and typical size) of trucks;
(vi)
intersection width;
(vii)
number of lanes;
(viii)
signal timing and progression;
(ix)
street grades;
(x)
pedestrian and bicycle flows;
(xi)
school routes;
(xii)
number of accidents; and
(xiii)
peak hour factor.
(ii)
Adequacy Analysis.
The intersections included within the TIA shall be considered adequate to serve the proposed development if existing intersections can accommodate:
1.05
Arrangement of Streets Not Shown on the Thoroughfare Plan.
For Streets that are not shown on the City’s Comprehensive Plan, such as local residential Streets, the arrangement of such Streets within a Subdivision shall:
(1)
Provide for the continuation or appropriate projection of existing Streets from or into surrounding areas;
(2)
Conform to a plan for the neighborhood approved or adopted by the City to meet a particular situation where topographical or other conditions make continuance or conformity to existing Streets impractical;
(3)
Provide for future access, such as by stubbing Streets for future extension, to adjacent vacant areas which will likely develop; and
(4)
Not conflict in any way with existing or proposed driveway openings - including those on the other side of an existing or planned median-divided arterial, in which case new Streets shall align with such driveway openings such that median openings can be shared.
1.06
Discouraging Through Traffic in Residential Development.
(a)
Residential Collector Streets and minor residential Streets shall be laid out such that their use by through traffic will be discouraged, such as via circuitous routes or multiple turns or offsets, but such that access is provided to adjacent Subdivisions.
(b)
Wherever the Right-of-Way width of a collector or residential Street must transition to a greater or lesser width, such transition shall occur along the front, side or rear Lot lines of adjacent Lots (for a reasonable distance) and shall not occur within the Street intersection itself. In other words, the Right-of-Way width shall be the same on both sides of the Street intersection.
(c)
Direct vehicular access from single family or two family residential Lots onto any type of Street other than a Local Street is prohibited, except for Residential Collector Streets provided that neither side of the Street runs along the vehicle-accessible side(s) of a Lot(s) for a combined linear distance exceeding 20% of the total centerline length of the Street. Such calculations shall be submitted with the Preliminary Plat Application, thereby verifying that Lots fronting onto a collector Street do not exceed this allowed percentage.
(d)
At least 30% of the total centerline length of all Streets (including collector Streets) within a residential Subdivision containing 30 Lots or more - or within each phase of a residential Subdivision, unless otherwise approved by City to apply to the Subdivision in its entirety rather than each individual phase - shall be curvilinear in design except the minimum centerline radius for residential Streets shall be 150 feet. Calculations shall be submitted with the Preliminary Plat Application, thereby verifying that this requirement is being met.
1.07
Residential Subdivision Abutting or Containing an Existing or Proposed Arterial Street.
Where a residential Subdivision abuts or contains an existing or proposed Arterial Street, the City may require marginal access Streets, reverse frontage Lots (Lots which back onto the arterial), or such treatment as may be necessary for adequate protection of residential properties and to afford separation of through and local traffic.
1.08
Reserve Strips Prohibited.
Reserve strips controlling access to Streets shall be prohibited, except where their control is required by the City.
1.09
Centerline Offsets.
Intersecting, undivided Streets with centerline offsets of less than 150 feet shall be prohibited. Intersecting Streets onto an existing or future divided Street shall be configured such that the centerline offset will accommodate the appropriate median opening and left-turn lanes (with required transition and stacking distances) on each divided Street, and shall be aligned with any existing or proposed Streets or driveways on the opposite side of the divided Street (in order to share the median opening).
1.10
Degree Required for Intersections.
A Street intersection with a major Thoroughfare shall be at a 90° degree angle and shall be tangent for at least 100 feet. All other Street intersections shall be laid out so as to intersect as nearly as possible at a 90° degree angle or radial to the centerline of the intersecting Street for the full Right-of-Way width of the intersecting Street, and tangent to the intersecting Street for at least 50 feet. No Street shall intersect at an angle that is less than 80° degrees.
1.11
Spacing of Intersections.
Intersections of Arterial Streets shall be at least 800 feet apart.
1.12
Street section Requirements.
(a)
Typical Street sections shall be based upon projected traffic volume, existing soil conditions, and drainage condition and requirements. Street Right-of-Way widths, Pavement Widths, and Median Widths shall be as shown on the Comprehensive Plan, in the City’s Design Standards, and shall specifically be as specified in Article 9, Table 1.
(b)
Open-ditch Streets shall have a Right-of-Way width and Pavement Width as required in the Design Standards. Open-ditch Streets may be approved only within a single-family Subdivision where all Lots within the Subdivision are one acre or larger. Approval by the Planning and Zoning Commission and City Council of open-ditch Streets is not mandatory but rather discretionary.
1.13
Street Loading Requirements.
Refer to the City’s Design Standards.
1.14
Half-Streets.
(a)
Unless otherwise provided within these Subdivision Regulations, only full-width Streets shall be constructed. If the exceptions outlined herein are applicable, the construction of half-Streets shall comply with Article 3, Section 2 of these Subdivision Regulations.
(b)
Construction of 1/2 Streets shall be prohibited, except:
(1)
when essential to the reasonable development of the Subdivision in conforming with the other requirements of these Subdivision Regulations and the Thoroughfare Plan;
(2)
where the City makes a determination that there is no immediate need to be gained by constructing the full Street section since no access from the Street will be needed by the Subdivision in question; or
(3)
where the City determines that it would be more practical, or cost effective, to delay construction of the other half of a Street until the adjoining property is developed.
(c)
Whenever a partial Street has been previously Platted along a common property line, the other portion of the Street Right-of-Way shall be dedicated such that the Right-of-Way is increased to the Street’s ultimate planned width.
1.15
Maximum and Minimum Length of Block or Street Segments.
The maximum length of any block or Street segment, including a looped Street, shall be 800 feet and the minimum length of any block or Street segment shall be 400 feet, as measured along the Street centerline and between the point(s) of intersection with other through Streets. A Cul-De-Sac or Dead-End Street shall not be considered a through Street. The Block Length is not measured along the side of a block that does not include the front of any Lot.
1.16
Maximum Length of Cul-de-Sac Streets.
A Cul-De-Sac Street shall not be longer than 600 feet, and at the closed end shall have a turnaround bulb with an outside pavement diameter of at least 80 feet and a Right-of-Way diameter of at least 100 feet. The length of a Cul-De-Sac shall be measured from the centerline of the intersecting Street to the centerpoint of the Cul-De-Sac bulb.
1.17
City Council Waivers/Suspensions of Overlength Streets or Cul-de-Sacs.
The City Council may approve waivers/suspensions (procedures for which are outlined in Article 1, Section 10 of these Subdivision Regulations) for Overlength Streets or Cul-De-Sacs, whether temporary or permanent, upon considering the following:
(a)
Alternative designs;
(b)
The effect of Overlength Streets upon access, congestion, delivery of municipal services, and upon convenience to residents of the Subdivision in traveling to and from their homes; and
(c)
Means of mitigation, including additional mid-block Street connections, limitation on the number of Lots to be served along an Overlength Street segment or Cul-De-Sac, points of emergency access, and additional fire protection measures.
1.18
Dead-End Streets.
(a)
No Dead-End Streets shall be approved, except where no other alternative is available, and unless such Dead-End Streets are provided to connect with future Streets on adjacent land (i.e., the Dead-End Street is a stub-out Street).
(b)
In the case of Dead-End Streets which will eventually be extended into the adjacent Subdivision, no more than one Lot (per side) can front onto the Dead-End Street stub unless a temporary turnaround bulb (with the appropriate temporary Street Easement) is provided at the end.
(c)
A temporary Dead-End Street shall not exceed the maximum allowed length of a normal Cul-De-Sac and the temporary turnaround bulb must be constructed like a Cul-De-Sac, as provided in Subsection 1.16 above. The City Engineer may authorize the use of asphalt or other durable paving material than concrete for the arc, or “wing”, portions of the temporary turnaround bulb in order to minimize the cost of removing those portions when adjacent development occurs.
(d)
A note shall be placed on the Final Plat clearly labeling any temporary Dead-End Streets (if any) that will at some point be extended into the adjacent property.
(e)
Signage shall be placed at the end of the constructed Street stub, such as on the barricade, also stating that the Street will be extended in the future. Signage and related lettering must be large enough to be legible by a Person with normal vision at a 20-foot distance.
(f)
Any required temporary turnaround Easements shall be shown on the Final Plat along with their appropriate recording information, if they are off-site or are established by separate instrument.
1.19
New Streets Extending Existing Streets.
New Streets which extend existing Streets shall bear the names of the existing Streets, and shall be dedicated at equal or greater Right-of-Way widths than the existing Streets for an appropriate transition length, if applicable.
1.20
Driveway Access - Residential and Nonresidential.
(a)
Residential Driveways.
Residential driveway cuts shall not be allowed on Streets that are larger than a neighborhood or Residential Collector Street (60-foot Right-of-Way). Residential driveways shall be at least 30 feet from any intersection. Rear and side driveway access to collector and Thoroughfare Streets shall be prohibited.
(b)
Nonresidential Driveways - Number.
The maximum number of nonresidential driveway cuts permitted shall not exceed the following, according to the nonresidential Lot size:
(c)
Nonresidential Driveway - Separation.
The minimum separation between driveways shall not be less than the following distances:
(1)
Fifty (50) feet on Local Streets;
(2)
Ninety (90) feet on neighborhood collector Streets;
(3)
One hundred (100) feet on divided and undivided collector Streets.
(4)
One hundred and twenty (120) feet on Arterial Streets.
(5)
One hundred (100) feet or a distance equal to 60% of the Lot frontage (whichever is less) on any type of Street from a through-Street intersection.
(d)
Nonresidential Driveways - Shared Access.
Shared access driveways may be required by the City in order to ensure public safety access by providing mutual/common access to a median opening, to minimize the number of driveway cuts on Streets, thereby maintaining Street mobility, and to facilitate traffic flow between adjacent Lots. (See Article 9, Diagram A.)
(1)
A shared mutual access Easement(s) for a driveway(s) may be required between adjacent Lots fronting on an arterial or collector Street, as designated on the Comprehensive Plan (as the Street exists or is planned to be improved in the future);
(2)
The location and dimensions of such Easement(s) shall be determined by the Planning Director.
(3)
Such Easements shall be noted on the Preliminary Plat and Final Plat.
(e)
Nonresidential Driveways - Cross Access Internal Driveways.
Cross access Easements for internal driveways may be required by the City in order to minimize the number of driveway cuts on Streets, thereby maintaining Street mobility, and to facilitate traffic flow between adjacent Lots. (See Article 9, Diagram A.)
(f)
Driveways (Residential and Nonresidential) on TxDOT Streets.
All driveway cuts on Streets and highways maintained by the Texas Department of Transportation (TxDOT) (e.g., State roads, highways) shall meet the requirements of TxDOT’s Access Management Manual (as may be amended) and Roadway Design Manual (as may be amended), as applicable for the spacing and design of the driveway, unless City Standards are more stringent, in which case City Standards shall be met.
(g)
Maintenance Agreements.
An agreement that provides for the perpetual maintenance of a shared driveway, cross access internal driveway, or any other common facility is required and must be filed at the time of Final Plat approval. All agreements are subject to review and approval by the City Attorney.
(h)
Driveway Construction.
All driveways that access Streets or highways owned or maintained by the City of Aubrey shall be constructed in accordance with the driveway design standards outlined in the City’s Design Standards. Notwithstanding any other provisions of this Part of the Code or the Design Standards, rear and side residential driveway access to Expressways, Arterials and any type of collector Streets shall be prohibited.
(Ordinance 585-16, sec. 2, adopted 12/15/15)