Subdivision Standards
Effective on: 8/9/2022
Effective on: 8/9/2022
Engineering Standards Manual.
Effective on: 8/9/2022
Street Design Objectives. New streets shall be designed to achieve the following objectives:
Figure 5.202-1, Street Connectivity and Access Points | |
|---|---|
| Lower Connectivity | Higher Connectivity |
![]() | ![]() |
Figure 5.202-1, Street Connectivity and Access Points | |
|---|---|
| Lower Connectivity | Higher Connectivity |
![]() | ![]() |
Figure 5.202-1, Street Connectivity and Access Points | |
|---|---|
| Lower Connectivity | Higher Connectivity |
![]() | ![]() |
Figure 5.202-1, Street Connectivity and Access Points | |
|---|---|
| Lower Connectivity | Higher Connectivity |
![]() | ![]() |
Areawide Conceptual Circulation Plan.
Functional Classification.
Private Roads. Private roads shall be permitted in accordance with this Section.
The surface of the island is landscaped or covered with decorative pavers;
Landscaping or other elements located in the island do not interfere with the standards in Subsection K, Sight Distance Requirements, below;
The island has a minimum radius of six feet and a maximum radius of 10 feet measured to the back of the curb; and
The island is owned and maintained by a homeowners' association.
Alleys.
Intersections and Street Offsets.
| Figure 5.202-2 Prohibited Street Angle |
|---|
![]() |
Traffic Calming.
| Figure 5.202-3 Traffic Calming Measures | |
|---|---|
![]() Intersection Throttling Curbs | ![]() Islands at intersections |
Pavement Changes |
Elevated Pedestrian Crossings |
![]() Intersection Diverter | ![]() Interruptions in Parking Lanes |
![]() Altering of the curve radii to preserve large trees | ![]() Pavement Color Change |
![]() Pavement Material Change | |
Required sight distance triangle. Within the triangular area formed by the right-of-way lines of intersecting streets and a line connecting points 25 feet on either side of such intersecting rights-of-way, including triangles formed from centerlines of driveways, there shall be clear space and no obstruction to vision.
| Figure 5.202-4 Site Distance Triangle |
|---|
![]() |
Effective on: 8/9/2022
Table 5.203-1 Right-of-Way Widths1 | ||||
|---|---|---|---|---|
| Road Classification | Minimum Right-of-Way Width Required (A) | Minimum Pavement Width Required2 (B) | Lanes (C) | Sidewalks (width and sides of street) (D) |
| Principal Arterial | 120 feet | 81 feet | 5 including center | 5 feet / Both |
| Minor Arterial | 100 feet | 64 feet | 5 including center | 5 feet / Both |
| Collector | 80 feet | 57 feet | 3 including center | 5 feet / Both |
| Residential Collector3 | 60 feet | 43 feet | 2 | 5 feet / Both |
| Minor Street | 50 feet / 60 feet | 32 feet / 36 feet | 2 | 5 feet / Both |
| Alleys | 20 feet | 18 feet | -- | -- |
TABLE NOTES: 1Refer to the City Standards Manual Street Details for more information. 2From back-of-curb to back-of-curb. 3Multi-family subdivisions shall be required to comply with residential collector street standards except that internal streets may have a minimum right-of-way width of 50 feet, a minimum pavement width of 40 feet, and shall require easements that are 10 feet in width on both sides of the street for utilities and sidewalks. Streets on the perimeter of the development are not eligible for this reduction. | ||||
Table 5.203-1 Right-of-Way Widths1 | ||||
|---|---|---|---|---|
| Road Classification | Minimum Right-of-Way Width Required (A) | Minimum Pavement Width Required2 (B) | Lanes (C) | Sidewalks (width and sides of street) (D) |
| Principal Arterial | 120 feet | 81 feet | 5 including center | 5 feet / Both |
| Minor Arterial | 100 feet | 64 feet | 5 including center | 5 feet / Both |
| Collector | 80 feet | 57 feet | 3 including center | 5 feet / Both |
| Residential Collector3 | 60 feet | 43 feet | 2 | 5 feet / Both |
| Minor Street | 50 feet / 60 feet | 32 feet / 36 feet | 2 | 5 feet / Both |
| Alleys | 20 feet | 18 feet | -- | -- |
TABLE NOTES: 1Refer to the City Standards Manual Street Details for more information. 2From back-of-curb to back-of-curb. 3Multi-family subdivisions shall be required to comply with residential collector street standards except that internal streets may have a minimum right-of-way width of 50 feet, a minimum pavement width of 40 feet, and shall require easements that are 10 feet in width on both sides of the street for utilities and sidewalks. Streets on the perimeter of the development are not eligible for this reduction. | ||||
Table 5.203-1 Right-of-Way Widths1 | ||||
|---|---|---|---|---|
| Road Classification | Minimum Right-of-Way Width Required (A) | Minimum Pavement Width Required2 (B) | Lanes (C) | Sidewalks (width and sides of street) (D) |
| Principal Arterial | 120 feet | 81 feet | 5 including center | 5 feet / Both |
| Minor Arterial | 100 feet | 64 feet | 5 including center | 5 feet / Both |
| Collector | 80 feet | 57 feet | 3 including center | 5 feet / Both |
| Residential Collector3 | 60 feet | 43 feet | 2 | 5 feet / Both |
| Minor Street | 50 feet / 60 feet | 32 feet / 36 feet | 2 | 5 feet / Both |
| Alleys | 20 feet | 18 feet | -- | -- |
TABLE NOTES: 1Refer to the City Standards Manual Street Details for more information. 2From back-of-curb to back-of-curb. 3Multi-family subdivisions shall be required to comply with residential collector street standards except that internal streets may have a minimum right-of-way width of 50 feet, a minimum pavement width of 40 feet, and shall require easements that are 10 feet in width on both sides of the street for utilities and sidewalks. Streets on the perimeter of the development are not eligible for this reduction. | ||||
Table 5.203-1 Right-of-Way Widths1 | ||||
|---|---|---|---|---|
| Road Classification | Minimum Right-of-Way Width Required (A) | Minimum Pavement Width Required2 (B) | Lanes (C) | Sidewalks (width and sides of street) (D) |
| Principal Arterial | 120 feet | 81 feet | 5 including center | 5 feet / Both |
| Minor Arterial | 100 feet | 64 feet | 5 including center | 5 feet / Both |
| Collector | 80 feet | 57 feet | 3 including center | 5 feet / Both |
| Residential Collector3 | 60 feet | 43 feet | 2 | 5 feet / Both |
| Minor Street | 50 feet / 60 feet | 32 feet / 36 feet | 2 | 5 feet / Both |
| Alleys | 20 feet | 18 feet | -- | -- |
TABLE NOTES: 1Refer to the City Standards Manual Street Details for more information. 2From back-of-curb to back-of-curb. 3Multi-family subdivisions shall be required to comply with residential collector street standards except that internal streets may have a minimum right-of-way width of 50 feet, a minimum pavement width of 40 feet, and shall require easements that are 10 feet in width on both sides of the street for utilities and sidewalks. Streets on the perimeter of the development are not eligible for this reduction. | ||||
Figure 5.203-1 Sample Right-of-Way Cross-Section |
|---|
![]() |
Figure 5.203-1 Sample Right-of-Way Cross-Section |
|---|
![]() |
Figure 5.203-1 Sample Right-of-Way Cross-Section |
|---|
![]() |
Figure 5.203-1 Sample Right-of-Way Cross-Section |
|---|
![]() |
Effective on: 8/9/2022
Effective on: 8/9/2022
Table 5.205-1 Street Lighting Standards | |||
|---|---|---|---|
| Street Type | Fixture Type | Minimum Spacing | Maximum Spacing |
| Arterial | High-pressure sodium vapor or light-emitting diode | 200 feet | 250 feet |
| Collector | High-pressure sodium vapor or light-emitting diode | 250 feet | 300 feet |
| Minor Residential, Option 1 | High-pressure sodium vapor or light-emitting diode | N/A | 300 feet |
| Minor Residential, Option 2 | High-pressure sodium vapor or light-emitting diode | 250 feet | 300 feet |
Table 5.205-1 Street Lighting Standards | |||
|---|---|---|---|
| Street Type | Fixture Type | Minimum Spacing | Maximum Spacing |
| Arterial | High-pressure sodium vapor or light-emitting diode | 200 feet | 250 feet |
| Collector | High-pressure sodium vapor or light-emitting diode | 250 feet | 300 feet |
| Minor Residential, Option 1 | High-pressure sodium vapor or light-emitting diode | N/A | 300 feet |
| Minor Residential, Option 2 | High-pressure sodium vapor or light-emitting diode | 250 feet | 300 feet |
Table 5.205-1 Street Lighting Standards | |||
|---|---|---|---|
| Street Type | Fixture Type | Minimum Spacing | Maximum Spacing |
| Arterial | High-pressure sodium vapor or light-emitting diode | 200 feet | 250 feet |
| Collector | High-pressure sodium vapor or light-emitting diode | 250 feet | 300 feet |
| Minor Residential, Option 1 | High-pressure sodium vapor or light-emitting diode | N/A | 300 feet |
| Minor Residential, Option 2 | High-pressure sodium vapor or light-emitting diode | 250 feet | 300 feet |
Table 5.205-1 Street Lighting Standards | |||
|---|---|---|---|
| Street Type | Fixture Type | Minimum Spacing | Maximum Spacing |
| Arterial | High-pressure sodium vapor or light-emitting diode | 200 feet | 250 feet |
| Collector | High-pressure sodium vapor or light-emitting diode | 250 feet | 300 feet |
| Minor Residential, Option 1 | High-pressure sodium vapor or light-emitting diode | N/A | 300 feet |
| Minor Residential, Option 2 | High-pressure sodium vapor or light-emitting diode | 250 feet | 300 feet |
Effective on: 8/9/2022
| Figure 5.206-1 Block Length |
|---|
![]() |
| Figure 5.206-1 Block Length |
|---|
![]() |
| Figure 5.206-1 Block Length |
|---|
![]() |
| Figure 5.206-1 Block Length |
|---|
![]() |
Nonresidential Blocks. Blocks for commercial and industrial areas may vary from the elements of design contained in this Section if the nature of the use requires other treatment. See Figure 5.206-2, Nonresidential Blocks. In such cases, safe and convenient access to the street system shall be required. Space for off-street parking may also require similar access for employees and customers. Extension of streets and utilities shall be provided, as necessary.
| Figure 5.206-2 Nonresidential Blocks |
|---|
![]() |
Block or Cul-De-Sac Length Alternative Compliance. The maximum length of blocks or cul-de-sacs is set to provide connectivity between adjoining parcels as they develop separately over time. There are conditions that can exist that warrant longer lengths. Any modulation of the lengths shall meet the criteria below. Maximums shall not exceed those in Paragraphs 2 and 3 below, as measured on both sides of the street.
Intersections. Intersections may be permitted closer than the 300-foot centerline distances where:
Effective on: 8/9/2022
| Figure 5.206-1 Double Frontage Lot |
|---|
![]() |
| Figure 5.206-1 Double Frontage Lot |
|---|
![]() |
| Figure 5.206-1 Double Frontage Lot |
|---|
![]() |
| Figure 5.206-1 Double Frontage Lot |
|---|
![]() |
Panhandle Lots. Panhandle lots are generally prohibited because they increase the number of curb cuts on arterial or collector streets. However, conditions may exist where panhandle lots are reasonable and acceptable. These conditions are set forth below and illustrated in Figure 5.206-2, Panhandle Lot Conditions. If permitted, all panhandle lots shall allow access for public safety vehicles and providers of public utilities or related public services.
| Figure 5.206-2 Panhandle Lot Conditions |
|---|
![]() |
| Figure 5.206-2 Panhandle Lot Conditions |
|---|
![]() |
| Figure 5.206-2 Panhandle Lot Conditions |
|---|
![]() |
| Figure 5.206-2 Panhandle Lot Conditions |
|---|
![]() |
| Figure 5.206-3 Construction Envelope |
|---|
![]() |
| Figure 5.206-3 Construction Envelope |
|---|
![]() |
| Figure 5.206-3 Construction Envelope |
|---|
![]() |
| Figure 5.206-3 Construction Envelope |
|---|
![]() |
| Figure 5.206-4 Conservation, Natural Resources, or Open Space |
|---|
![]() |
| Figure 5.206-5 Curvilinear Streets |
|---|
![]() |
| Figure 5.206-5 Curvilinear Streets |
|---|
![]() |
| Figure 5.206-5 Curvilinear Streets |
|---|
![]() |
| Figure 5.206-5 Curvilinear Streets |
|---|
![]() |
| Figure 5.206-6 Large Lots |
|---|
![]() |
| Figure 5.206-6 Large Lots |
|---|
![]() |
| Figure 5.206-6 Large Lots |
|---|
![]() |
| Figure 5.206-6 Large Lots |
|---|
![]() |
Effective on: 8/9/2022
Effective on: 8/9/2022
| Table 5.208-1 Compliance with Access Management Regulations | |||
| Land Use | Situation | Objective | Method of Compliance |
| Single- Family, Duplex, or Twin Home | Individual lot seeks direct connection to arterial or collector street. | Prevent direct access to thoroughfares. | Avoid connection to arterial or collector street. If no other access is feasible, investigate alternative use. If no other use is feasible, City Engineer may approve connection if driveway is designed so that vehicles do not back out into traffic. |
| All Uses Other than Single- Family, Duplex, or Twin Home | Lot proposed for development abuts lots that are built, have individual access connections, and do not comply with spacing requirements. | Allow reasonable access for existing lots, but consolidate access at the first available opportunity. | Existing access may be maintained, but if thresholds of Subsection D. are met, then compliance with the common and cross-access provisions of this Section is required. If there is no existing access, then temporary access may be created upon demonstration of compliance with the common and cross-access provisions of this Section. |
| Lot proposed for development is to be subdivided into several commercial lots. | Ensure that new subdivisions do not frustrate the City's access management objectives. | Lots are created with the minimum frontage required by this Section and meet this Section's access spacing and corner clearance standards; or subdivider provides for common access. | |
| Existing lot proposed for development does not conform to the minimum arterial frontage requirements of this Section and at least one abutting lot under separate ownership is not developed. | Allow reasonable access for an existing lot, and ensure that future development will have shared or cross access as necessary to ensure compliance with this Section. | Provide access in compliance with the access spacing and corner clearance standards of this Section and provide for future common access and cross access as will ensure implementation of such standards as provided in this Section. | |
| Lot proposed for development abuts another lot under common ownership. | Ensure that development of commonly owned property does not frustrate City's access management objectives. | Lots are consolidated, if necessary, to meet the minimum arterial frontage and access spacing and corner clearance standards of this Section; or the applicant provides for common or cross access that meets the requirements of this Section. | |
| Lot proposed for development abuts another lot that has recorded a common or cross access covenant. | Ensure that recorded common access and cross-access covenants are carried out. | Common access or internal cross access is provided as set out in the recorded document. If the common access point would prevent an adjacent undeveloped lot from complying with this Section, then a covenant to provide common or cross access shall be provided as set out in this Section. | |
| Table 5.208-1 Compliance with Access Management Regulations | |||
| Land Use | Situation | Objective | Method of Compliance |
| Single- Family, Duplex, or Twin Home | Individual lot seeks direct connection to arterial or collector street. | Prevent direct access to thoroughfares. | Avoid connection to arterial or collector street. If no other access is feasible, investigate alternative use. If no other use is feasible, City Engineer may approve connection if driveway is designed so that vehicles do not back out into traffic. |
| All Uses Other than Single- Family, Duplex, or Twin Home | Lot proposed for development abuts lots that are built, have individual access connections, and do not comply with spacing requirements. | Allow reasonable access for existing lots, but consolidate access at the first available opportunity. | Existing access may be maintained, but if thresholds of Subsection D. are met, then compliance with the common and cross-access provisions of this Section is required. If there is no existing access, then temporary access may be created upon demonstration of compliance with the common and cross-access provisions of this Section. |
| Lot proposed for development is to be subdivided into several commercial lots. | Ensure that new subdivisions do not frustrate the City's access management objectives. | Lots are created with the minimum frontage required by this Section and meet this Section's access spacing and corner clearance standards; or subdivider provides for common access. | |
| Existing lot proposed for development does not conform to the minimum arterial frontage requirements of this Section and at least one abutting lot under separate ownership is not developed. | Allow reasonable access for an existing lot, and ensure that future development will have shared or cross access as necessary to ensure compliance with this Section. | Provide access in compliance with the access spacing and corner clearance standards of this Section and provide for future common access and cross access as will ensure implementation of such standards as provided in this Section. | |
| Lot proposed for development abuts another lot under common ownership. | Ensure that development of commonly owned property does not frustrate City's access management objectives. | Lots are consolidated, if necessary, to meet the minimum arterial frontage and access spacing and corner clearance standards of this Section; or the applicant provides for common or cross access that meets the requirements of this Section. | |
| Lot proposed for development abuts another lot that has recorded a common or cross access covenant. | Ensure that recorded common access and cross-access covenants are carried out. | Common access or internal cross access is provided as set out in the recorded document. If the common access point would prevent an adjacent undeveloped lot from complying with this Section, then a covenant to provide common or cross access shall be provided as set out in this Section. | |
| Table 5.208-1 Compliance with Access Management Regulations | |||
| Land Use | Situation | Objective | Method of Compliance |
| Single- Family, Duplex, or Twin Home | Individual lot seeks direct connection to arterial or collector street. | Prevent direct access to thoroughfares. | Avoid connection to arterial or collector street. If no other access is feasible, investigate alternative use. If no other use is feasible, City Engineer may approve connection if driveway is designed so that vehicles do not back out into traffic. |
| All Uses Other than Single- Family, Duplex, or Twin Home | Lot proposed for development abuts lots that are built, have individual access connections, and do not comply with spacing requirements. | Allow reasonable access for existing lots, but consolidate access at the first available opportunity. | Existing access may be maintained, but if thresholds of Subsection D. are met, then compliance with the common and cross-access provisions of this Section is required. If there is no existing access, then temporary access may be created upon demonstration of compliance with the common and cross-access provisions of this Section. |
| Lot proposed for development is to be subdivided into several commercial lots. | Ensure that new subdivisions do not frustrate the City's access management objectives. | Lots are created with the minimum frontage required by this Section and meet this Section's access spacing and corner clearance standards; or subdivider provides for common access. | |
| Existing lot proposed for development does not conform to the minimum arterial frontage requirements of this Section and at least one abutting lot under separate ownership is not developed. | Allow reasonable access for an existing lot, and ensure that future development will have shared or cross access as necessary to ensure compliance with this Section. | Provide access in compliance with the access spacing and corner clearance standards of this Section and provide for future common access and cross access as will ensure implementation of such standards as provided in this Section. | |
| Lot proposed for development abuts another lot under common ownership. | Ensure that development of commonly owned property does not frustrate City's access management objectives. | Lots are consolidated, if necessary, to meet the minimum arterial frontage and access spacing and corner clearance standards of this Section; or the applicant provides for common or cross access that meets the requirements of this Section. | |
| Lot proposed for development abuts another lot that has recorded a common or cross access covenant. | Ensure that recorded common access and cross-access covenants are carried out. | Common access or internal cross access is provided as set out in the recorded document. If the common access point would prevent an adjacent undeveloped lot from complying with this Section, then a covenant to provide common or cross access shall be provided as set out in this Section. | |
| Table 5.208-1 Compliance with Access Management Regulations | |||
| Land Use | Situation | Objective | Method of Compliance |
| Single- Family, Duplex, or Twin Home | Individual lot seeks direct connection to arterial or collector street. | Prevent direct access to thoroughfares. | Avoid connection to arterial or collector street. If no other access is feasible, investigate alternative use. If no other use is feasible, City Engineer may approve connection if driveway is designed so that vehicles do not back out into traffic. |
| All Uses Other than Single- Family, Duplex, or Twin Home | Lot proposed for development abuts lots that are built, have individual access connections, and do not comply with spacing requirements. | Allow reasonable access for existing lots, but consolidate access at the first available opportunity. | Existing access may be maintained, but if thresholds of Subsection D. are met, then compliance with the common and cross-access provisions of this Section is required. If there is no existing access, then temporary access may be created upon demonstration of compliance with the common and cross-access provisions of this Section. |
| Lot proposed for development is to be subdivided into several commercial lots. | Ensure that new subdivisions do not frustrate the City's access management objectives. | Lots are created with the minimum frontage required by this Section and meet this Section's access spacing and corner clearance standards; or subdivider provides for common access. | |
| Existing lot proposed for development does not conform to the minimum arterial frontage requirements of this Section and at least one abutting lot under separate ownership is not developed. | Allow reasonable access for an existing lot, and ensure that future development will have shared or cross access as necessary to ensure compliance with this Section. | Provide access in compliance with the access spacing and corner clearance standards of this Section and provide for future common access and cross access as will ensure implementation of such standards as provided in this Section. | |
| Lot proposed for development abuts another lot under common ownership. | Ensure that development of commonly owned property does not frustrate City's access management objectives. | Lots are consolidated, if necessary, to meet the minimum arterial frontage and access spacing and corner clearance standards of this Section; or the applicant provides for common or cross access that meets the requirements of this Section. | |
| Lot proposed for development abuts another lot that has recorded a common or cross access covenant. | Ensure that recorded common access and cross-access covenants are carried out. | Common access or internal cross access is provided as set out in the recorded document. If the common access point would prevent an adjacent undeveloped lot from complying with this Section, then a covenant to provide common or cross access shall be provided as set out in this Section. | |
| Table 5.208-2 Minimum Arterial Lot Frontage | |
| Posted Speed Limit (mph) | Minimum Connection Spacing (ft.) |
| ≤ 30 | 225 |
| 35 | 275 |
| 40 | 330 |
| 45 | 385 |
| ≥ 50 | 450 |
| Table 5.208-2 Minimum Arterial Lot Frontage | |
| Posted Speed Limit (mph) | Minimum Connection Spacing (ft.) |
| ≤ 30 | 225 |
| 35 | 275 |
| 40 | 330 |
| 45 | 385 |
| ≥ 50 | 450 |
| Table 5.208-2 Minimum Arterial Lot Frontage | |
| Posted Speed Limit (mph) | Minimum Connection Spacing (ft.) |
| ≤ 30 | 225 |
| 35 | 275 |
| 40 | 330 |
| 45 | 385 |
| ≥ 50 | 450 |
| Table 5.208-2 Minimum Arterial Lot Frontage | |
| Posted Speed Limit (mph) | Minimum Connection Spacing (ft.) |
| ≤ 30 | 225 |
| 35 | 275 |
| 40 | 330 |
| 45 | 385 |
| ≥ 50 | 450 |
| Table 5.208-3 Access Spacing, Minor Streets and Collectors | |
| Street Classification of Abutting Lot Frontage | Minimum Connection Spacing (ft.) |
| Residential Driveways | |
| Minor Street | 30 |
| Collector Street | 30 |
| Commercial, Recreation, and Institutional Driveways | |
| Minor Street | 30 |
| Collector Street | 75 |
| Industrial Driveways | |
| Minor Street | 40 |
| Collector Street | 75 |
| Table 5.208-3 Access Spacing, Minor Streets and Collectors | |
| Street Classification of Abutting Lot Frontage | Minimum Connection Spacing (ft.) |
| Residential Driveways | |
| Minor Street | 30 |
| Collector Street | 30 |
| Commercial, Recreation, and Institutional Driveways | |
| Minor Street | 30 |
| Collector Street | 75 |
| Industrial Driveways | |
| Minor Street | 40 |
| Collector Street | 75 |
| Table 5.208-3 Access Spacing, Minor Streets and Collectors | |
| Street Classification of Abutting Lot Frontage | Minimum Connection Spacing (ft.) |
| Residential Driveways | |
| Minor Street | 30 |
| Collector Street | 30 |
| Commercial, Recreation, and Institutional Driveways | |
| Minor Street | 30 |
| Collector Street | 75 |
| Industrial Driveways | |
| Minor Street | 40 |
| Collector Street | 75 |
| Table 5.208-3 Access Spacing, Minor Streets and Collectors | |
| Street Classification of Abutting Lot Frontage | Minimum Connection Spacing (ft.) |
| Residential Driveways | |
| Minor Street | 30 |
| Collector Street | 30 |
| Commercial, Recreation, and Institutional Driveways | |
| Minor Street | 30 |
| Collector Street | 75 |
| Industrial Driveways | |
| Minor Street | 40 |
| Collector Street | 75 |
| Table 5.208-4 Access Spacing, Arterials | |
| Posted Speed Limit (mph) | Minimum Connection Spacing (ft.) |
| ≤ 30 | 200 |
| 35 | 250 |
| 40 | 305 |
| 45 | 360 |
| ≥ 50 | 425 |
| Table 5.208-4 Access Spacing, Arterials | |
| Posted Speed Limit (mph) | Minimum Connection Spacing (ft.) |
| ≤ 30 | 200 |
| 35 | 250 |
| 40 | 305 |
| 45 | 360 |
| ≥ 50 | 425 |
| Table 5.208-4 Access Spacing, Arterials | |
| Posted Speed Limit (mph) | Minimum Connection Spacing (ft.) |
| ≤ 30 | 200 |
| 35 | 250 |
| 40 | 305 |
| 45 | 360 |
| ≥ 50 | 425 |
| Table 5.208-4 Access Spacing, Arterials | |
| Posted Speed Limit (mph) | Minimum Connection Spacing (ft.) |
| ≤ 30 | 200 |
| 35 | 250 |
| 40 | 305 |
| 45 | 360 |
| ≥ 50 | 425 |
| Table 5.208-5 Access Spacing, Frontage Roads | ||
| Minimum Connection Spacing (ft.) | ||
| Posted Speed (mph) | One-Way Frontage Roads | Two-Way Frontage Roads |
| ≤ 30 | 200 | 200 |
| 35 | 250 | 300 |
| 40 | 305 | 360 |
| 45 | 360 | 435 |
| ≥ 50 | 425 | 510 |
| Table 5.208-5 Access Spacing, Frontage Roads | ||
| Minimum Connection Spacing (ft.) | ||
| Posted Speed (mph) | One-Way Frontage Roads | Two-Way Frontage Roads |
| ≤ 30 | 200 | 200 |
| 35 | 250 | 300 |
| 40 | 305 | 360 |
| 45 | 360 | 435 |
| ≥ 50 | 425 | 510 |
| Table 5.208-5 Access Spacing, Frontage Roads | ||
| Minimum Connection Spacing (ft.) | ||
| Posted Speed (mph) | One-Way Frontage Roads | Two-Way Frontage Roads |
| ≤ 30 | 200 | 200 |
| 35 | 250 | 300 |
| 40 | 305 | 360 |
| 45 | 360 | 435 |
| ≥ 50 | 425 | 510 |
| Table 5.208-5 Access Spacing, Frontage Roads | ||
| Minimum Connection Spacing (ft.) | ||
| Posted Speed (mph) | One-Way Frontage Roads | Two-Way Frontage Roads |
| ≤ 30 | 200 | 200 |
| 35 | 250 | 300 |
| 40 | 305 | 360 |
| 45 | 360 | 435 |
| ≥ 50 | 425 | 510 |
| Figure 5.208-1 Measurement of Access Connection Spacing |
![]() |
| Figure Notes: A = Access connection packing | B = Edge of Pavement |
| Table 5.208-6 Corner Clearance, City Streets | |||
| Street Classification | Intersecting Street Classification | Minimum Corner Clearance | |
| Street | Intersecting Street | ||
| Residential Driveways | |||
| Minor | Minor | 30 feet | 30 feet |
| Minor | Collector | 30 feet | 30 feet1 |
| Collector | Collector | 30 feet1 | 30 feet1 |
| Arterial | Minor | Restricted | 75 feet |
| Arterial | Collector | Restricted | 75 feet1 |
| Arterial | Arterial | Restricted | Restricted |
| Commercial and Industrial Driveways | |||
| Minor | Minor | 30 feet | 30 feet |
| Minor | Collector | 30 feet | 30 feet |
| Collector | Collector | 75 feet | 75 feet |
| Arterial | Minor | 125 feet2 | 75 feet |
| Arterial | Collector | 125 feet2 | 75 feet |
| Arterial | Arterial | 125 feet2 | 125 feet2 |
| Table 5.208-6 Corner Clearance, City Streets | |||
| Street Classification | Intersecting Street Classification | Minimum Corner Clearance | |
| Street | Intersecting Street | ||
| Residential Driveways | |||
| Minor | Minor | 30 feet | 30 feet |
| Minor | Collector | 30 feet | 30 feet1 |
| Collector | Collector | 30 feet1 | 30 feet1 |
| Arterial | Minor | Restricted | 75 feet |
| Arterial | Collector | Restricted | 75 feet1 |
| Arterial | Arterial | Restricted | Restricted |
| Commercial and Industrial Driveways | |||
| Minor | Minor | 30 feet | 30 feet |
| Minor | Collector | 30 feet | 30 feet |
| Collector | Collector | 75 feet | 75 feet |
| Arterial | Minor | 125 feet2 | 75 feet |
| Arterial | Collector | 125 feet2 | 75 feet |
| Arterial | Arterial | 125 feet2 | 125 feet2 |
| Table 5.208-6 Corner Clearance, City Streets | |||
| Street Classification | Intersecting Street Classification | Minimum Corner Clearance | |
| Street | Intersecting Street | ||
| Residential Driveways | |||
| Minor | Minor | 30 feet | 30 feet |
| Minor | Collector | 30 feet | 30 feet1 |
| Collector | Collector | 30 feet1 | 30 feet1 |
| Arterial | Minor | Restricted | 75 feet |
| Arterial | Collector | Restricted | 75 feet1 |
| Arterial | Arterial | Restricted | Restricted |
| Commercial and Industrial Driveways | |||
| Minor | Minor | 30 feet | 30 feet |
| Minor | Collector | 30 feet | 30 feet |
| Collector | Collector | 75 feet | 75 feet |
| Arterial | Minor | 125 feet2 | 75 feet |
| Arterial | Collector | 125 feet2 | 75 feet |
| Arterial | Arterial | 125 feet2 | 125 feet2 |
| Table 5.208-6 Corner Clearance, City Streets | |||
| Street Classification | Intersecting Street Classification | Minimum Corner Clearance | |
| Street | Intersecting Street | ||
| Residential Driveways | |||
| Minor | Minor | 30 feet | 30 feet |
| Minor | Collector | 30 feet | 30 feet1 |
| Collector | Collector | 30 feet1 | 30 feet1 |
| Arterial | Minor | Restricted | 75 feet |
| Arterial | Collector | Restricted | 75 feet1 |
| Arterial | Arterial | Restricted | Restricted |
| Commercial and Industrial Driveways | |||
| Minor | Minor | 30 feet | 30 feet |
| Minor | Collector | 30 feet | 30 feet |
| Collector | Collector | 75 feet | 75 feet |
| Arterial | Minor | 125 feet2 | 75 feet |
| Arterial | Collector | 125 feet2 | 75 feet |
| Arterial | Arterial | 125 feet2 | 125 feet2 |
| Table 5.208-7 Maximum Width of Access | ||
| Use Classification | Standard | Maximum Access Width (ft.) |
| Single-Family Residential | One-car garage (max. width) | 12 |
| Two-car garage (max. width) | 22 | |
| Three-car garage (max. width) | 25 | |
| Twin Home and Duplex | Two, one-car garages (max. width) | 24 |
| Two, two-car garages (max. width) | 40 | |
| Table 5.208-7 Maximum Width of Access | ||
| Use Classification | Standard | Maximum Access Width (ft.) |
| Single-Family Residential | One-car garage (max. width) | 12 |
| Two-car garage (max. width) | 22 | |
| Three-car garage (max. width) | 25 | |
| Twin Home and Duplex | Two, one-car garages (max. width) | 24 |
| Two, two-car garages (max. width) | 40 | |
| Table 5.208-7 Maximum Width of Access | ||
| Use Classification | Standard | Maximum Access Width (ft.) |
| Single-Family Residential | One-car garage (max. width) | 12 |
| Two-car garage (max. width) | 22 | |
| Three-car garage (max. width) | 25 | |
| Twin Home and Duplex | Two, one-car garages (max. width) | 24 |
| Two, two-car garages (max. width) | 40 | |
| Table 5.208-7 Maximum Width of Access | ||
| Use Classification | Standard | Maximum Access Width (ft.) |
| Single-Family Residential | One-car garage (max. width) | 12 |
| Two-car garage (max. width) | 22 | |
| Three-car garage (max. width) | 25 | |
| Twin Home and Duplex | Two, one-car garages (max. width) | 24 |
| Two, two-car garages (max. width) | 40 | |
| Table 5.208-8 Access Standards, General | ||||||
| Access Type | Maximum peak hour volume | Access Lanes and Lane Widths | Reservoir | Radius Return by Street Functional Classification | ||
| Arterial | Collector | Minor | ||||
| Low Volume | 50 trips | 12 ft. ingress; 12 ft. egress | 25 ft. | 30 ft. | 20 ft. | 15 ft. |
| Mid-Volume | 200 trips | 14 ft. ingress; 4 ft. median; 2 12 ft. egress* | 50 ft. | 30 ft. | 20 ft. | 15 ft. |
| High Volume | 500 trips | 14 ft. ingress; 4 ft. median; 2 12 ft. egress* | 100 ft. | 35 ft. | 30 ft. | 20 ft. |
TABLE NOTE: * Only 1 egress shall be required if the access point is configured as a right-in, right-out access. | ||||||
| Table 5.208-8 Access Standards, General | ||||||
| Access Type | Maximum peak hour volume | Access Lanes and Lane Widths | Reservoir | Radius Return by Street Functional Classification | ||
| Arterial | Collector | Minor | ||||
| Low Volume | 50 trips | 12 ft. ingress; 12 ft. egress | 25 ft. | 30 ft. | 20 ft. | 15 ft. |
| Mid-Volume | 200 trips | 14 ft. ingress; 4 ft. median; 2 12 ft. egress* | 50 ft. | 30 ft. | 20 ft. | 15 ft. |
| High Volume | 500 trips | 14 ft. ingress; 4 ft. median; 2 12 ft. egress* | 100 ft. | 35 ft. | 30 ft. | 20 ft. |
TABLE NOTE: * Only 1 egress shall be required if the access point is configured as a right-in, right-out access. | ||||||
| Table 5.208-8 Access Standards, General | ||||||
| Access Type | Maximum peak hour volume | Access Lanes and Lane Widths | Reservoir | Radius Return by Street Functional Classification | ||
| Arterial | Collector | Minor | ||||
| Low Volume | 50 trips | 12 ft. ingress; 12 ft. egress | 25 ft. | 30 ft. | 20 ft. | 15 ft. |
| Mid-Volume | 200 trips | 14 ft. ingress; 4 ft. median; 2 12 ft. egress* | 50 ft. | 30 ft. | 20 ft. | 15 ft. |
| High Volume | 500 trips | 14 ft. ingress; 4 ft. median; 2 12 ft. egress* | 100 ft. | 35 ft. | 30 ft. | 20 ft. |
TABLE NOTE: * Only 1 egress shall be required if the access point is configured as a right-in, right-out access. | ||||||
| Table 5.208-8 Access Standards, General | ||||||
| Access Type | Maximum peak hour volume | Access Lanes and Lane Widths | Reservoir | Radius Return by Street Functional Classification | ||
| Arterial | Collector | Minor | ||||
| Low Volume | 50 trips | 12 ft. ingress; 12 ft. egress | 25 ft. | 30 ft. | 20 ft. | 15 ft. |
| Mid-Volume | 200 trips | 14 ft. ingress; 4 ft. median; 2 12 ft. egress* | 50 ft. | 30 ft. | 20 ft. | 15 ft. |
| High Volume | 500 trips | 14 ft. ingress; 4 ft. median; 2 12 ft. egress* | 100 ft. | 35 ft. | 30 ft. | 20 ft. |
TABLE NOTE: * Only 1 egress shall be required if the access point is configured as a right-in, right-out access. | ||||||
| Table 5.208-9 Access Standards, Urban Areas | ||||||
| Access Type | Maximum peak hour volume | Access Lanes and Lane Widths | Reservoir | Radius Return by Street Functional Classification | ||
| Arterial | Collector | Minor | ||||
| Low Volume | 150 trips | 12 ft. ingress; 12 ft. egress | 25 ft. | 25 ft. | 20 ft. | 15 ft. |
| Mid-Volume | 300 trips | 12 ft. ingress; 2 11 ft. egress* | 25 ft. | 25 ft. | 20 ft. | 15 ft. |
| High Volume | 500 trips | 14 ft. ingress; 4 ft. median; 2 11 ft. egress* | 50 ft. | 30 ft. | 25 ft. | 20 ft. |
| TABLE NOTE: * Only 1 egress shall be required if the access point is configured as a right-in, right-out access. | ||||||
| Table 5.208-9 Access Standards, Urban Areas | ||||||
| Access Type | Maximum peak hour volume | Access Lanes and Lane Widths | Reservoir | Radius Return by Street Functional Classification | ||
| Arterial | Collector | Minor | ||||
| Low Volume | 150 trips | 12 ft. ingress; 12 ft. egress | 25 ft. | 25 ft. | 20 ft. | 15 ft. |
| Mid-Volume | 300 trips | 12 ft. ingress; 2 11 ft. egress* | 25 ft. | 25 ft. | 20 ft. | 15 ft. |
| High Volume | 500 trips | 14 ft. ingress; 4 ft. median; 2 11 ft. egress* | 50 ft. | 30 ft. | 25 ft. | 20 ft. |
| TABLE NOTE: * Only 1 egress shall be required if the access point is configured as a right-in, right-out access. | ||||||
| Table 5.208-9 Access Standards, Urban Areas | ||||||
| Access Type | Maximum peak hour volume | Access Lanes and Lane Widths | Reservoir | Radius Return by Street Functional Classification | ||
| Arterial | Collector | Minor | ||||
| Low Volume | 150 trips | 12 ft. ingress; 12 ft. egress | 25 ft. | 25 ft. | 20 ft. | 15 ft. |
| Mid-Volume | 300 trips | 12 ft. ingress; 2 11 ft. egress* | 25 ft. | 25 ft. | 20 ft. | 15 ft. |
| High Volume | 500 trips | 14 ft. ingress; 4 ft. median; 2 11 ft. egress* | 50 ft. | 30 ft. | 25 ft. | 20 ft. |
| TABLE NOTE: * Only 1 egress shall be required if the access point is configured as a right-in, right-out access. | ||||||
| Table 5.208-9 Access Standards, Urban Areas | ||||||
| Access Type | Maximum peak hour volume | Access Lanes and Lane Widths | Reservoir | Radius Return by Street Functional Classification | ||
| Arterial | Collector | Minor | ||||
| Low Volume | 150 trips | 12 ft. ingress; 12 ft. egress | 25 ft. | 25 ft. | 20 ft. | 15 ft. |
| Mid-Volume | 300 trips | 12 ft. ingress; 2 11 ft. egress* | 25 ft. | 25 ft. | 20 ft. | 15 ft. |
| High Volume | 500 trips | 14 ft. ingress; 4 ft. median; 2 11 ft. egress* | 50 ft. | 30 ft. | 25 ft. | 20 ft. |
| TABLE NOTE: * Only 1 egress shall be required if the access point is configured as a right-in, right-out access. | ||||||
| Figure 5.208-2 Cross Access and Shared Access |
![]() |
| FIGURE NOTES: A = Shared Access | B = Cross Access | C = Closed Temporary Individual Access |
Effective on: 8/9/2022
Effective on: 8/9/2022
| Table 5.210-1 Water Supply Standards | ||||
| District | Quantity (gallons per minute) | Pressure (psi) | Hydrant Spacing (feet) | Minimum Line Size (inches) |
| RS, RP, MH, RM, UU, CN, DT, CG, IL, and IG | 1,000 to 1,500 | 30 | Residential: 600 Nonresidential: 300 | 8 |
| AO | N/A | N/A | N/A | N/A |
| ETJ (no district) | 1,000 to 1,500 | 30 | Residential: 600 Nonresidential: 300 | 8 |
| Table 5.210-1 Water Supply Standards | ||||
| District | Quantity (gallons per minute) | Pressure (psi) | Hydrant Spacing (feet) | Minimum Line Size (inches) |
| RS, RP, MH, RM, UU, CN, DT, CG, IL, and IG | 1,000 to 1,500 | 30 | Residential: 600 Nonresidential: 300 | 8 |
| AO | N/A | N/A | N/A | N/A |
| ETJ (no district) | 1,000 to 1,500 | 30 | Residential: 600 Nonresidential: 300 | 8 |
| Table 5.210-1 Water Supply Standards | ||||
| District | Quantity (gallons per minute) | Pressure (psi) | Hydrant Spacing (feet) | Minimum Line Size (inches) |
| RS, RP, MH, RM, UU, CN, DT, CG, IL, and IG | 1,000 to 1,500 | 30 | Residential: 600 Nonresidential: 300 | 8 |
| AO | N/A | N/A | N/A | N/A |
| ETJ (no district) | 1,000 to 1,500 | 30 | Residential: 600 Nonresidential: 300 | 8 |
| Table 5.210-1 Water Supply Standards | ||||
| District | Quantity (gallons per minute) | Pressure (psi) | Hydrant Spacing (feet) | Minimum Line Size (inches) |
| RS, RP, MH, RM, UU, CN, DT, CG, IL, and IG | 1,000 to 1,500 | 30 | Residential: 600 Nonresidential: 300 | 8 |
| AO | N/A | N/A | N/A | N/A |
| ETJ (no district) | 1,000 to 1,500 | 30 | Residential: 600 Nonresidential: 300 | 8 |
Effective on: 8/9/2022
Responsibility for Payment of On-Site and Off-Site Installation Costs.
Effective on: 8/9/2022
Table 5.212-1 Fee-In-Lieu1 | ||
|---|---|---|
| Jurisdiction | Land Use Type | Fee Per Dwelling Unit |
| Within Edinburg City Limits | Single-Family Residential | $600 |
| Multi-Family Residential | $300 | |
| Within ETJ | Residential | $300 |
TABLE NOTE: 1Rates are based on projected inflationary influences of the cost of the value of real property and reasonable methods for the City of Edinburg and shall be reviewed at least every five years. | ||
Table 5.212-1 Fee-In-Lieu1 | ||
|---|---|---|
| Jurisdiction | Land Use Type | Fee Per Dwelling Unit |
| Within Edinburg City Limits | Single-Family Residential | $600 |
| Multi-Family Residential | $300 | |
| Within ETJ | Residential | $300 |
TABLE NOTE: 1Rates are based on projected inflationary influences of the cost of the value of real property and reasonable methods for the City of Edinburg and shall be reviewed at least every five years. | ||
Table 5.212-1 Fee-In-Lieu1 | ||
|---|---|---|
| Jurisdiction | Land Use Type | Fee Per Dwelling Unit |
| Within Edinburg City Limits | Single-Family Residential | $600 |
| Multi-Family Residential | $300 | |
| Within ETJ | Residential | $300 |
TABLE NOTE: 1Rates are based on projected inflationary influences of the cost of the value of real property and reasonable methods for the City of Edinburg and shall be reviewed at least every five years. | ||
Table 5.212-1 Fee-In-Lieu1 | ||
|---|---|---|
| Jurisdiction | Land Use Type | Fee Per Dwelling Unit |
| Within Edinburg City Limits | Single-Family Residential | $600 |
| Multi-Family Residential | $300 | |
| Within ETJ | Residential | $300 |
TABLE NOTE: 1Rates are based on projected inflationary influences of the cost of the value of real property and reasonable methods for the City of Edinburg and shall be reviewed at least every five years. | ||
Effective on: 8/9/2022
Mapping Criteria. The following shall be used for mapping natural resources or other features of plans:
Effective on: 8/9/2022
Effective on: 8/9/2022
| Figure 5.301-1 Form of Owner's Acknowledgment |
| State of Texas County of Hidalgo I (we) the undersigned, owner(s) of the land shown on this plat, and designated herein as the ________________ Addition of the City of Edinburg, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, watercourses, drains, easements and public places thereon shown for the purpose of consideration therein expressed. ____________________________ Owner State of Texas County of _________________ Before me, the undersigned authority, on this day personally appeared _____________ known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for purposes and considerations therein stated. Given under my hand and seal of office this ____ day of _________, 20__. Notary Public _____________ County, Texas |
| Figure 5.301-2 Form of Surveyor's Certificate |
| State of Texas County of Hidalgo I, (surveyor) , registered professional land surveyor in the state of Texas, do hereby certify that this plat is true and correctly made from an actual survey made on the ground of the property legally described hereon, and that there are no apparent discrepancies, conflicts, overlapping of improvements, visible utility lines or roads in place, except as shown on the accompanying plat, and that the corner monuments shown thereon were properly placed under my supervision in accordance with the subdivision regulations of the City of Edinburg, Texas. Dated this the ___________day of ___________20______ ____________________________ Registered professional surveyor (seal) No. ________________ State of Texas |
| Figure 5.301-3 Form of Engineer's Certificate |
| State of Texas County of Hidalgo I, the undersigned, a registered professional engineer in the State of Texas, hereby certify that proper engineering consideration has been given to this plat. I certify that the water and sewer service facilities for lots intended for residential purposes described above are in compliance with the Model Rules adopted under Section 16.343, Water Code. The estimated cost to install unconstructed water and sewage facilities described above are as follows: Water facilities: These facilities will be constructed. Sewage facilities: (Sewer service connection/Installation of septic systems) are estimated to cost $________.________ per lot (all inclusive), for a total of $________.________ for the subdivision. The subdivider has paid a total of $_________ to _________ to cover the cost of (sewer service connection/installation of septic systems). Dated this the ___________day of ___________20______ ____________________________ Registered professional engineer (seal) No. ________________ State of Texas |
| Figure 5.301-4 Form of Administrator's Certificate |
| State of Texas County of Hidalgo I, _____________, Administrator of the City of Edinburg, Texas do hereby certify this minor subdivision plat known as _______________ conforms to all subdivision requirements of this City wherein my approval is required and has been approved for recording on this the _________ day of _________, 20____with the County Clerk of Hidalgo County, Texas. ________________________________ Administrator |
| Figure 5.301-5 Private Subdivision Disclaimer |
"The streets, as reflected upon the subdivision plat, have not been dedicated to the public for public access nor have been accepted by the City as public improvements, and the streets, street lights, traffic control devices, sidewalks and other improvements shall be maintained by the homeowners’ association within the subdivision. The streets shall always be open to emergency vehicles, public and private utility service personnel, the U.S. Postal Service and governmental employees in pursuit of their official duties."
"We, the undersigned owners of the land shown on this plat and designated herein as (Subdivision) do hereby grant an easement to the City of Edinburg and those who may now or hereafter hold franchise under said city. The streets, street lights, traffic control devices, sidewalks and other improvements and easements thereon shown, surface use of the street and alleys is restricted to the employees or agents of the City of Edinburg. Employees of utilities operating under franchise to the City of Edinburg and residents of the subdivision and their guests."
"The owners of lots served by the private streets, alleys, and access easements within this Plat agree to release, indemnify, defend and hold harmless any governmental entity for damages to the private streets, alleys, and access easements occasioned by the reasonable use thereof by the government entity for governmental purposes, and to release, indemnify, defend and hold harmless any governmental entity for damages arising from the condition of the private streets, alleys, or private access easements. The maintenance of private street signs shall not be the responsibility of the City of Edinburg." |
Effective on: 8/9/2022
Effective on: 8/9/2022
Effective on: 8/9/2022
Subdivision Standards
Effective on: 8/9/2022
Effective on: 8/9/2022
Engineering Standards Manual.
Effective on: 8/9/2022
Street Design Objectives. New streets shall be designed to achieve the following objectives:
Figure 5.202-1, Street Connectivity and Access Points | |
|---|---|
| Lower Connectivity | Higher Connectivity |
![]() | ![]() |
Figure 5.202-1, Street Connectivity and Access Points | |
|---|---|
| Lower Connectivity | Higher Connectivity |
![]() | ![]() |
Figure 5.202-1, Street Connectivity and Access Points | |
|---|---|
| Lower Connectivity | Higher Connectivity |
![]() | ![]() |
Figure 5.202-1, Street Connectivity and Access Points | |
|---|---|
| Lower Connectivity | Higher Connectivity |
![]() | ![]() |
Areawide Conceptual Circulation Plan.
Functional Classification.
Private Roads. Private roads shall be permitted in accordance with this Section.
The surface of the island is landscaped or covered with decorative pavers;
Landscaping or other elements located in the island do not interfere with the standards in Subsection K, Sight Distance Requirements, below;
The island has a minimum radius of six feet and a maximum radius of 10 feet measured to the back of the curb; and
The island is owned and maintained by a homeowners' association.
Alleys.
Intersections and Street Offsets.
| Figure 5.202-2 Prohibited Street Angle |
|---|
![]() |
Traffic Calming.
| Figure 5.202-3 Traffic Calming Measures | |
|---|---|
![]() Intersection Throttling Curbs | ![]() Islands at intersections |
Pavement Changes |
Elevated Pedestrian Crossings |
![]() Intersection Diverter | ![]() Interruptions in Parking Lanes |
![]() Altering of the curve radii to preserve large trees | ![]() Pavement Color Change |
![]() Pavement Material Change | |
Required sight distance triangle. Within the triangular area formed by the right-of-way lines of intersecting streets and a line connecting points 25 feet on either side of such intersecting rights-of-way, including triangles formed from centerlines of driveways, there shall be clear space and no obstruction to vision.
| Figure 5.202-4 Site Distance Triangle |
|---|
![]() |
Effective on: 8/9/2022
Table 5.203-1 Right-of-Way Widths1 | ||||
|---|---|---|---|---|
| Road Classification | Minimum Right-of-Way Width Required (A) | Minimum Pavement Width Required2 (B) | Lanes (C) | Sidewalks (width and sides of street) (D) |
| Principal Arterial | 120 feet | 81 feet | 5 including center | 5 feet / Both |
| Minor Arterial | 100 feet | 64 feet | 5 including center | 5 feet / Both |
| Collector | 80 feet | 57 feet | 3 including center | 5 feet / Both |
| Residential Collector3 | 60 feet | 43 feet | 2 | 5 feet / Both |
| Minor Street | 50 feet / 60 feet | 32 feet / 36 feet | 2 | 5 feet / Both |
| Alleys | 20 feet | 18 feet | -- | -- |
TABLE NOTES: 1Refer to the City Standards Manual Street Details for more information. 2From back-of-curb to back-of-curb. 3Multi-family subdivisions shall be required to comply with residential collector street standards except that internal streets may have a minimum right-of-way width of 50 feet, a minimum pavement width of 40 feet, and shall require easements that are 10 feet in width on both sides of the street for utilities and sidewalks. Streets on the perimeter of the development are not eligible for this reduction. | ||||
Table 5.203-1 Right-of-Way Widths1 | ||||
|---|---|---|---|---|
| Road Classification | Minimum Right-of-Way Width Required (A) | Minimum Pavement Width Required2 (B) | Lanes (C) | Sidewalks (width and sides of street) (D) |
| Principal Arterial | 120 feet | 81 feet | 5 including center | 5 feet / Both |
| Minor Arterial | 100 feet | 64 feet | 5 including center | 5 feet / Both |
| Collector | 80 feet | 57 feet | 3 including center | 5 feet / Both |
| Residential Collector3 | 60 feet | 43 feet | 2 | 5 feet / Both |
| Minor Street | 50 feet / 60 feet | 32 feet / 36 feet | 2 | 5 feet / Both |
| Alleys | 20 feet | 18 feet | -- | -- |
TABLE NOTES: 1Refer to the City Standards Manual Street Details for more information. 2From back-of-curb to back-of-curb. 3Multi-family subdivisions shall be required to comply with residential collector street standards except that internal streets may have a minimum right-of-way width of 50 feet, a minimum pavement width of 40 feet, and shall require easements that are 10 feet in width on both sides of the street for utilities and sidewalks. Streets on the perimeter of the development are not eligible for this reduction. | ||||
Table 5.203-1 Right-of-Way Widths1 | ||||
|---|---|---|---|---|
| Road Classification | Minimum Right-of-Way Width Required (A) | Minimum Pavement Width Required2 (B) | Lanes (C) | Sidewalks (width and sides of street) (D) |
| Principal Arterial | 120 feet | 81 feet | 5 including center | 5 feet / Both |
| Minor Arterial | 100 feet | 64 feet | 5 including center | 5 feet / Both |
| Collector | 80 feet | 57 feet | 3 including center | 5 feet / Both |
| Residential Collector3 | 60 feet | 43 feet | 2 | 5 feet / Both |
| Minor Street | 50 feet / 60 feet | 32 feet / 36 feet | 2 | 5 feet / Both |
| Alleys | 20 feet | 18 feet | -- | -- |
TABLE NOTES: 1Refer to the City Standards Manual Street Details for more information. 2From back-of-curb to back-of-curb. 3Multi-family subdivisions shall be required to comply with residential collector street standards except that internal streets may have a minimum right-of-way width of 50 feet, a minimum pavement width of 40 feet, and shall require easements that are 10 feet in width on both sides of the street for utilities and sidewalks. Streets on the perimeter of the development are not eligible for this reduction. | ||||
Table 5.203-1 Right-of-Way Widths1 | ||||
|---|---|---|---|---|
| Road Classification | Minimum Right-of-Way Width Required (A) | Minimum Pavement Width Required2 (B) | Lanes (C) | Sidewalks (width and sides of street) (D) |
| Principal Arterial | 120 feet | 81 feet | 5 including center | 5 feet / Both |
| Minor Arterial | 100 feet | 64 feet | 5 including center | 5 feet / Both |
| Collector | 80 feet | 57 feet | 3 including center | 5 feet / Both |
| Residential Collector3 | 60 feet | 43 feet | 2 | 5 feet / Both |
| Minor Street | 50 feet / 60 feet | 32 feet / 36 feet | 2 | 5 feet / Both |
| Alleys | 20 feet | 18 feet | -- | -- |
TABLE NOTES: 1Refer to the City Standards Manual Street Details for more information. 2From back-of-curb to back-of-curb. 3Multi-family subdivisions shall be required to comply with residential collector street standards except that internal streets may have a minimum right-of-way width of 50 feet, a minimum pavement width of 40 feet, and shall require easements that are 10 feet in width on both sides of the street for utilities and sidewalks. Streets on the perimeter of the development are not eligible for this reduction. | ||||
Figure 5.203-1 Sample Right-of-Way Cross-Section |
|---|
![]() |
Figure 5.203-1 Sample Right-of-Way Cross-Section |
|---|
![]() |
Figure 5.203-1 Sample Right-of-Way Cross-Section |
|---|
![]() |
Figure 5.203-1 Sample Right-of-Way Cross-Section |
|---|
![]() |
Effective on: 8/9/2022
Effective on: 8/9/2022
Table 5.205-1 Street Lighting Standards | |||
|---|---|---|---|
| Street Type | Fixture Type | Minimum Spacing | Maximum Spacing |
| Arterial | High-pressure sodium vapor or light-emitting diode | 200 feet | 250 feet |
| Collector | High-pressure sodium vapor or light-emitting diode | 250 feet | 300 feet |
| Minor Residential, Option 1 | High-pressure sodium vapor or light-emitting diode | N/A | 300 feet |
| Minor Residential, Option 2 | High-pressure sodium vapor or light-emitting diode | 250 feet | 300 feet |
Table 5.205-1 Street Lighting Standards | |||
|---|---|---|---|
| Street Type | Fixture Type | Minimum Spacing | Maximum Spacing |
| Arterial | High-pressure sodium vapor or light-emitting diode | 200 feet | 250 feet |
| Collector | High-pressure sodium vapor or light-emitting diode | 250 feet | 300 feet |
| Minor Residential, Option 1 | High-pressure sodium vapor or light-emitting diode | N/A | 300 feet |
| Minor Residential, Option 2 | High-pressure sodium vapor or light-emitting diode | 250 feet | 300 feet |
Table 5.205-1 Street Lighting Standards | |||
|---|---|---|---|
| Street Type | Fixture Type | Minimum Spacing | Maximum Spacing |
| Arterial | High-pressure sodium vapor or light-emitting diode | 200 feet | 250 feet |
| Collector | High-pressure sodium vapor or light-emitting diode | 250 feet | 300 feet |
| Minor Residential, Option 1 | High-pressure sodium vapor or light-emitting diode | N/A | 300 feet |
| Minor Residential, Option 2 | High-pressure sodium vapor or light-emitting diode | 250 feet | 300 feet |
Table 5.205-1 Street Lighting Standards | |||
|---|---|---|---|
| Street Type | Fixture Type | Minimum Spacing | Maximum Spacing |
| Arterial | High-pressure sodium vapor or light-emitting diode | 200 feet | 250 feet |
| Collector | High-pressure sodium vapor or light-emitting diode | 250 feet | 300 feet |
| Minor Residential, Option 1 | High-pressure sodium vapor or light-emitting diode | N/A | 300 feet |
| Minor Residential, Option 2 | High-pressure sodium vapor or light-emitting diode | 250 feet | 300 feet |
Effective on: 8/9/2022
| Figure 5.206-1 Block Length |
|---|
![]() |
| Figure 5.206-1 Block Length |
|---|
![]() |
| Figure 5.206-1 Block Length |
|---|
![]() |
| Figure 5.206-1 Block Length |
|---|
![]() |
Nonresidential Blocks. Blocks for commercial and industrial areas may vary from the elements of design contained in this Section if the nature of the use requires other treatment. See Figure 5.206-2, Nonresidential Blocks. In such cases, safe and convenient access to the street system shall be required. Space for off-street parking may also require similar access for employees and customers. Extension of streets and utilities shall be provided, as necessary.
| Figure 5.206-2 Nonresidential Blocks |
|---|
![]() |
Block or Cul-De-Sac Length Alternative Compliance. The maximum length of blocks or cul-de-sacs is set to provide connectivity between adjoining parcels as they develop separately over time. There are conditions that can exist that warrant longer lengths. Any modulation of the lengths shall meet the criteria below. Maximums shall not exceed those in Paragraphs 2 and 3 below, as measured on both sides of the street.
Intersections. Intersections may be permitted closer than the 300-foot centerline distances where:
Effective on: 8/9/2022
| Figure 5.206-1 Double Frontage Lot |
|---|
![]() |
| Figure 5.206-1 Double Frontage Lot |
|---|
![]() |
| Figure 5.206-1 Double Frontage Lot |
|---|
![]() |
| Figure 5.206-1 Double Frontage Lot |
|---|
![]() |
Panhandle Lots. Panhandle lots are generally prohibited because they increase the number of curb cuts on arterial or collector streets. However, conditions may exist where panhandle lots are reasonable and acceptable. These conditions are set forth below and illustrated in Figure 5.206-2, Panhandle Lot Conditions. If permitted, all panhandle lots shall allow access for public safety vehicles and providers of public utilities or related public services.
| Figure 5.206-2 Panhandle Lot Conditions |
|---|
![]() |
| Figure 5.206-2 Panhandle Lot Conditions |
|---|
![]() |
| Figure 5.206-2 Panhandle Lot Conditions |
|---|
![]() |
| Figure 5.206-2 Panhandle Lot Conditions |
|---|
![]() |
| Figure 5.206-3 Construction Envelope |
|---|
![]() |
| Figure 5.206-3 Construction Envelope |
|---|
![]() |
| Figure 5.206-3 Construction Envelope |
|---|
![]() |
| Figure 5.206-3 Construction Envelope |
|---|
![]() |
| Figure 5.206-4 Conservation, Natural Resources, or Open Space |
|---|
![]() |
| Figure 5.206-5 Curvilinear Streets |
|---|
![]() |
| Figure 5.206-5 Curvilinear Streets |
|---|
![]() |
| Figure 5.206-5 Curvilinear Streets |
|---|
![]() |
| Figure 5.206-5 Curvilinear Streets |
|---|
![]() |
| Figure 5.206-6 Large Lots |
|---|
![]() |
| Figure 5.206-6 Large Lots |
|---|
![]() |
| Figure 5.206-6 Large Lots |
|---|
![]() |
| Figure 5.206-6 Large Lots |
|---|
![]() |
Effective on: 8/9/2022
Effective on: 8/9/2022
| Table 5.208-1 Compliance with Access Management Regulations | |||
| Land Use | Situation | Objective | Method of Compliance |
| Single- Family, Duplex, or Twin Home | Individual lot seeks direct connection to arterial or collector street. | Prevent direct access to thoroughfares. | Avoid connection to arterial or collector street. If no other access is feasible, investigate alternative use. If no other use is feasible, City Engineer may approve connection if driveway is designed so that vehicles do not back out into traffic. |
| All Uses Other than Single- Family, Duplex, or Twin Home | Lot proposed for development abuts lots that are built, have individual access connections, and do not comply with spacing requirements. | Allow reasonable access for existing lots, but consolidate access at the first available opportunity. | Existing access may be maintained, but if thresholds of Subsection D. are met, then compliance with the common and cross-access provisions of this Section is required. If there is no existing access, then temporary access may be created upon demonstration of compliance with the common and cross-access provisions of this Section. |
| Lot proposed for development is to be subdivided into several commercial lots. | Ensure that new subdivisions do not frustrate the City's access management objectives. | Lots are created with the minimum frontage required by this Section and meet this Section's access spacing and corner clearance standards; or subdivider provides for common access. | |
| Existing lot proposed for development does not conform to the minimum arterial frontage requirements of this Section and at least one abutting lot under separate ownership is not developed. | Allow reasonable access for an existing lot, and ensure that future development will have shared or cross access as necessary to ensure compliance with this Section. | Provide access in compliance with the access spacing and corner clearance standards of this Section and provide for future common access and cross access as will ensure implementation of such standards as provided in this Section. | |
| Lot proposed for development abuts another lot under common ownership. | Ensure that development of commonly owned property does not frustrate City's access management objectives. | Lots are consolidated, if necessary, to meet the minimum arterial frontage and access spacing and corner clearance standards of this Section; or the applicant provides for common or cross access that meets the requirements of this Section. | |
| Lot proposed for development abuts another lot that has recorded a common or cross access covenant. | Ensure that recorded common access and cross-access covenants are carried out. | Common access or internal cross access is provided as set out in the recorded document. If the common access point would prevent an adjacent undeveloped lot from complying with this Section, then a covenant to provide common or cross access shall be provided as set out in this Section. | |
| Table 5.208-1 Compliance with Access Management Regulations | |||
| Land Use | Situation | Objective | Method of Compliance |
| Single- Family, Duplex, or Twin Home | Individual lot seeks direct connection to arterial or collector street. | Prevent direct access to thoroughfares. | Avoid connection to arterial or collector street. If no other access is feasible, investigate alternative use. If no other use is feasible, City Engineer may approve connection if driveway is designed so that vehicles do not back out into traffic. |
| All Uses Other than Single- Family, Duplex, or Twin Home | Lot proposed for development abuts lots that are built, have individual access connections, and do not comply with spacing requirements. | Allow reasonable access for existing lots, but consolidate access at the first available opportunity. | Existing access may be maintained, but if thresholds of Subsection D. are met, then compliance with the common and cross-access provisions of this Section is required. If there is no existing access, then temporary access may be created upon demonstration of compliance with the common and cross-access provisions of this Section. |
| Lot proposed for development is to be subdivided into several commercial lots. | Ensure that new subdivisions do not frustrate the City's access management objectives. | Lots are created with the minimum frontage required by this Section and meet this Section's access spacing and corner clearance standards; or subdivider provides for common access. | |
| Existing lot proposed for development does not conform to the minimum arterial frontage requirements of this Section and at least one abutting lot under separate ownership is not developed. | Allow reasonable access for an existing lot, and ensure that future development will have shared or cross access as necessary to ensure compliance with this Section. | Provide access in compliance with the access spacing and corner clearance standards of this Section and provide for future common access and cross access as will ensure implementation of such standards as provided in this Section. | |
| Lot proposed for development abuts another lot under common ownership. | Ensure that development of commonly owned property does not frustrate City's access management objectives. | Lots are consolidated, if necessary, to meet the minimum arterial frontage and access spacing and corner clearance standards of this Section; or the applicant provides for common or cross access that meets the requirements of this Section. | |
| Lot proposed for development abuts another lot that has recorded a common or cross access covenant. | Ensure that recorded common access and cross-access covenants are carried out. | Common access or internal cross access is provided as set out in the recorded document. If the common access point would prevent an adjacent undeveloped lot from complying with this Section, then a covenant to provide common or cross access shall be provided as set out in this Section. | |
| Table 5.208-1 Compliance with Access Management Regulations | |||
| Land Use | Situation | Objective | Method of Compliance |
| Single- Family, Duplex, or Twin Home | Individual lot seeks direct connection to arterial or collector street. | Prevent direct access to thoroughfares. | Avoid connection to arterial or collector street. If no other access is feasible, investigate alternative use. If no other use is feasible, City Engineer may approve connection if driveway is designed so that vehicles do not back out into traffic. |
| All Uses Other than Single- Family, Duplex, or Twin Home | Lot proposed for development abuts lots that are built, have individual access connections, and do not comply with spacing requirements. | Allow reasonable access for existing lots, but consolidate access at the first available opportunity. | Existing access may be maintained, but if thresholds of Subsection D. are met, then compliance with the common and cross-access provisions of this Section is required. If there is no existing access, then temporary access may be created upon demonstration of compliance with the common and cross-access provisions of this Section. |
| Lot proposed for development is to be subdivided into several commercial lots. | Ensure that new subdivisions do not frustrate the City's access management objectives. | Lots are created with the minimum frontage required by this Section and meet this Section's access spacing and corner clearance standards; or subdivider provides for common access. | |
| Existing lot proposed for development does not conform to the minimum arterial frontage requirements of this Section and at least one abutting lot under separate ownership is not developed. | Allow reasonable access for an existing lot, and ensure that future development will have shared or cross access as necessary to ensure compliance with this Section. | Provide access in compliance with the access spacing and corner clearance standards of this Section and provide for future common access and cross access as will ensure implementation of such standards as provided in this Section. | |
| Lot proposed for development abuts another lot under common ownership. | Ensure that development of commonly owned property does not frustrate City's access management objectives. | Lots are consolidated, if necessary, to meet the minimum arterial frontage and access spacing and corner clearance standards of this Section; or the applicant provides for common or cross access that meets the requirements of this Section. | |
| Lot proposed for development abuts another lot that has recorded a common or cross access covenant. | Ensure that recorded common access and cross-access covenants are carried out. | Common access or internal cross access is provided as set out in the recorded document. If the common access point would prevent an adjacent undeveloped lot from complying with this Section, then a covenant to provide common or cross access shall be provided as set out in this Section. | |
| Table 5.208-1 Compliance with Access Management Regulations | |||
| Land Use | Situation | Objective | Method of Compliance |
| Single- Family, Duplex, or Twin Home | Individual lot seeks direct connection to arterial or collector street. | Prevent direct access to thoroughfares. | Avoid connection to arterial or collector street. If no other access is feasible, investigate alternative use. If no other use is feasible, City Engineer may approve connection if driveway is designed so that vehicles do not back out into traffic. |
| All Uses Other than Single- Family, Duplex, or Twin Home | Lot proposed for development abuts lots that are built, have individual access connections, and do not comply with spacing requirements. | Allow reasonable access for existing lots, but consolidate access at the first available opportunity. | Existing access may be maintained, but if thresholds of Subsection D. are met, then compliance with the common and cross-access provisions of this Section is required. If there is no existing access, then temporary access may be created upon demonstration of compliance with the common and cross-access provisions of this Section. |
| Lot proposed for development is to be subdivided into several commercial lots. | Ensure that new subdivisions do not frustrate the City's access management objectives. | Lots are created with the minimum frontage required by this Section and meet this Section's access spacing and corner clearance standards; or subdivider provides for common access. | |
| Existing lot proposed for development does not conform to the minimum arterial frontage requirements of this Section and at least one abutting lot under separate ownership is not developed. | Allow reasonable access for an existing lot, and ensure that future development will have shared or cross access as necessary to ensure compliance with this Section. | Provide access in compliance with the access spacing and corner clearance standards of this Section and provide for future common access and cross access as will ensure implementation of such standards as provided in this Section. | |
| Lot proposed for development abuts another lot under common ownership. | Ensure that development of commonly owned property does not frustrate City's access management objectives. | Lots are consolidated, if necessary, to meet the minimum arterial frontage and access spacing and corner clearance standards of this Section; or the applicant provides for common or cross access that meets the requirements of this Section. | |
| Lot proposed for development abuts another lot that has recorded a common or cross access covenant. | Ensure that recorded common access and cross-access covenants are carried out. | Common access or internal cross access is provided as set out in the recorded document. If the common access point would prevent an adjacent undeveloped lot from complying with this Section, then a covenant to provide common or cross access shall be provided as set out in this Section. | |
| Table 5.208-2 Minimum Arterial Lot Frontage | |
| Posted Speed Limit (mph) | Minimum Connection Spacing (ft.) |
| ≤ 30 | 225 |
| 35 | 275 |
| 40 | 330 |
| 45 | 385 |
| ≥ 50 | 450 |
| Table 5.208-2 Minimum Arterial Lot Frontage | |
| Posted Speed Limit (mph) | Minimum Connection Spacing (ft.) |
| ≤ 30 | 225 |
| 35 | 275 |
| 40 | 330 |
| 45 | 385 |
| ≥ 50 | 450 |
| Table 5.208-2 Minimum Arterial Lot Frontage | |
| Posted Speed Limit (mph) | Minimum Connection Spacing (ft.) |
| ≤ 30 | 225 |
| 35 | 275 |
| 40 | 330 |
| 45 | 385 |
| ≥ 50 | 450 |
| Table 5.208-2 Minimum Arterial Lot Frontage | |
| Posted Speed Limit (mph) | Minimum Connection Spacing (ft.) |
| ≤ 30 | 225 |
| 35 | 275 |
| 40 | 330 |
| 45 | 385 |
| ≥ 50 | 450 |
| Table 5.208-3 Access Spacing, Minor Streets and Collectors | |
| Street Classification of Abutting Lot Frontage | Minimum Connection Spacing (ft.) |
| Residential Driveways | |
| Minor Street | 30 |
| Collector Street | 30 |
| Commercial, Recreation, and Institutional Driveways | |
| Minor Street | 30 |
| Collector Street | 75 |
| Industrial Driveways | |
| Minor Street | 40 |
| Collector Street | 75 |
| Table 5.208-3 Access Spacing, Minor Streets and Collectors | |
| Street Classification of Abutting Lot Frontage | Minimum Connection Spacing (ft.) |
| Residential Driveways | |
| Minor Street | 30 |
| Collector Street | 30 |
| Commercial, Recreation, and Institutional Driveways | |
| Minor Street | 30 |
| Collector Street | 75 |
| Industrial Driveways | |
| Minor Street | 40 |
| Collector Street | 75 |
| Table 5.208-3 Access Spacing, Minor Streets and Collectors | |
| Street Classification of Abutting Lot Frontage | Minimum Connection Spacing (ft.) |
| Residential Driveways | |
| Minor Street | 30 |
| Collector Street | 30 |
| Commercial, Recreation, and Institutional Driveways | |
| Minor Street | 30 |
| Collector Street | 75 |
| Industrial Driveways | |
| Minor Street | 40 |
| Collector Street | 75 |
| Table 5.208-3 Access Spacing, Minor Streets and Collectors | |
| Street Classification of Abutting Lot Frontage | Minimum Connection Spacing (ft.) |
| Residential Driveways | |
| Minor Street | 30 |
| Collector Street | 30 |
| Commercial, Recreation, and Institutional Driveways | |
| Minor Street | 30 |
| Collector Street | 75 |
| Industrial Driveways | |
| Minor Street | 40 |
| Collector Street | 75 |
| Table 5.208-4 Access Spacing, Arterials | |
| Posted Speed Limit (mph) | Minimum Connection Spacing (ft.) |
| ≤ 30 | 200 |
| 35 | 250 |
| 40 | 305 |
| 45 | 360 |
| ≥ 50 | 425 |
| Table 5.208-4 Access Spacing, Arterials | |
| Posted Speed Limit (mph) | Minimum Connection Spacing (ft.) |
| ≤ 30 | 200 |
| 35 | 250 |
| 40 | 305 |
| 45 | 360 |
| ≥ 50 | 425 |
| Table 5.208-4 Access Spacing, Arterials | |
| Posted Speed Limit (mph) | Minimum Connection Spacing (ft.) |
| ≤ 30 | 200 |
| 35 | 250 |
| 40 | 305 |
| 45 | 360 |
| ≥ 50 | 425 |
| Table 5.208-4 Access Spacing, Arterials | |
| Posted Speed Limit (mph) | Minimum Connection Spacing (ft.) |
| ≤ 30 | 200 |
| 35 | 250 |
| 40 | 305 |
| 45 | 360 |
| ≥ 50 | 425 |
| Table 5.208-5 Access Spacing, Frontage Roads | ||
| Minimum Connection Spacing (ft.) | ||
| Posted Speed (mph) | One-Way Frontage Roads | Two-Way Frontage Roads |
| ≤ 30 | 200 | 200 |
| 35 | 250 | 300 |
| 40 | 305 | 360 |
| 45 | 360 | 435 |
| ≥ 50 | 425 | 510 |
| Table 5.208-5 Access Spacing, Frontage Roads | ||
| Minimum Connection Spacing (ft.) | ||
| Posted Speed (mph) | One-Way Frontage Roads | Two-Way Frontage Roads |
| ≤ 30 | 200 | 200 |
| 35 | 250 | 300 |
| 40 | 305 | 360 |
| 45 | 360 | 435 |
| ≥ 50 | 425 | 510 |
| Table 5.208-5 Access Spacing, Frontage Roads | ||
| Minimum Connection Spacing (ft.) | ||
| Posted Speed (mph) | One-Way Frontage Roads | Two-Way Frontage Roads |
| ≤ 30 | 200 | 200 |
| 35 | 250 | 300 |
| 40 | 305 | 360 |
| 45 | 360 | 435 |
| ≥ 50 | 425 | 510 |
| Table 5.208-5 Access Spacing, Frontage Roads | ||
| Minimum Connection Spacing (ft.) | ||
| Posted Speed (mph) | One-Way Frontage Roads | Two-Way Frontage Roads |
| ≤ 30 | 200 | 200 |
| 35 | 250 | 300 |
| 40 | 305 | 360 |
| 45 | 360 | 435 |
| ≥ 50 | 425 | 510 |
| Figure 5.208-1 Measurement of Access Connection Spacing |
![]() |
| Figure Notes: A = Access connection packing | B = Edge of Pavement |
| Table 5.208-6 Corner Clearance, City Streets | |||
| Street Classification | Intersecting Street Classification | Minimum Corner Clearance | |
| Street | Intersecting Street | ||
| Residential Driveways | |||
| Minor | Minor | 30 feet | 30 feet |
| Minor | Collector | 30 feet | 30 feet1 |
| Collector | Collector | 30 feet1 | 30 feet1 |
| Arterial | Minor | Restricted | 75 feet |
| Arterial | Collector | Restricted | 75 feet1 |
| Arterial | Arterial | Restricted | Restricted |
| Commercial and Industrial Driveways | |||
| Minor | Minor | 30 feet | 30 feet |
| Minor | Collector | 30 feet | 30 feet |
| Collector | Collector | 75 feet | 75 feet |
| Arterial | Minor | 125 feet2 | 75 feet |
| Arterial | Collector | 125 feet2 | 75 feet |
| Arterial | Arterial | 125 feet2 | 125 feet2 |
| Table 5.208-6 Corner Clearance, City Streets | |||
| Street Classification | Intersecting Street Classification | Minimum Corner Clearance | |
| Street | Intersecting Street | ||
| Residential Driveways | |||
| Minor | Minor | 30 feet | 30 feet |
| Minor | Collector | 30 feet | 30 feet1 |
| Collector | Collector | 30 feet1 | 30 feet1 |
| Arterial | Minor | Restricted | 75 feet |
| Arterial | Collector | Restricted | 75 feet1 |
| Arterial | Arterial | Restricted | Restricted |
| Commercial and Industrial Driveways | |||
| Minor | Minor | 30 feet | 30 feet |
| Minor | Collector | 30 feet | 30 feet |
| Collector | Collector | 75 feet | 75 feet |
| Arterial | Minor | 125 feet2 | 75 feet |
| Arterial | Collector | 125 feet2 | 75 feet |
| Arterial | Arterial | 125 feet2 | 125 feet2 |
| Table 5.208-6 Corner Clearance, City Streets | |||
| Street Classification | Intersecting Street Classification | Minimum Corner Clearance | |
| Street | Intersecting Street | ||
| Residential Driveways | |||
| Minor | Minor | 30 feet | 30 feet |
| Minor | Collector | 30 feet | 30 feet1 |
| Collector | Collector | 30 feet1 | 30 feet1 |
| Arterial | Minor | Restricted | 75 feet |
| Arterial | Collector | Restricted | 75 feet1 |
| Arterial | Arterial | Restricted | Restricted |
| Commercial and Industrial Driveways | |||
| Minor | Minor | 30 feet | 30 feet |
| Minor | Collector | 30 feet | 30 feet |
| Collector | Collector | 75 feet | 75 feet |
| Arterial | Minor | 125 feet2 | 75 feet |
| Arterial | Collector | 125 feet2 | 75 feet |
| Arterial | Arterial | 125 feet2 | 125 feet2 |
| Table 5.208-6 Corner Clearance, City Streets | |||
| Street Classification | Intersecting Street Classification | Minimum Corner Clearance | |
| Street | Intersecting Street | ||
| Residential Driveways | |||
| Minor | Minor | 30 feet | 30 feet |
| Minor | Collector | 30 feet | 30 feet1 |
| Collector | Collector | 30 feet1 | 30 feet1 |
| Arterial | Minor | Restricted | 75 feet |
| Arterial | Collector | Restricted | 75 feet1 |
| Arterial | Arterial | Restricted | Restricted |
| Commercial and Industrial Driveways | |||
| Minor | Minor | 30 feet | 30 feet |
| Minor | Collector | 30 feet | 30 feet |
| Collector | Collector | 75 feet | 75 feet |
| Arterial | Minor | 125 feet2 | 75 feet |
| Arterial | Collector | 125 feet2 | 75 feet |
| Arterial | Arterial | 125 feet2 | 125 feet2 |
| Table 5.208-7 Maximum Width of Access | ||
| Use Classification | Standard | Maximum Access Width (ft.) |
| Single-Family Residential | One-car garage (max. width) | 12 |
| Two-car garage (max. width) | 22 | |
| Three-car garage (max. width) | 25 | |
| Twin Home and Duplex | Two, one-car garages (max. width) | 24 |
| Two, two-car garages (max. width) | 40 | |
| Table 5.208-7 Maximum Width of Access | ||
| Use Classification | Standard | Maximum Access Width (ft.) |
| Single-Family Residential | One-car garage (max. width) | 12 |
| Two-car garage (max. width) | 22 | |
| Three-car garage (max. width) | 25 | |
| Twin Home and Duplex | Two, one-car garages (max. width) | 24 |
| Two, two-car garages (max. width) | 40 | |
| Table 5.208-7 Maximum Width of Access | ||
| Use Classification | Standard | Maximum Access Width (ft.) |
| Single-Family Residential | One-car garage (max. width) | 12 |
| Two-car garage (max. width) | 22 | |
| Three-car garage (max. width) | 25 | |
| Twin Home and Duplex | Two, one-car garages (max. width) | 24 |
| Two, two-car garages (max. width) | 40 | |
| Table 5.208-7 Maximum Width of Access | ||
| Use Classification | Standard | Maximum Access Width (ft.) |
| Single-Family Residential | One-car garage (max. width) | 12 |
| Two-car garage (max. width) | 22 | |
| Three-car garage (max. width) | 25 | |
| Twin Home and Duplex | Two, one-car garages (max. width) | 24 |
| Two, two-car garages (max. width) | 40 | |
| Table 5.208-8 Access Standards, General | ||||||
| Access Type | Maximum peak hour volume | Access Lanes and Lane Widths | Reservoir | Radius Return by Street Functional Classification | ||
| Arterial | Collector | Minor | ||||
| Low Volume | 50 trips | 12 ft. ingress; 12 ft. egress | 25 ft. | 30 ft. | 20 ft. | 15 ft. |
| Mid-Volume | 200 trips | 14 ft. ingress; 4 ft. median; 2 12 ft. egress* | 50 ft. | 30 ft. | 20 ft. | 15 ft. |
| High Volume | 500 trips | 14 ft. ingress; 4 ft. median; 2 12 ft. egress* | 100 ft. | 35 ft. | 30 ft. | 20 ft. |
TABLE NOTE: * Only 1 egress shall be required if the access point is configured as a right-in, right-out access. | ||||||
| Table 5.208-8 Access Standards, General | ||||||
| Access Type | Maximum peak hour volume | Access Lanes and Lane Widths | Reservoir | Radius Return by Street Functional Classification | ||
| Arterial | Collector | Minor | ||||
| Low Volume | 50 trips | 12 ft. ingress; 12 ft. egress | 25 ft. | 30 ft. | 20 ft. | 15 ft. |
| Mid-Volume | 200 trips | 14 ft. ingress; 4 ft. median; 2 12 ft. egress* | 50 ft. | 30 ft. | 20 ft. | 15 ft. |
| High Volume | 500 trips | 14 ft. ingress; 4 ft. median; 2 12 ft. egress* | 100 ft. | 35 ft. | 30 ft. | 20 ft. |
TABLE NOTE: * Only 1 egress shall be required if the access point is configured as a right-in, right-out access. | ||||||
| Table 5.208-8 Access Standards, General | ||||||
| Access Type | Maximum peak hour volume | Access Lanes and Lane Widths | Reservoir | Radius Return by Street Functional Classification | ||
| Arterial | Collector | Minor | ||||
| Low Volume | 50 trips | 12 ft. ingress; 12 ft. egress | 25 ft. | 30 ft. | 20 ft. | 15 ft. |
| Mid-Volume | 200 trips | 14 ft. ingress; 4 ft. median; 2 12 ft. egress* | 50 ft. | 30 ft. | 20 ft. | 15 ft. |
| High Volume | 500 trips | 14 ft. ingress; 4 ft. median; 2 12 ft. egress* | 100 ft. | 35 ft. | 30 ft. | 20 ft. |
TABLE NOTE: * Only 1 egress shall be required if the access point is configured as a right-in, right-out access. | ||||||
| Table 5.208-8 Access Standards, General | ||||||
| Access Type | Maximum peak hour volume | Access Lanes and Lane Widths | Reservoir | Radius Return by Street Functional Classification | ||
| Arterial | Collector | Minor | ||||
| Low Volume | 50 trips | 12 ft. ingress; 12 ft. egress | 25 ft. | 30 ft. | 20 ft. | 15 ft. |
| Mid-Volume | 200 trips | 14 ft. ingress; 4 ft. median; 2 12 ft. egress* | 50 ft. | 30 ft. | 20 ft. | 15 ft. |
| High Volume | 500 trips | 14 ft. ingress; 4 ft. median; 2 12 ft. egress* | 100 ft. | 35 ft. | 30 ft. | 20 ft. |
TABLE NOTE: * Only 1 egress shall be required if the access point is configured as a right-in, right-out access. | ||||||
| Table 5.208-9 Access Standards, Urban Areas | ||||||
| Access Type | Maximum peak hour volume | Access Lanes and Lane Widths | Reservoir | Radius Return by Street Functional Classification | ||
| Arterial | Collector | Minor | ||||
| Low Volume | 150 trips | 12 ft. ingress; 12 ft. egress | 25 ft. | 25 ft. | 20 ft. | 15 ft. |
| Mid-Volume | 300 trips | 12 ft. ingress; 2 11 ft. egress* | 25 ft. | 25 ft. | 20 ft. | 15 ft. |
| High Volume | 500 trips | 14 ft. ingress; 4 ft. median; 2 11 ft. egress* | 50 ft. | 30 ft. | 25 ft. | 20 ft. |
| TABLE NOTE: * Only 1 egress shall be required if the access point is configured as a right-in, right-out access. | ||||||
| Table 5.208-9 Access Standards, Urban Areas | ||||||
| Access Type | Maximum peak hour volume | Access Lanes and Lane Widths | Reservoir | Radius Return by Street Functional Classification | ||
| Arterial | Collector | Minor | ||||
| Low Volume | 150 trips | 12 ft. ingress; 12 ft. egress | 25 ft. | 25 ft. | 20 ft. | 15 ft. |
| Mid-Volume | 300 trips | 12 ft. ingress; 2 11 ft. egress* | 25 ft. | 25 ft. | 20 ft. | 15 ft. |
| High Volume | 500 trips | 14 ft. ingress; 4 ft. median; 2 11 ft. egress* | 50 ft. | 30 ft. | 25 ft. | 20 ft. |
| TABLE NOTE: * Only 1 egress shall be required if the access point is configured as a right-in, right-out access. | ||||||
| Table 5.208-9 Access Standards, Urban Areas | ||||||
| Access Type | Maximum peak hour volume | Access Lanes and Lane Widths | Reservoir | Radius Return by Street Functional Classification | ||
| Arterial | Collector | Minor | ||||
| Low Volume | 150 trips | 12 ft. ingress; 12 ft. egress | 25 ft. | 25 ft. | 20 ft. | 15 ft. |
| Mid-Volume | 300 trips | 12 ft. ingress; 2 11 ft. egress* | 25 ft. | 25 ft. | 20 ft. | 15 ft. |
| High Volume | 500 trips | 14 ft. ingress; 4 ft. median; 2 11 ft. egress* | 50 ft. | 30 ft. | 25 ft. | 20 ft. |
| TABLE NOTE: * Only 1 egress shall be required if the access point is configured as a right-in, right-out access. | ||||||
| Table 5.208-9 Access Standards, Urban Areas | ||||||
| Access Type | Maximum peak hour volume | Access Lanes and Lane Widths | Reservoir | Radius Return by Street Functional Classification | ||
| Arterial | Collector | Minor | ||||
| Low Volume | 150 trips | 12 ft. ingress; 12 ft. egress | 25 ft. | 25 ft. | 20 ft. | 15 ft. |
| Mid-Volume | 300 trips | 12 ft. ingress; 2 11 ft. egress* | 25 ft. | 25 ft. | 20 ft. | 15 ft. |
| High Volume | 500 trips | 14 ft. ingress; 4 ft. median; 2 11 ft. egress* | 50 ft. | 30 ft. | 25 ft. | 20 ft. |
| TABLE NOTE: * Only 1 egress shall be required if the access point is configured as a right-in, right-out access. | ||||||
| Figure 5.208-2 Cross Access and Shared Access |
![]() |
| FIGURE NOTES: A = Shared Access | B = Cross Access | C = Closed Temporary Individual Access |
Effective on: 8/9/2022
Effective on: 8/9/2022
| Table 5.210-1 Water Supply Standards | ||||
| District | Quantity (gallons per minute) | Pressure (psi) | Hydrant Spacing (feet) | Minimum Line Size (inches) |
| RS, RP, MH, RM, UU, CN, DT, CG, IL, and IG | 1,000 to 1,500 | 30 | Residential: 600 Nonresidential: 300 | 8 |
| AO | N/A | N/A | N/A | N/A |
| ETJ (no district) | 1,000 to 1,500 | 30 | Residential: 600 Nonresidential: 300 | 8 |
| Table 5.210-1 Water Supply Standards | ||||
| District | Quantity (gallons per minute) | Pressure (psi) | Hydrant Spacing (feet) | Minimum Line Size (inches) |
| RS, RP, MH, RM, UU, CN, DT, CG, IL, and IG | 1,000 to 1,500 | 30 | Residential: 600 Nonresidential: 300 | 8 |
| AO | N/A | N/A | N/A | N/A |
| ETJ (no district) | 1,000 to 1,500 | 30 | Residential: 600 Nonresidential: 300 | 8 |
| Table 5.210-1 Water Supply Standards | ||||
| District | Quantity (gallons per minute) | Pressure (psi) | Hydrant Spacing (feet) | Minimum Line Size (inches) |
| RS, RP, MH, RM, UU, CN, DT, CG, IL, and IG | 1,000 to 1,500 | 30 | Residential: 600 Nonresidential: 300 | 8 |
| AO | N/A | N/A | N/A | N/A |
| ETJ (no district) | 1,000 to 1,500 | 30 | Residential: 600 Nonresidential: 300 | 8 |
| Table 5.210-1 Water Supply Standards | ||||
| District | Quantity (gallons per minute) | Pressure (psi) | Hydrant Spacing (feet) | Minimum Line Size (inches) |
| RS, RP, MH, RM, UU, CN, DT, CG, IL, and IG | 1,000 to 1,500 | 30 | Residential: 600 Nonresidential: 300 | 8 |
| AO | N/A | N/A | N/A | N/A |
| ETJ (no district) | 1,000 to 1,500 | 30 | Residential: 600 Nonresidential: 300 | 8 |
Effective on: 8/9/2022
Responsibility for Payment of On-Site and Off-Site Installation Costs.
Effective on: 8/9/2022
Table 5.212-1 Fee-In-Lieu1 | ||
|---|---|---|
| Jurisdiction | Land Use Type | Fee Per Dwelling Unit |
| Within Edinburg City Limits | Single-Family Residential | $600 |
| Multi-Family Residential | $300 | |
| Within ETJ | Residential | $300 |
TABLE NOTE: 1Rates are based on projected inflationary influences of the cost of the value of real property and reasonable methods for the City of Edinburg and shall be reviewed at least every five years. | ||
Table 5.212-1 Fee-In-Lieu1 | ||
|---|---|---|
| Jurisdiction | Land Use Type | Fee Per Dwelling Unit |
| Within Edinburg City Limits | Single-Family Residential | $600 |
| Multi-Family Residential | $300 | |
| Within ETJ | Residential | $300 |
TABLE NOTE: 1Rates are based on projected inflationary influences of the cost of the value of real property and reasonable methods for the City of Edinburg and shall be reviewed at least every five years. | ||
Table 5.212-1 Fee-In-Lieu1 | ||
|---|---|---|
| Jurisdiction | Land Use Type | Fee Per Dwelling Unit |
| Within Edinburg City Limits | Single-Family Residential | $600 |
| Multi-Family Residential | $300 | |
| Within ETJ | Residential | $300 |
TABLE NOTE: 1Rates are based on projected inflationary influences of the cost of the value of real property and reasonable methods for the City of Edinburg and shall be reviewed at least every five years. | ||
Table 5.212-1 Fee-In-Lieu1 | ||
|---|---|---|
| Jurisdiction | Land Use Type | Fee Per Dwelling Unit |
| Within Edinburg City Limits | Single-Family Residential | $600 |
| Multi-Family Residential | $300 | |
| Within ETJ | Residential | $300 |
TABLE NOTE: 1Rates are based on projected inflationary influences of the cost of the value of real property and reasonable methods for the City of Edinburg and shall be reviewed at least every five years. | ||
Effective on: 8/9/2022
Mapping Criteria. The following shall be used for mapping natural resources or other features of plans:
Effective on: 8/9/2022
Effective on: 8/9/2022
| Figure 5.301-1 Form of Owner's Acknowledgment |
| State of Texas County of Hidalgo I (we) the undersigned, owner(s) of the land shown on this plat, and designated herein as the ________________ Addition of the City of Edinburg, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, watercourses, drains, easements and public places thereon shown for the purpose of consideration therein expressed. ____________________________ Owner State of Texas County of _________________ Before me, the undersigned authority, on this day personally appeared _____________ known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for purposes and considerations therein stated. Given under my hand and seal of office this ____ day of _________, 20__. Notary Public _____________ County, Texas |
| Figure 5.301-2 Form of Surveyor's Certificate |
| State of Texas County of Hidalgo I, (surveyor) , registered professional land surveyor in the state of Texas, do hereby certify that this plat is true and correctly made from an actual survey made on the ground of the property legally described hereon, and that there are no apparent discrepancies, conflicts, overlapping of improvements, visible utility lines or roads in place, except as shown on the accompanying plat, and that the corner monuments shown thereon were properly placed under my supervision in accordance with the subdivision regulations of the City of Edinburg, Texas. Dated this the ___________day of ___________20______ ____________________________ Registered professional surveyor (seal) No. ________________ State of Texas |
| Figure 5.301-3 Form of Engineer's Certificate |
| State of Texas County of Hidalgo I, the undersigned, a registered professional engineer in the State of Texas, hereby certify that proper engineering consideration has been given to this plat. I certify that the water and sewer service facilities for lots intended for residential purposes described above are in compliance with the Model Rules adopted under Section 16.343, Water Code. The estimated cost to install unconstructed water and sewage facilities described above are as follows: Water facilities: These facilities will be constructed. Sewage facilities: (Sewer service connection/Installation of septic systems) are estimated to cost $________.________ per lot (all inclusive), for a total of $________.________ for the subdivision. The subdivider has paid a total of $_________ to _________ to cover the cost of (sewer service connection/installation of septic systems). Dated this the ___________day of ___________20______ ____________________________ Registered professional engineer (seal) No. ________________ State of Texas |
| Figure 5.301-4 Form of Administrator's Certificate |
| State of Texas County of Hidalgo I, _____________, Administrator of the City of Edinburg, Texas do hereby certify this minor subdivision plat known as _______________ conforms to all subdivision requirements of this City wherein my approval is required and has been approved for recording on this the _________ day of _________, 20____with the County Clerk of Hidalgo County, Texas. ________________________________ Administrator |
| Figure 5.301-5 Private Subdivision Disclaimer |
"The streets, as reflected upon the subdivision plat, have not been dedicated to the public for public access nor have been accepted by the City as public improvements, and the streets, street lights, traffic control devices, sidewalks and other improvements shall be maintained by the homeowners’ association within the subdivision. The streets shall always be open to emergency vehicles, public and private utility service personnel, the U.S. Postal Service and governmental employees in pursuit of their official duties."
"We, the undersigned owners of the land shown on this plat and designated herein as (Subdivision) do hereby grant an easement to the City of Edinburg and those who may now or hereafter hold franchise under said city. The streets, street lights, traffic control devices, sidewalks and other improvements and easements thereon shown, surface use of the street and alleys is restricted to the employees or agents of the City of Edinburg. Employees of utilities operating under franchise to the City of Edinburg and residents of the subdivision and their guests."
"The owners of lots served by the private streets, alleys, and access easements within this Plat agree to release, indemnify, defend and hold harmless any governmental entity for damages to the private streets, alleys, and access easements occasioned by the reasonable use thereof by the government entity for governmental purposes, and to release, indemnify, defend and hold harmless any governmental entity for damages arising from the condition of the private streets, alleys, or private access easements. The maintenance of private street signs shall not be the responsibility of the City of Edinburg." |
Effective on: 8/9/2022
Effective on: 8/9/2022
Effective on: 8/9/2022