Subdivision Design
• Subpart B, Chapter 126, Article II, Divisions 2 - 3.7
• Subpart B, Chapter 126, Article IV, Division 2
• Subpart B, Chapter 126, Article V, Divisions 1 and 2
Effective on: 1/1/1901
Eligibility for Recordation.
To be recorded, an approved plat must:
Effective on: 1/1/1901
Effective on: 1/1/1901
| Table 4.22-1 Permitted Development Types by Residential District | |||||
|---|---|---|---|---|---|
| Development Types | ER | SR | MR | UR | AR |
| "P" = Permitted | "--" = Not Permitted | |||||
| Conventional | P | P | P | P | -- |
| Cluster | -- | P | -- | -- | -- |
| Infill | -- | -- | -- | P | P |
| Cottage Court | -- | -- | -- | -- | P |
| Table 4.22-1 Permitted Development Types by Residential District | |||||
|---|---|---|---|---|---|
| Development Types | ER | SR | MR | UR | AR |
| "P" = Permitted | "--" = Not Permitted | |||||
| Conventional | P | P | P | P | -- |
| Cluster | -- | P | -- | -- | -- |
| Infill | -- | -- | -- | P | P |
| Cottage Court | -- | -- | -- | -- | P |
| Table 4.22-1 Permitted Development Types by Residential District | |||||
|---|---|---|---|---|---|
| Development Types | ER | SR | MR | UR | AR |
| "P" = Permitted | "--" = Not Permitted | |||||
| Conventional | P | P | P | P | -- |
| Cluster | -- | P | -- | -- | -- |
| Infill | -- | -- | -- | P | P |
| Cottage Court | -- | -- | -- | -- | P |
| Table 4.22-1 Permitted Development Types by Residential District | |||||
|---|---|---|---|---|---|
| Development Types | ER | SR | MR | UR | AR |
| "P" = Permitted | "--" = Not Permitted | |||||
| Conventional | P | P | P | P | -- |
| Cluster | -- | P | -- | -- | -- |
| Infill | -- | -- | -- | P | P |
| Cottage Court | -- | -- | -- | -- | P |
Figure 4.22-1 |
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Housing Types. At least two permitted housing types as listed in Table 2.31-1, Consolidated Use Table, shall be provided and no one lot size/configuration dwelling type may exceed a total of 70 percent of all the residential units in the development.
Figure 4.22-2 Cluster Development Type |
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Figure 4.22-3 Infill Development Type |
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| Figure 4.22-4 Context Illustrations | |
| Alley Lot | Corner Lot |
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| Interior Lot | Lots in Unimproved Block Face |
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| Lots in Unimproved Block | |
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Figure 4.22-5, Cottage Court Development Type |
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Figure 4.22-5, Cottage Court Development Type |
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Figure 4.22-5, Cottage Court Development Type |
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Figure 4.22-5, Cottage Court Development Type |
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(Ordinance No. 16,024, 12/12/2024)
Effective on: 1/1/2025
| Figure 4.23-1, Cul-de-Sac Measurement |
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| FIGURE NOTES: A = Nearest right-of-way line of intersecting street | B = Center of cul-de-sac turnaround |
| Figure 4.23-1, Cul-de-Sac Measurement |
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| FIGURE NOTES: A = Nearest right-of-way line of intersecting street | B = Center of cul-de-sac turnaround |
| Figure 4.23-1, Cul-de-Sac Measurement |
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| FIGURE NOTES: A = Nearest right-of-way line of intersecting street | B = Center of cul-de-sac turnaround |
| Figure 4.23-1, Cul-de-Sac Measurement |
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| FIGURE NOTES: A = Nearest right-of-way line of intersecting street | B = Center of cul-de-sac turnaround |
| Table 4.23-1, External Access Points | |
| Number of Buildable Lots | Minimum External Access Points |
| 30 or fewer | 1 |
| 31 to 100 | 2 |
| 101 or more | 3 |
Effective on: 1/1/1901
| Figure 4.24-1, Block Length and Width Measurement |
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| Figure 4.24-1, Block Length and Width Measurement |
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| Figure 4.24-1, Block Length and Width Measurement |
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| Figure 4.24-1, Block Length and Width Measurement |
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| Figure 4.24-2, Block Length and Width Measurement |
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| FIGURE NOTES: A = Block Length | B = Block Depth |
| Figure 4.24-2, Block Length and Width Measurement |
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| FIGURE NOTES: A = Block Length | B = Block Depth |
| Figure 4.24-2, Block Length and Width Measurement |
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| FIGURE NOTES: A = Block Length | B = Block Depth |
| Figure 4.24-2, Block Length and Width Measurement |
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| FIGURE NOTES: A = Block Length | B = Block Depth |
(Ordinance No. 16,024, 12/12/2024)
Effective on: 1/1/2025
| Figure 4.25-1, Cross-Access and Shared Access |
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| FIGURE NOTES: A = Joint (Shared) Access | B = Increased Spacing | C = Cross Access | D = Temporary Curb Cuts Closed |
| Figure 4.25-1, Cross-Access and Shared Access |
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| FIGURE NOTES: A = Joint (Shared) Access | B = Increased Spacing | C = Cross Access | D = Temporary Curb Cuts Closed |
| Figure 4.25-1, Cross-Access and Shared Access |
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| FIGURE NOTES: A = Joint (Shared) Access | B = Increased Spacing | C = Cross Access | D = Temporary Curb Cuts Closed |
| Figure 4.25-1, Cross-Access and Shared Access |
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| FIGURE NOTES: A = Joint (Shared) Access | B = Increased Spacing | C = Cross Access | D = Temporary Curb Cuts Closed |
| Figure 4.25-2, Pedestrian Connections |
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| FIGURE KEY: A = Connection between Cul-de-Sacs | B = Connection to Future Phase | C = Mid-Block Connection to Arterial or Collector Street |
| Figure 4.25-2, Pedestrian Connections |
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| FIGURE KEY: A = Connection between Cul-de-Sacs | B = Connection to Future Phase | C = Mid-Block Connection to Arterial or Collector Street |
| Figure 4.25-2, Pedestrian Connections |
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| FIGURE KEY: A = Connection between Cul-de-Sacs | B = Connection to Future Phase | C = Mid-Block Connection to Arterial or Collector Street |
| Figure 4.25-2, Pedestrian Connections |
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| FIGURE KEY: A = Connection between Cul-de-Sacs | B = Connection to Future Phase | C = Mid-Block Connection to Arterial or Collector Street |
Effective on: 1/1/1901
| Figure 4.26-1, Sidewalk Location |
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| Figure 4.26-1, Sidewalk Location |
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| Figure 4.26-1, Sidewalk Location |
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| Figure 4.26-1, Sidewalk Location |
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Effective on: 1/1/1901
| Table 4.27-1, Equivalent Dwelling Units for Various Types and Sizes of Water Meters | |||
|---|---|---|---|
| Meter Type | Meter Size | Continuous Duty Maximum Rate (gpm) | Ratio to ⅝" Meter |
| Simple | ⅝" × ¾" | 20 | 1.0 |
| Simple | ¾" | 30 | 1.5 |
| Simple | 1" | 50 | 2.5 |
| Simple | 1½" | 100 | 5.0 |
| Simple | 2" | 160 | 8.0 |
| Compound | 2" | 160 | 8.0 |
| Turbine | 1" | 160 | 8.0 |
| Compound | 3" | 320 | 16.0 |
| Turbine | 3" | 350 | 17.5 |
| Turbine | 3" | 350 | 17.5 |
| Turbine | 4" | 500 | 25.0 |
| Compound | 6" | 1,000 | 50.0 |
| Turbine | 6" | 1,300 | 65.0 |
| Table notes: gpm = gallons per minute | |||
| Table 4.27-1, Equivalent Dwelling Units for Various Types and Sizes of Water Meters | |||
|---|---|---|---|
| Meter Type | Meter Size | Continuous Duty Maximum Rate (gpm) | Ratio to ⅝" Meter |
| Simple | ⅝" × ¾" | 20 | 1.0 |
| Simple | ¾" | 30 | 1.5 |
| Simple | 1" | 50 | 2.5 |
| Simple | 1½" | 100 | 5.0 |
| Simple | 2" | 160 | 8.0 |
| Compound | 2" | 160 | 8.0 |
| Turbine | 1" | 160 | 8.0 |
| Compound | 3" | 320 | 16.0 |
| Turbine | 3" | 350 | 17.5 |
| Turbine | 3" | 350 | 17.5 |
| Turbine | 4" | 500 | 25.0 |
| Compound | 6" | 1,000 | 50.0 |
| Turbine | 6" | 1,300 | 65.0 |
| Table notes: gpm = gallons per minute | |||
| Table 4.27-1, Equivalent Dwelling Units for Various Types and Sizes of Water Meters | |||
|---|---|---|---|
| Meter Type | Meter Size | Continuous Duty Maximum Rate (gpm) | Ratio to ⅝" Meter |
| Simple | ⅝" × ¾" | 20 | 1.0 |
| Simple | ¾" | 30 | 1.5 |
| Simple | 1" | 50 | 2.5 |
| Simple | 1½" | 100 | 5.0 |
| Simple | 2" | 160 | 8.0 |
| Compound | 2" | 160 | 8.0 |
| Turbine | 1" | 160 | 8.0 |
| Compound | 3" | 320 | 16.0 |
| Turbine | 3" | 350 | 17.5 |
| Turbine | 3" | 350 | 17.5 |
| Turbine | 4" | 500 | 25.0 |
| Compound | 6" | 1,000 | 50.0 |
| Turbine | 6" | 1,300 | 65.0 |
| Table notes: gpm = gallons per minute | |||
| Table 4.27-1, Equivalent Dwelling Units for Various Types and Sizes of Water Meters | |||
|---|---|---|---|
| Meter Type | Meter Size | Continuous Duty Maximum Rate (gpm) | Ratio to ⅝" Meter |
| Simple | ⅝" × ¾" | 20 | 1.0 |
| Simple | ¾" | 30 | 1.5 |
| Simple | 1" | 50 | 2.5 |
| Simple | 1½" | 100 | 5.0 |
| Simple | 2" | 160 | 8.0 |
| Compound | 2" | 160 | 8.0 |
| Turbine | 1" | 160 | 8.0 |
| Compound | 3" | 320 | 16.0 |
| Turbine | 3" | 350 | 17.5 |
| Turbine | 3" | 350 | 17.5 |
| Turbine | 4" | 500 | 25.0 |
| Compound | 6" | 1,000 | 50.0 |
| Turbine | 6" | 1,300 | 65.0 |
| Table notes: gpm = gallons per minute | |||
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Subdivision Design
• Subpart B, Chapter 126, Article II, Divisions 2 - 3.7
• Subpart B, Chapter 126, Article IV, Division 2
• Subpart B, Chapter 126, Article V, Divisions 1 and 2
Effective on: 1/1/1901
Eligibility for Recordation.
To be recorded, an approved plat must:
Effective on: 1/1/1901
Effective on: 1/1/1901
| Table 4.22-1 Permitted Development Types by Residential District | |||||
|---|---|---|---|---|---|
| Development Types | ER | SR | MR | UR | AR |
| "P" = Permitted | "--" = Not Permitted | |||||
| Conventional | P | P | P | P | -- |
| Cluster | -- | P | -- | -- | -- |
| Infill | -- | -- | -- | P | P |
| Cottage Court | -- | -- | -- | -- | P |
| Table 4.22-1 Permitted Development Types by Residential District | |||||
|---|---|---|---|---|---|
| Development Types | ER | SR | MR | UR | AR |
| "P" = Permitted | "--" = Not Permitted | |||||
| Conventional | P | P | P | P | -- |
| Cluster | -- | P | -- | -- | -- |
| Infill | -- | -- | -- | P | P |
| Cottage Court | -- | -- | -- | -- | P |
| Table 4.22-1 Permitted Development Types by Residential District | |||||
|---|---|---|---|---|---|
| Development Types | ER | SR | MR | UR | AR |
| "P" = Permitted | "--" = Not Permitted | |||||
| Conventional | P | P | P | P | -- |
| Cluster | -- | P | -- | -- | -- |
| Infill | -- | -- | -- | P | P |
| Cottage Court | -- | -- | -- | -- | P |
| Table 4.22-1 Permitted Development Types by Residential District | |||||
|---|---|---|---|---|---|
| Development Types | ER | SR | MR | UR | AR |
| "P" = Permitted | "--" = Not Permitted | |||||
| Conventional | P | P | P | P | -- |
| Cluster | -- | P | -- | -- | -- |
| Infill | -- | -- | -- | P | P |
| Cottage Court | -- | -- | -- | -- | P |
Figure 4.22-1 |
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Housing Types. At least two permitted housing types as listed in Table 2.31-1, Consolidated Use Table, shall be provided and no one lot size/configuration dwelling type may exceed a total of 70 percent of all the residential units in the development.
Figure 4.22-2 Cluster Development Type |
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Figure 4.22-3 Infill Development Type |
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| Figure 4.22-4 Context Illustrations | |
| Alley Lot | Corner Lot |
![]() | ![]() |
| Interior Lot | Lots in Unimproved Block Face |
![]() | ![]() |
| Lots in Unimproved Block | |
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Figure 4.22-5, Cottage Court Development Type |
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Figure 4.22-5, Cottage Court Development Type |
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Figure 4.22-5, Cottage Court Development Type |
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Figure 4.22-5, Cottage Court Development Type |
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(Ordinance No. 16,024, 12/12/2024)
Effective on: 1/1/2025
| Figure 4.23-1, Cul-de-Sac Measurement |
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| FIGURE NOTES: A = Nearest right-of-way line of intersecting street | B = Center of cul-de-sac turnaround |
| Figure 4.23-1, Cul-de-Sac Measurement |
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| FIGURE NOTES: A = Nearest right-of-way line of intersecting street | B = Center of cul-de-sac turnaround |
| Figure 4.23-1, Cul-de-Sac Measurement |
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![]() |
| FIGURE NOTES: A = Nearest right-of-way line of intersecting street | B = Center of cul-de-sac turnaround |
| Figure 4.23-1, Cul-de-Sac Measurement |
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| FIGURE NOTES: A = Nearest right-of-way line of intersecting street | B = Center of cul-de-sac turnaround |
| Table 4.23-1, External Access Points | |
| Number of Buildable Lots | Minimum External Access Points |
| 30 or fewer | 1 |
| 31 to 100 | 2 |
| 101 or more | 3 |
Effective on: 1/1/1901
| Figure 4.24-1, Block Length and Width Measurement |
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| Figure 4.24-1, Block Length and Width Measurement |
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| Figure 4.24-1, Block Length and Width Measurement |
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| Figure 4.24-1, Block Length and Width Measurement |
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| Figure 4.24-2, Block Length and Width Measurement |
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| FIGURE NOTES: A = Block Length | B = Block Depth |
| Figure 4.24-2, Block Length and Width Measurement |
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| FIGURE NOTES: A = Block Length | B = Block Depth |
| Figure 4.24-2, Block Length and Width Measurement |
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| FIGURE NOTES: A = Block Length | B = Block Depth |
| Figure 4.24-2, Block Length and Width Measurement |
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| FIGURE NOTES: A = Block Length | B = Block Depth |
(Ordinance No. 16,024, 12/12/2024)
Effective on: 1/1/2025
| Figure 4.25-1, Cross-Access and Shared Access |
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![]() |
| FIGURE NOTES: A = Joint (Shared) Access | B = Increased Spacing | C = Cross Access | D = Temporary Curb Cuts Closed |
| Figure 4.25-1, Cross-Access and Shared Access |
|---|
![]() |
| FIGURE NOTES: A = Joint (Shared) Access | B = Increased Spacing | C = Cross Access | D = Temporary Curb Cuts Closed |
| Figure 4.25-1, Cross-Access and Shared Access |
|---|
![]() |
| FIGURE NOTES: A = Joint (Shared) Access | B = Increased Spacing | C = Cross Access | D = Temporary Curb Cuts Closed |
| Figure 4.25-1, Cross-Access and Shared Access |
|---|
![]() |
| FIGURE NOTES: A = Joint (Shared) Access | B = Increased Spacing | C = Cross Access | D = Temporary Curb Cuts Closed |
| Figure 4.25-2, Pedestrian Connections |
|---|
![]() |
| FIGURE KEY: A = Connection between Cul-de-Sacs | B = Connection to Future Phase | C = Mid-Block Connection to Arterial or Collector Street |
| Figure 4.25-2, Pedestrian Connections |
|---|
![]() |
| FIGURE KEY: A = Connection between Cul-de-Sacs | B = Connection to Future Phase | C = Mid-Block Connection to Arterial or Collector Street |
| Figure 4.25-2, Pedestrian Connections |
|---|
![]() |
| FIGURE KEY: A = Connection between Cul-de-Sacs | B = Connection to Future Phase | C = Mid-Block Connection to Arterial or Collector Street |
| Figure 4.25-2, Pedestrian Connections |
|---|
![]() |
| FIGURE KEY: A = Connection between Cul-de-Sacs | B = Connection to Future Phase | C = Mid-Block Connection to Arterial or Collector Street |
Effective on: 1/1/1901
| Figure 4.26-1, Sidewalk Location |
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| Figure 4.26-1, Sidewalk Location |
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| Figure 4.26-1, Sidewalk Location |
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| Figure 4.26-1, Sidewalk Location |
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Effective on: 1/1/1901
| Table 4.27-1, Equivalent Dwelling Units for Various Types and Sizes of Water Meters | |||
|---|---|---|---|
| Meter Type | Meter Size | Continuous Duty Maximum Rate (gpm) | Ratio to ⅝" Meter |
| Simple | ⅝" × ¾" | 20 | 1.0 |
| Simple | ¾" | 30 | 1.5 |
| Simple | 1" | 50 | 2.5 |
| Simple | 1½" | 100 | 5.0 |
| Simple | 2" | 160 | 8.0 |
| Compound | 2" | 160 | 8.0 |
| Turbine | 1" | 160 | 8.0 |
| Compound | 3" | 320 | 16.0 |
| Turbine | 3" | 350 | 17.5 |
| Turbine | 3" | 350 | 17.5 |
| Turbine | 4" | 500 | 25.0 |
| Compound | 6" | 1,000 | 50.0 |
| Turbine | 6" | 1,300 | 65.0 |
| Table notes: gpm = gallons per minute | |||
| Table 4.27-1, Equivalent Dwelling Units for Various Types and Sizes of Water Meters | |||
|---|---|---|---|
| Meter Type | Meter Size | Continuous Duty Maximum Rate (gpm) | Ratio to ⅝" Meter |
| Simple | ⅝" × ¾" | 20 | 1.0 |
| Simple | ¾" | 30 | 1.5 |
| Simple | 1" | 50 | 2.5 |
| Simple | 1½" | 100 | 5.0 |
| Simple | 2" | 160 | 8.0 |
| Compound | 2" | 160 | 8.0 |
| Turbine | 1" | 160 | 8.0 |
| Compound | 3" | 320 | 16.0 |
| Turbine | 3" | 350 | 17.5 |
| Turbine | 3" | 350 | 17.5 |
| Turbine | 4" | 500 | 25.0 |
| Compound | 6" | 1,000 | 50.0 |
| Turbine | 6" | 1,300 | 65.0 |
| Table notes: gpm = gallons per minute | |||
| Table 4.27-1, Equivalent Dwelling Units for Various Types and Sizes of Water Meters | |||
|---|---|---|---|
| Meter Type | Meter Size | Continuous Duty Maximum Rate (gpm) | Ratio to ⅝" Meter |
| Simple | ⅝" × ¾" | 20 | 1.0 |
| Simple | ¾" | 30 | 1.5 |
| Simple | 1" | 50 | 2.5 |
| Simple | 1½" | 100 | 5.0 |
| Simple | 2" | 160 | 8.0 |
| Compound | 2" | 160 | 8.0 |
| Turbine | 1" | 160 | 8.0 |
| Compound | 3" | 320 | 16.0 |
| Turbine | 3" | 350 | 17.5 |
| Turbine | 3" | 350 | 17.5 |
| Turbine | 4" | 500 | 25.0 |
| Compound | 6" | 1,000 | 50.0 |
| Turbine | 6" | 1,300 | 65.0 |
| Table notes: gpm = gallons per minute | |||
| Table 4.27-1, Equivalent Dwelling Units for Various Types and Sizes of Water Meters | |||
|---|---|---|---|
| Meter Type | Meter Size | Continuous Duty Maximum Rate (gpm) | Ratio to ⅝" Meter |
| Simple | ⅝" × ¾" | 20 | 1.0 |
| Simple | ¾" | 30 | 1.5 |
| Simple | 1" | 50 | 2.5 |
| Simple | 1½" | 100 | 5.0 |
| Simple | 2" | 160 | 8.0 |
| Compound | 2" | 160 | 8.0 |
| Turbine | 1" | 160 | 8.0 |
| Compound | 3" | 320 | 16.0 |
| Turbine | 3" | 350 | 17.5 |
| Turbine | 3" | 350 | 17.5 |
| Turbine | 4" | 500 | 25.0 |
| Compound | 6" | 1,000 | 50.0 |
| Turbine | 6" | 1,300 | 65.0 |
| Table notes: gpm = gallons per minute | |||
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901