CIRCULATION AND CONNECTIVITY
It is the intent of this ordinance to build streets that are integral components of community design. Streets shall be detailed to compliment neighborhoods and commercial centers and shall be pedestrian in scale. In addition to these standards, streets shall conform to the provisions of CHAPTER 11. Streets are encouraged to be designed with on-street parking.
Effective on: 1/1/1901
| TABLE 9.3A: DRIVEWAY SEPARATION DISTANCES | ||
|---|---|---|
| Posted Speed Limit (mph) | Minimum Distance Between Driveways | Minimum Distance Between Driveways and Intersections* |
| 15 | 20 feet | 40 feet |
| 20 | 40 feet | 80 feet |
| 25 to 35 | 60 feet | 120 feet |
| 40 | 120 feet | 240 feet |
| 45 | 140 feet | 280 feet |
| 50 | 160 feet | 320 feet |
| 55 | 180 feet | 360 feet |
| Note: Access separation between driveways shall be measured from inside edge of curb cuts. Access separation between a driveways and intersecting streets shall be measured from the nearest inside edge of the driveway curb cut to the intersecting right-of-way lines. | ||
| TABLE 9.3A: DRIVEWAY SEPARATION DISTANCES | ||
|---|---|---|
| Posted Speed Limit (mph) | Minimum Distance Between Driveways | Minimum Distance Between Driveways and Intersections* |
| 15 | 20 feet | 40 feet |
| 20 | 40 feet | 80 feet |
| 25 to 35 | 60 feet | 120 feet |
| 40 | 120 feet | 240 feet |
| 45 | 140 feet | 280 feet |
| 50 | 160 feet | 320 feet |
| 55 | 180 feet | 360 feet |
| Note: Access separation between driveways shall be measured from inside edge of curb cuts. Access separation between a driveways and intersecting streets shall be measured from the nearest inside edge of the driveway curb cut to the intersecting right-of-way lines. | ||
| TABLE 9.3A: DRIVEWAY SEPARATION DISTANCES | ||
|---|---|---|
| Posted Speed Limit (mph) | Minimum Distance Between Driveways | Minimum Distance Between Driveways and Intersections* |
| 15 | 20 feet | 40 feet |
| 20 | 40 feet | 80 feet |
| 25 to 35 | 60 feet | 120 feet |
| 40 | 120 feet | 240 feet |
| 45 | 140 feet | 280 feet |
| 50 | 160 feet | 320 feet |
| 55 | 180 feet | 360 feet |
| Note: Access separation between driveways shall be measured from inside edge of curb cuts. Access separation between a driveways and intersecting streets shall be measured from the nearest inside edge of the driveway curb cut to the intersecting right-of-way lines. | ||
| TABLE 9.3A: DRIVEWAY SEPARATION DISTANCES | ||
|---|---|---|
| Posted Speed Limit (mph) | Minimum Distance Between Driveways | Minimum Distance Between Driveways and Intersections* |
| 15 | 20 feet | 40 feet |
| 20 | 40 feet | 80 feet |
| 25 to 35 | 60 feet | 120 feet |
| 40 | 120 feet | 240 feet |
| 45 | 140 feet | 280 feet |
| 50 | 160 feet | 320 feet |
| 55 | 180 feet | 360 feet |
| Note: Access separation between driveways shall be measured from inside edge of curb cuts. Access separation between a driveways and intersecting streets shall be measured from the nearest inside edge of the driveway curb cut to the intersecting right-of-way lines. | ||
(Ord. No. 3-07, §§ 7, 8, 2-5-07; Ord. No. 15-08, § 27, 12-5-08; Ord. No. 2014-25, § 03(Exh. C), 12-15-14; Ord. No. 2018-26, § 1(Att. A), 9-17-18; Ord. No. 2021-45 , § 1(Exh. A), 10-18-21; Ord. No. 2022-69; Ord. No. 2023-53, § 1(Exh. A), 11-6-23; Ord. No. 2024-23, § 1(Exh. A), 6-3-24; Ord. No. 2024-46, § 1(Exh. A), 12-2-24)
Effective on: 12/2/2024
Trip Generation: The sum of the number of inbound and outbound vehicle trips that are expected for the type and size of the proposed land use. For purposes of determining the requirement to submit a TIS, no adjustments such as modal split, pass-by trips, and internal capture rates will be allowed to the site traffic calculation.
Note: Typically the following developments meet or exceed the 2,000 vehicles per day threshold:
(Ord. No. 15-08, § 28, 12-5-08; Ord. No. 2021-16 , § 1(Exh. A), 4-19-21; Ord. No. 2024-23, § 1(Exh. A), 6-3-24)
Effective on: 6/3/2024
| FIGURE 9.5-A: SIGHT TRIANGLES AT RIGHT-OF-WAY INTERSECTIONS |
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| FIGURE 9.5-A: SIGHT TRIANGLES AT RIGHT-OF-WAY INTERSECTIONS |
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| FIGURE 9.5-A: SIGHT TRIANGLES AT RIGHT-OF-WAY INTERSECTIONS |
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| FIGURE 9.5-A: SIGHT TRIANGLES AT RIGHT-OF-WAY INTERSECTIONS |
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| FIGURE 9.5-B: OTHER SIGHT TRIANGLE DIMENSIONS |
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| FIGURE 9.5-B: OTHER SIGHT TRIANGLE DIMENSIONS |
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| FIGURE 9.5-B: OTHER SIGHT TRIANGLE DIMENSIONS |
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| FIGURE 9.5-B: OTHER SIGHT TRIANGLE DIMENSIONS |
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(Ord. No. 2021-30 , § 1(Exh. A), 6-21-21; Ord. No. 2024-23, § 1(Exh. A), 6-3-24)
Effective on: 6/3/2024
CIRCULATION AND CONNECTIVITY
It is the intent of this ordinance to build streets that are integral components of community design. Streets shall be detailed to compliment neighborhoods and commercial centers and shall be pedestrian in scale. In addition to these standards, streets shall conform to the provisions of CHAPTER 11. Streets are encouraged to be designed with on-street parking.
Effective on: 1/1/1901
| TABLE 9.3A: DRIVEWAY SEPARATION DISTANCES | ||
|---|---|---|
| Posted Speed Limit (mph) | Minimum Distance Between Driveways | Minimum Distance Between Driveways and Intersections* |
| 15 | 20 feet | 40 feet |
| 20 | 40 feet | 80 feet |
| 25 to 35 | 60 feet | 120 feet |
| 40 | 120 feet | 240 feet |
| 45 | 140 feet | 280 feet |
| 50 | 160 feet | 320 feet |
| 55 | 180 feet | 360 feet |
| Note: Access separation between driveways shall be measured from inside edge of curb cuts. Access separation between a driveways and intersecting streets shall be measured from the nearest inside edge of the driveway curb cut to the intersecting right-of-way lines. | ||
| TABLE 9.3A: DRIVEWAY SEPARATION DISTANCES | ||
|---|---|---|
| Posted Speed Limit (mph) | Minimum Distance Between Driveways | Minimum Distance Between Driveways and Intersections* |
| 15 | 20 feet | 40 feet |
| 20 | 40 feet | 80 feet |
| 25 to 35 | 60 feet | 120 feet |
| 40 | 120 feet | 240 feet |
| 45 | 140 feet | 280 feet |
| 50 | 160 feet | 320 feet |
| 55 | 180 feet | 360 feet |
| Note: Access separation between driveways shall be measured from inside edge of curb cuts. Access separation between a driveways and intersecting streets shall be measured from the nearest inside edge of the driveway curb cut to the intersecting right-of-way lines. | ||
| TABLE 9.3A: DRIVEWAY SEPARATION DISTANCES | ||
|---|---|---|
| Posted Speed Limit (mph) | Minimum Distance Between Driveways | Minimum Distance Between Driveways and Intersections* |
| 15 | 20 feet | 40 feet |
| 20 | 40 feet | 80 feet |
| 25 to 35 | 60 feet | 120 feet |
| 40 | 120 feet | 240 feet |
| 45 | 140 feet | 280 feet |
| 50 | 160 feet | 320 feet |
| 55 | 180 feet | 360 feet |
| Note: Access separation between driveways shall be measured from inside edge of curb cuts. Access separation between a driveways and intersecting streets shall be measured from the nearest inside edge of the driveway curb cut to the intersecting right-of-way lines. | ||
| TABLE 9.3A: DRIVEWAY SEPARATION DISTANCES | ||
|---|---|---|
| Posted Speed Limit (mph) | Minimum Distance Between Driveways | Minimum Distance Between Driveways and Intersections* |
| 15 | 20 feet | 40 feet |
| 20 | 40 feet | 80 feet |
| 25 to 35 | 60 feet | 120 feet |
| 40 | 120 feet | 240 feet |
| 45 | 140 feet | 280 feet |
| 50 | 160 feet | 320 feet |
| 55 | 180 feet | 360 feet |
| Note: Access separation between driveways shall be measured from inside edge of curb cuts. Access separation between a driveways and intersecting streets shall be measured from the nearest inside edge of the driveway curb cut to the intersecting right-of-way lines. | ||
(Ord. No. 3-07, §§ 7, 8, 2-5-07; Ord. No. 15-08, § 27, 12-5-08; Ord. No. 2014-25, § 03(Exh. C), 12-15-14; Ord. No. 2018-26, § 1(Att. A), 9-17-18; Ord. No. 2021-45 , § 1(Exh. A), 10-18-21; Ord. No. 2022-69; Ord. No. 2023-53, § 1(Exh. A), 11-6-23; Ord. No. 2024-23, § 1(Exh. A), 6-3-24; Ord. No. 2024-46, § 1(Exh. A), 12-2-24)
Effective on: 12/2/2024
Trip Generation: The sum of the number of inbound and outbound vehicle trips that are expected for the type and size of the proposed land use. For purposes of determining the requirement to submit a TIS, no adjustments such as modal split, pass-by trips, and internal capture rates will be allowed to the site traffic calculation.
Note: Typically the following developments meet or exceed the 2,000 vehicles per day threshold:
(Ord. No. 15-08, § 28, 12-5-08; Ord. No. 2021-16 , § 1(Exh. A), 4-19-21; Ord. No. 2024-23, § 1(Exh. A), 6-3-24)
Effective on: 6/3/2024
| FIGURE 9.5-A: SIGHT TRIANGLES AT RIGHT-OF-WAY INTERSECTIONS |
|---|
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| FIGURE 9.5-A: SIGHT TRIANGLES AT RIGHT-OF-WAY INTERSECTIONS |
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| FIGURE 9.5-A: SIGHT TRIANGLES AT RIGHT-OF-WAY INTERSECTIONS |
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| FIGURE 9.5-A: SIGHT TRIANGLES AT RIGHT-OF-WAY INTERSECTIONS |
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| FIGURE 9.5-B: OTHER SIGHT TRIANGLE DIMENSIONS |
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| FIGURE 9.5-B: OTHER SIGHT TRIANGLE DIMENSIONS |
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| FIGURE 9.5-B: OTHER SIGHT TRIANGLE DIMENSIONS |
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| FIGURE 9.5-B: OTHER SIGHT TRIANGLE DIMENSIONS |
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(Ord. No. 2021-30 , § 1(Exh. A), 6-21-21; Ord. No. 2024-23, § 1(Exh. A), 6-3-24)
Effective on: 6/3/2024