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San Antonio |
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Unified Development Code |
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Appendix H. STORM WATER DESIGN CRITERIA MANUAL |
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Chapter 6. PAVEMENT DRAINAGE |
| § 6.1. Introduction |
| Appendix 6.2. Design Guidelines |
| Appendix 6.2.1. Design Frequency and Spread |
| § 6.2.1.1. Street Classification - Primary and Secondary Arterial Streets |
| § 6.2.1.2. Street Classification - Local "B" and Collector Streets |
| § 6.2.1.3. Street Classification - Local "A" Streets |
| § 6.2.1.4. Street Classification - Alleys |
| § 6.2.1.5. Street Classification - Traditional Street Design |
| § 6.2.2. Street Capacity |
| § 6.2.3. High Velocity Flow |
| Appendix 6.2.4. Longitudinal Slope |
| § 6.2.4.1. Minimum |
| § 6.2.4.2. Maximum |
| Appendix 6.2.5. Cross Slope |
| § 6.2.5.1. Minimum |
| § 6.2.5.2. Maximum |
| Appendix 6.2.6. Inverted Crown |
| § 6.2.6.1. Maximum Flow Depth |
| § 6.2.8. Flow In Sag - Vertical Curves |
| § 6.2.9. Unflooded Public Road Access |
| § 6.3. References |