| Chapter 1 - General Design Requirements |
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1.00 Requirements for Public Improvements
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1 |
| 1.01 Precedence of Documents |
1 |
| 1.02 Abbreviations and Definitions |
2 |
| 1.03 Permits |
7 |
| 1.04 Submittal Requirements |
7 |
| 1.05 Professional Qualifications |
31 |
| 1.06 Changes to these Engineering Standards |
31 |
| 1.07 Design Modification Process |
32 |
| 1.08 Securities |
32 |
| 1.09 Errors and Omissions |
33 |
| 1.10 Inspection |
33 |
| 1.11 Contractor's Responsibility for Scheduling |
34 |
| 1.12 Contractor's Requirements for Testing |
35 |
| 1.13 Safety Requirements |
36 |
| 1.14 Preservation, Restoration, and Cleanup |
37 |
| 1.15 Railroad Crossing |
38 |
| 1.16 Penalties |
39 |
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Chapter 2 - Erosion Control, Clearing, and Grading
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Top
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2.00 General
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1
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2.01 Seasonal Limits
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2
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| 2.02 Preservation of Existing Vegetation |
2
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| 2.03 Temporary Erosion/Sedimentation Control |
2 |
| 2.04 Permanent Erosion Control and Vegetation Restoration |
9 |
| 2.05 100-Year Flood Plan |
9 |
| 2.06 Clearing and Grading on Environmentally Sensitive Lands |
9 |
| 2.07 Environmental Protection during Construction |
10
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| 2.08 Signage |
12
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| 2.09 Contractor Certification |
13 |
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| Figure 2-1: Erosion Control Signage |
13
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| Chapter 3 - Streetsrevised 5/24/09 Speed Humps addition 3.25 per Ordinance No. 09-3701 |
Top |
| 3.00 Functional Classification |
1
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| 3.01 Access |
2
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| 3.02 Intersections, Driveways and Approaches |
4 |
| 3.03 Street Widths |
10
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| 3.04 Surfacing Requirements |
14 |
| 3.05 Design Speed |
15 |
| 3.06 Horizontal Alignment |
16 |
| 3.07 Vertical Alignment |
16
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| 3.08 Transitions |
17
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| 3.09 Dedications and Guarantees |
18 |
| 3.10 Private Streets |
19 |
| 3.11 Street Frontage Improvements |
23 |
| 3.12 Street Ends |
26 |
| 3.13 Medians |
29
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| 3.14 Sight Obstruction Requirements |
29
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| 3.15 Survey Monuments |
30
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| 3.16 Sidewalks |
30 |
| 3.17 Multi-Use Traits |
30
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| 3.18 Bridges |
31 |
| 3.19 Landscaping in the Right-of-Way, Easements, and Access Tracts |
32 |
| 3.20 Street Illumination |
34 |
| 3.21 Traffic Control and Signing |
35 |
| 3.22 Appurtenances |
36 |
| 3.23 Franchise Utilities |
36 |
| 3.24 Trench Backfill and Restoration |
37 |
| Figures |
Top |
Figure 3-1: Corner Lot Setback
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7
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| Figure 3-2: Major Arterial |
11 |
| Figure 3-3: Minor Arterial |
11 |
| Figure 3-4: Collector |
12
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| Figure 3-5: Local: Multi-Family Area |
12 |
| Figure 3-6: Local: Single-Family Area |
13 |
| Figure 3-7: Alley: Commercial & Industrial |
13 |
| Figure 3-8: Alley: Residential |
14 |
| Figure 3-9: Private Street Type I |
21 |
| Figure 3-10: Private Street Type II |
21 |
| Figure 3-11: Private Street Type III |
22
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| Figure 3-12: Minimum Street Improvement |
25
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| Figure 3-13: Cul-De-Sac Dimensions |
27 |
| Figure 3-14: Temporary Cul-De-Sac |
28 |
| Figure 3-15: Trench Patch |
37 |
| Tables |
Top |
| Table 3.1 - Unsignalized Intersection Spacing |
6
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| Table 3.2 - Minimum Distances from Corner Standards |
7 |
| Table 3.3 - Curb Return Radii (Feet) Edge of Pavement/Curb-Minimums |
10
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| Table 3.4 - Major Arterial Surfacing Requirements |
14 |
| Table 3.5 - Minor Arterial Surfacing Requirements |
15 |
| Table 3.6 - Collector Street Surfacing Requirements |
15 |
| Table 3.7 - Local Street and Alley Access Surfacing Requirements |
15 |
| Table 3.8 - Vertical Alignments and Flood Plains |
17 |
| Table 3.9 - Landscaping in the Right-of-Way, Easement, and Access Tracts |
32 |
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| Chapter 4 - Storm Draining |
Top |
| 4.00 General |
1
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| 4.01 Testing and Inspect |
2 |
| 4.02 Emerging Technologies and Experimental BMP's |
3 |
| 4.03 Applicability |
4 |
| 4.04 General Standards |
5 |
| 4.05 Conveyance System Standards |
10 |
| 4.06 Water Quality Standards |
13 |
| 4.07 Water Quantity Standards |
16 |
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| Chapter 5 - Water |
Top |
| 5.00 Utility Easements and Tracts |
1
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| 5.01 General Design Considerations |
1
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| 5.02 Sizing and Pressure Requirements |
3 |
| 5.03 Shut-off Valves |
4 |
| 5.04 Air-Release Valves |
4 |
| 5.05 Hydrants |
4 |
| 5.06 Water Metres |
4 |
| 5.07 Fees and Charges |
6 |
| 5.08 Cross Connection Control |
6 |
| 5.09 Contract for Reimbursement (Latecomer Agreements) |
6 |
| 5.10 Water Quality |
6 |
| 5.11 Plans and Specifications |
6 |
| 5.12 Connections to Existing Pipelines |
7 |
| 5.13 Roadway and Railway Crossing |
7 |
| 5.14 Trench Excavation |
8 |
| 5.15 Pipe in Filled Areas |
8 |
| 5.16 Pipe Installation for Water Mains |
8 |
| 5.17 Bedding and Backfill |
9 |
| 5.18 Hydrostatic Tes |
9 |
| 5.19 Sterilization and Flushing of Water Mains |
10 |
| 5.20 Cross Connection Control and Backflow Assemblies |
10 |
| 5.21 Requirements for Water System Vault Installations |
12 |
| 5.22 Fire Services and Domestic Services |
13 |
| 5.23 Special for Fire Service Only |
13 |
| 5.24 Water Meter Vaults |
14 |
| 5.25 Pressure Reducing Valve Vaults |
14 |
| 5.26 Appurtenances |
14 |
| Tables |
Top |
| Table 5.1 - Maximum Deflection Permitted 18-Foot Length Rope |
9
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| Chapter 6 - Wastewater |
Top |
| 6.00 Extension of the Sewer System and Service |
1
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| 6.01 Plans and Specifications |
5 |
| 6.02 Connections to Existing Systems |
5 |
| 6.03 Roadway and Railway Crossing |
6 |
| 6.04 Trench Excavation |
6 |
| 6.05 Pipe Laying |
6 |
| 6.06 Pipe Bedding |
6 |
| 6.07 Pipe Backfilling |
6 |
| 6.08 Pipe in Filled Areas |
7 |
| 6.09 Cleaning and Flushing |
7 |
| 6.10 Testing of Gravity Sewers |
7 |
| 6.11 Testing of Manholes |
7 |
| 6.12 Television Inspection |
7 |
| 6.13 Testing of Pressure Sewer Mains |
7 |
| 6.14 Manholes |
8 |
| 6.15 Side Sewers |
9 |
| 6.16 Pump Stations |
10
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| 6.17 Mechanical Lifting Devices |
11 |
| 6.18 Pretreatment Facilities |
12 |
| Figures |
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Figure 6-1: Manhole Sizing
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