| 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 |
8 |
| 1.05 Professional Qualifications |
39 |
| 1.06 Changes to these Engineering Standards |
39 |
| 1.07 Design Modification Process |
39 |
| 1.08 Securities |
40 |
| 1.09 Errors and Omissions |
40 |
| 1.10 Inspection |
40 |
| 1.11 Contractor's Responsibility for Scheduling |
42 |
| 1.12 Contractor's Requirements for Testing |
43 |
| 1.13 Safety Requirements |
44 |
| 1.14 Preservation, Restoration, and Cleanup |
44 |
| 1.15 Railroad Crossing |
46 |
| 1.16 Penalties |
46 |
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| Chapter 2 - Erosion Control, Clearing, and Grading |
Top
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| 2.00 Purpose & Objective |
1
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| 2.01 Applicability |
2
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| 2.02 General Requirements |
4
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| 2.03 Seasonal Work Limitations |
5 |
| 2.04 Twelve Elements of Construction Erosion and Sediment Control |
6 |
| 2.05 Erosivity Waiver |
13 |
| 2.06 Underground Utility Construction |
13 |
| 2.07 Historical and Archaeological Areas |
14
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| 2.08 Other Requirements |
14
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| 2.09 Standard Notes for Erosion Control Plans |
14 |
| 2.10 Signage |
16 |
| 2.11 Common Erosion and Sediment Control BMPs |
18 |
| Figures |
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| Figure 2-1: Erosion Control Signage |
17
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Chapter 3 - Streets
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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 |
16 |
| 3.05 Design Speed |
17 |
| 3.06 Horizontal Alignment |
18 |
| 3.07 Vertical Alignment |
18
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| 3.08 Transitions |
19
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| 3.09 Dedications and Guarantees |
20 |
| 3.10 Private Streets |
21 |
| 3.11 Street Frontage Improvements |
25 |
| 3.12 Street Ends |
28 |
| 3.13 Medians |
31
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| 3.14 Sight Obstruction Requirements |
31
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| 3.15 Survey Monuments |
32
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| 3.16 Sidewalks |
32 |
| 3.17 Multi-Use Trails |
32
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| 3.18 Bridges |
33 |
| 3.19 Landscaping in the Right-of-Way, Easements, and Access Tracts |
34 |
| 3.20 Street Illumination |
36 |
| 3.21 Traffic Control and Signing |
37 |
| 3.22 Appurtenances |
39 |
| 3.23 Franchise Utilities |
39 |
| 3.24 Trench Backfill and Restoration |
40 |
| 3.25 Speed Humps |
40 |
| 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 |
12 |
| Figure 3-3a: Industrial Minor Arterial |
12 |
| Figure 3-4: Collector |
12
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| Figure 3-4a: Industrial Collector |
13 |
| Figure 3-4b: Industrial Collector w/Ditch |
13 |
| Figure 3-5: Local: Multi-Family Area |
14 |
| Figure 3-6: Local: Single-Family Area |
14 |
| Figure 3-6a: Roadway with Rain Gardens |
15 |
| Figure 3-7: Alley: Commercial & Industrial |
15 |
| Figure 3-8: Alley: Residential |
16 |
| Figure 3-9: Private Street Type I |
23 |
| Figure 3-10: Private Street Type II |
23 |
| Figure 3-11: Private Street Type III |
24
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| Figure 3-12: Minimum Street Improvement |
27
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| Figure 3-13: Cul-De-Sac Dimensions |
29 |
| Figure 3-14: Temporary Cul-De-Sac |
30 |
| Figure 3-15: Trench Patch |
40 |
| 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 |
16 |
| Table 3.5 - Minor Arterial Surfacing Requirements |
17 |
| Table 3.6 - Collector Street Surfacing Requirements |
17 |
| Table 3.7 - Local Street and Alley Access Surfacing Requirements |
17 |
| Table 3.8 - Vertical Alignments and Flood Plains |
19 |
| Table 3.9 - Landscaping in the Right-of-Way, Easement, and Access Tracts |
35 |
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| Chapter 4 - Storm Draining |
Top |
| 4.00 Purpose |
1
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| 4.01 General |
1 |
| 4.02 Scope |
2 |
| 4.03 Exemptions and Variations |
3 |
| 4.04 Overview of Development Requirements |
6 |
| 4.05 Local Requirements for Development and Redevelopment |
6 |
| 4.06 State Requirements for Development and Redevelopment |
13 |
| 4.07 Local Impact Development |
14 |
| 4.08 Standards for Dispersion and Infiltration |
15 |
| 4.09 Local Credits |
17 |
| 4.10 State Credits |
19 |
| 4.11 Simplified Infiltration Test |
19 |
| 4.12 General Conveyance Requirements |
20 |
| 4.13 Closed Conduit Systems |
20 |
| 4.14 Open Conveyance |
23 |
| 4.15 Private Drainage |
24 |
| 4.16 Subsurface Drainage |
25 |
| 4.17 Curb Cuts and Perforated Connections |
25 |
| 4.18 Tracts and Easements |
26 |
| 4.19 Stormwater Performance Bond |
26 |
| 4.20 As-Built Plans |
27 |
| 4.21 Dedication of Facilities |
27 |
| 4.22 Long-Term Operation and Maintenance |
28 |
| 4.23 Enforcement |
30 |
| 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 Meters |
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
|
| 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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