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Engineering Design Manual



                                           
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Chapter 1 - General Design Requirements  Top
1.00 Requirements for Public Improvements
1
1.01 Precedence of Documents 1
1.02 Abbreviations and Definitions
1.03 Permits
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 
   
Chapter 2 - Erosion Control, Clearing, and Grading
 
Top
 
2.00 General
 
1
 
2.01 Seasonal Limits
 
2
 
2.02 Preservation of Existing Vegetation 2
 
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
 
2.08 Signage 12
 
2.09 Contractor Certification 13
   
Figure 2-1: Erosion Control Signage  13
 
   
Chapter 3 - Streetsrevised 5/24/09 Speed Humps addition 3.25 per Ordinance No. 09-3701  Top
3.00 Functional Classification 1
 
3.01 Access 2
 
3.02 Intersections, Driveways and Approaches 4
3.03 Street Widths 10
 
3.04 Surfacing Requirements 14
3.05 Design Speed 15
3.06 Horizontal Alignment 16
3.07 Vertical Alignment 16
 
3.08 Transitions 17
 
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
 
3.14 Sight Obstruction Requirements 29
 
3.15 Survey Monuments 30
 
3.16 Sidewalks 30
3.17 Multi-Use Traits 30
 
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
 
7
 
Figure 3-2: Major Arterial 11
Figure 3-3: Minor Arterial 11
Figure 3-4: Collector 12
 
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
 
Figure 3-12: Minimum Street Improvement 25
 
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
 
Table 3.2 - Minimum Distances from Corner Standards 7
Table 3.3 - Curb Return Radii (Feet) Edge of Pavement/Curb-Minimums 10
 
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
   
Chapter 4 - Storm Draining Top
4.00 General 1
 
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
   
Chapter 5 - Water Top
5.00 Utility Easements and Tracts 1
 
5.01 General Design Considerations 1
 
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
 
   
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
 
6.17 Mechanical Lifting Devices 11
6.18 Pretreatment Facilities 12
Figures  

Figure 6-1: Manhole Sizing

 
Appendix A - Procedure for Permit Projects by Private Contract Top

Appendix B - Longview-Kelso Urban Area Access Management for Roads and Streets


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