Home
Engineering
West Main Street Realignment Project
Operations
Southwest Washington Regional Airport
Parks
References Materials
City of Kelso Public Works
"City of Friendly People"
Engineering Design Manual
upcoming kelso events
Community Calendar
Engineering Design Manual



                                           
Files could be up to 3 Mb in size.


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 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
   
Chapter 2 - Erosion Control, Clearing, and Grading
 
Top
 
2.00 Purpose & Objective 1
 
2.01 Applicability 2
 
2.02 General Requirements 4
 
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
 
2.08 Other Requirements 14
 
2.09 Standard Notes for Erosion Control Plans 14
2.10 Signage 16
2.11 Common Erosion and Sediment Control BMPs 16
Figure 2-1: Erosion Control Signage  16
 
   
Chapter 3 - Streets
Top
3.00 Functional Classification 1
 
3.01 Access 2
 
3.02 Intersections, Driveways and Approaches 4
3.03 Street Widths 11
 
3.04 Surfacing Requirements 17
3.05 Design Speed 18
3.06 Horizontal Alignment 19
3.07 Vertical Alignment 19
 
3.08 Transitions 20
 
3.09 Dedications and Guarantees 21
3.10 Private Streets 22
3.11 Street Frontage Improvements 26
3.12 Street Ends 29
3.13 Medians 32
 
3.14 Sight Obstruction Requirements 32
 
3.15 Survey Monuments 33
 
3.16 Sidewalks 33
3.17 Multi-Use Traits 34
 
3.18 Bridges 34
3.19 Landscaping in the Right-of-Way, Easements, and Access Tracts 35
3.20 Street Illumination 37
3.21 Traffic Control and Signing 38
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
 
7
 
Figure 3-2: Major Arterial 11
Figure 3-3: Minor Arterial 12
Figure 3-3a: Industrial Minor Arterial 12
Figure 3-4: Collector 13
 
Figure 3-4a: Industrial Collector 13
Figure 3-4b: Industrial Collector w/Ditch 14
Figure 3-5: Local: Multi-Family Area 14
Figure 3-6: Local: Single-Family Area 15
Figure 3-6a: Roadway with Rain Gardens 16
Figure 3-7: Alley: Commercial & Industrial 16
Figure 3-8: Alley: Residential 17
Figure 3-9: Private Street Type I 24
Figure 3-10: Private Street Type II 24
Figure 3-11: Private Street Type III 25
 
Figure 3-12: Minimum Street Improvement 28
 
Figure 3-13: Cul-De-Sac Dimensions 30
Figure 3-14: Temporary Cul-De-Sac 31
Figure 3-15: Trench Patch 40
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 17
Table 3.5 - Minor Arterial Surfacing Requirements 18
Table 3.6 - Collector Street Surfacing Requirements 18
Table 3.7 - Local Street and Alley Access Surfacing Requirements 18
Table 3.8 - Vertical Alignments and Flood Plains 20
Table 3.9 - Landscaping in the Right-of-Way, Easement, and Access Tracts 35
   
Chapter 4 - Storm Draining Top
4.00 Purpose 1
 
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 14
4.07 Local Impact Development 15
4.08 Standards for Dispersion and Infiltration 16
4.09 Local Credits 17
4.10 State Credits 19
4.11 Simplified Infiltration Test 20
4.12 General Conveyance Requirements 20
4.13 Closed Conduit Systems 20
4.14 Open Conveyance 24
4.15 Private Drainage 24
4.16 Subsurface Drainage 25
4.17 Curb Cuts 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
 
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

Appendix C - Table 4.1 - Summary of Most Common State Flow and Quality Control Credits in Ecology's SMMWW
Appendix D - Local and State Requirements Flowcharts
Appendix E - Design Storm Data
Appendix F - Common Onsite Runoff Management BMPs
Appendix G - Open Pit Fallling Head Infiltration Test
Appenidix H - Sample Covenant Language

For more information please Contact our Staff.



web site by omOriginals Design Studio.