Henderson County, KY
 
By using eCode360 you agree to be legally bound by the Terms of Use. If you do not agree to the Terms of Use, please do not use eCode360.
Table of Contents
Table of Contents
[HISTORY: Adopted by Henderson County. Amendments noted where applicable.]
GENERAL REFERENCES
Driveways — See Ch. 118.
Sewers — See Ch. 205.
Streets and sidewalks — See Ch. 214.
Zoning — See Appendix A.
Subdivision Regulations — See Appendix B.
Ca Exhibit Diagrams
SECTION 1 INTRODUCTION

1.0 Purpose.

1.1 General.

1.2 References.

1.3 Interpretation.

1.4 Obligation of the developer.

1.5 Plans.

1.6 Cooperation.

1.7 Defective materials and workmanship.

1.8 Inspection during construction.

1.9 Final inspection.

1.10 Existing utilities.

1.11 Permits, easements and rights-of-way.

1.12 Soil and/or material testing.

1.13 Erosion and water pollution control.

SECTION 2 MATERIALS

2.0 Purpose.

2.1 Portland cement concrete.

2.2 Bituminous concrete.

2.3 Aggregate materials.

2.4 Reinforced concrete pipe.

2.5 Corrugated metal pipe.

2.6 Corrugated high density polyethylene (HDPE) pipe.

2.7 Steel casing pipe.

2.8 Alternative pipes.

2.9 Seed.

SECTION 3 STREETS

3.0 Purpose.

3.1 Street geometries.

3.2 Earthwork.

3.3 Base course for bituminous concrete and cement concrete surfaces.

3.4 Bituminous concrete base and surface course.

3.5 Portland cement concrete pavement.

SECTION 4 SIDEWALKS, CURB AND GUTTER

4.0 Purpose.

4.1 Sidewalks, curb and gutter.

4.2 Concrete sidewalks.

4.3 Curb and curb and gutter.

4.4 Ramps for the handicapped.

SECTION 5 STORM SEWERS

5.0 Purpose.

5.1 Design requirements.

5.2 Pipe and joints.

5.3 Trench excavation.

5.4 Pipe bedding.

5.5 Laying of pipe.

5.6 Backfilling pipeline trenches.

5.7 Removal and replacement of existing facilities.

5.8 Concrete cradle, anchors, or encasement.

5.9 Manholes.

5.11 Curb inlets, grate inlets, and headwalls.

5.12 Clean up.

SECTION 6 SANITARY SEWERS

6.0 Design requirements.

6.1 Pipe and fittings.

6.2 Trench excavation.

6.3 Pipe bedding.

6.4 Laying pipe.

6.5 Obstructions.

6.6 Shoring, sheeting and bracing of excavations.

6.7 Backfilling pipeline trenches.

6.8 Testing of lines.

6.9 Manholes.

6.10 Service laterals.

6.11 Connections to existing lines.

6.12 Removal and replacement of existing facilities.

6.13 Concrete cradle, anchors, or encasement.

6.14 Locating near water mains.

6.15 Replacement of existing mail boxes, culverts, clothes line posts, fences and other such facilities.

6.16 Steel, plain end casing pipe.

6.17 Clean-up.

6.18 Seeding and sodding.

Article 7 WATER MAINS IN HWU SERVICE AREA

7.0 Design requirements.

7.1 Pipe, fittings and valves.

7.2 Trench excavation.

7.3 Pipe bedding.

7.4 Installing pipe, fittings and hydrants.

7.5 Obstructions.

7.6 Shoring, sheeting and bracing of excavations.

7.7 Backfilling pipeline trenches.

7.8 Testing of lines.

7.9 Disinfection.

7.10 Service connections.

7.11 Removal and replacement of existing facilities.

7.12 Locating near sewer mains.

7.13 Replacement of existing mail boxes, clothes line posts, fences and other facilities.

7.14 Clean-up.