TABLE OF CONTENTS

DEFINITIONS AND ABBREVIATIONS

1.01 DEFINITIONS

1.02 ABBREVIATIONS

Section 2.00

GENERAL PROVISIONS

2.01 GENERAL

2.02 MATERIALS AND PRACTICES

2.03 CONCRETE

2.04 CLEARING AND GRUBBING

2.05 EARTHWORK

2.06 MAINTENANCE OF TRAFFIC

2.07 INSPECTIONS

2.08 PERMITS

A. City Permits and Approvals

(1) Grading Permits

(2) Residential Driveway Approval

(3) Burning Permit

(4) Blasting Permit

B. State Permits

(1) Sanitary Sewer and Water System Extension

(2) Storm Water Permitting

(3) Highway Entrance Permit

2.09 TREE/SHRUB PLANTING IN THE RIGHT-0F-WAY

A. Location

B. Maintenance

SECTION 3.00

STREETS

3.01 GENERAL

3.02 DESIGN

A. Street Classification

(1) Arterial Streets

(2) Major Collector Streets

(3) Minor Collector Streets

(4) Local Streets

(5) Marginal Access Street

(6) Dead-End Streets (Cul-de-Sacs)

(7) Alleys

(8) Exception to Standards

B. Horizontal Street Design

(1) General Layout and Conformity to Comprehensive Plan

(2) Standards for Curves

(3) Tangent Sections

(4) Angles of Intersections and Compound Curves

(5) Spacing of Intersections

(6) Superelevation

C. Vertical Street Design

(1) Conformity to Existing Grades

(2) Minimum and Maximum Grades

(3) Street Intersection Grades

(4) Vertical Grade Standards

D. Geometrics

(1) Radii

(2) Cul-de-Sac and “Hammer Head” Turn-Arounds

(3) Driveways (Non-Residential and Residential)

(4) Curb and Gutter

(5) Curbs

(6) Parking Lots

(7) Sidewalks

E. Intersection Sight Distance

F. Utility Placement

3.03 RESIDENTIAL STREET CONSTRUCTION AND PAVEMENT DESIGN

A. Typical Street Section

B. Subgrade Preparation

C. Binding Fill to Original Ground

D. Placing, Spreading and Compacting Fill Material

E. Moisture Content

F. Placing and Compacting

G. Completion of General Grading

H. Subgrade Bearing Strength and Pavement Design-Residential Streets

I. Alternative Paving of Equivalent Strength

J. Seasonal Limits

K. Bridge Design

L. Pavement Markings

3.04 MATERIALS

A. Mineral Aggregate Base

B. Prime Coat

C. Bituminous Base Course

D. Wearing Surface

3.05 INSPECTION AND TESTS

A. Streets

B. Curb and Gutter, Driveways

(1) Subgrade

(2) Forms

3.06 FIRE LANES

3.07 STREET SIGNS

3.08 CONNECTION TO EXISTING STREET

SECTION 4.00

SOIL EROSION AND SEDIMENTATION CONTROL

4.01 SCHEDULING

4.02 TEMPORARY MEASURES

A. Silt Fences

B. Diversion Ditches

C. Construction Entrances

D. Sediment or Filter Basins

E. Seeding and Mulching

4.03 PERMANENT MEASURES

A. Ground Cover

B. Riprap Dissipation Pads

4.04 COMPUTATIONS

SECTION 5.00

PIPE TRENCHES

5.01 EXCAVATION AND PREPARATION OF PIPE TRENCHES

5.02 PIPE LAYING AND BACKFILLING

5.03 BORING AND JACKING

SECTION 6.00

WATER DISTRIBUTION

6.01 WATER DISTRIBUTION

A. General Design Criteria

(1) Location and Layout

(2) Sizing

B. Installation

(1) Deflection

(2) Locator Wire for PVC Pipe

(3) Bedding

(4) Service Taps

(5) Minimum Cover

(6) Horizontal Separation

(7) Vertical Separation

(8) Stub Outs

(9) Manufacturer Markings

C. Material

(1) PVC Pipe-Residential

(2) PVC Pipe Non-Residential

(3) Ductile Iron Pipe

6.02 FIRE HYDRANTS AND FIRE PROTECTION

A. General Design Criteria

(1) Required Flow

(2) Adequate Fire Protection

(3) Fire Hydrant Obstruction

(4) Steamer Cap

B. Location

(1) Residential

(2) Non-Residential

C. Specifications

D. Installation

6.03 VALVES AND APPURTENANCES

A. Locations

(1) Gate Valves

(2) Blow-Off Valves

(3) Air Release Valves

B. Specifications

(1) Gate Valves

(2) Valve Boxes

(3) Blow-Off Assemblies

(4) Pipe Fittings

(5) Reaction Blocking

(6) Tapping Sleeves

(7) Air Release Valves

(8) Valve Installation

6.04 WATER SERVICE AND TAPS

A. General

B. Maintenance

C. House Service Connections

D. Materials

(1) Corporation Stops

(2) Service Saddles

(3) Copper Service Tubing

E. Location

F. Meters

6.05 BACKFLOW PREVENTION

6.06 TESTING AND INSPECTION

A. General

B. Disinfection/Chlorination

C. Bacteriological Sampling

D. Hydrostatic Testing

6.07 REPAIR OF WATER LINES

A. Joint Leaks

B. Breaks or Punctures

C. Splits or Blow Outs

D. Service Line Repairs

6.08 ACCEPTANCE OF WATER SYSTEM

A. Residential

B. Non-Residential

SECTION 7.00

SANITARY SEWER

7.01 GRAVITY SEWER MAINS

A. General Design Criteria

(1) Location

(2) Creek Crossing

B. Sizing

(1) Minimum Size

(2) Flow Factors

Land Use

Flow Factor

C. Slopes

(1) Minimum Slope

(2) Maximum Slope

D. Installation

(1) Minimum Cover

(2) Sewer Depths

(3) Excavation and Backfilling

(4) Material Transitions

(5) Horizontal Separation

(6) Vertical Separation

(7) Grading of Easement

(8) Plugging

E. Pipe Materials

(1) Ductile Iron Pipe

(2) Polyvinyl Chloride (PVC) Pipe

F. Additional Requirements for Sewer Pipe Installation

(1) Installation

(2) Specifications

(3) Deflection

(4) Pipe Joints

(5) Trench Width

(6) Bedding

(7) Check Dams

(8) Shoring

7.02 SEPTIC SYSTEMS

7.03 FORCE SEWER MAINS

A. Sizing

B. Materials

(1) Ductile Iron Pipe

(2) Pipe Joints

(3) PVC Pipe

(4) Pipe Fittings

C. Force Main Installation

(1) PVC Pipe

(2) Reaction Blocking

(3) Force Main Pipe Cover

(4) Bedding

(5) Valves

(6) Receiving Manhole

(7) Identification

7.04 MANHOLES

A. Design

(1) Spacing

(2) Size

B. Installation

(1) Inverts

(2) Manhole Drops

(3) Finished Top Grade

(4) Manhole Foundations

(5) Manhole Joints

(6) Manhole Connectors

(7) Exterior Surface

C. Materials

(1) Precast Concrete Manholes

(2) Frames and Covers

(3) Watertight Frames and Covers

(4) Manhole Steps

7.05 SERVICE CONNECTIONS

A. Materials

(1) PVC Pipe

(2) Service Saddles

B. Installation

(1) Service Taps

(2) Bedding

(3) General Requirements

7.06 TESTING AND INSPECTION

7.07 REPAIR OF SANITARY SEWER LINES

7.08 SEWAGE PUMP STATIONS

A. General Requirements for Sewage Pump Stations

B. Pumping Rates and Number of Units

C. Piping Valves

D. Priming

E. Controls and Control Panels

(1) General

(2) Submersible Pumping Stations

(3) Above Ground Suction Lift Station

F. Materials

G. Wet Well

H. Electrical

I. Ventilation

J. Suction Lift Stations

(1) Priming

(2) Capacity

(3) Air Relief

K. Submersible Pumping Stations

(1) Pump Removal

(2) Controls

(3) Valves

(4) Submergence

L. Warranties and Documentation

(1) Warranties

(2) Documentation

M. Testing and Inspection

(1) Hydrostatic Testing of Force Main

(2) Operational Test

N. Developer’s Responsibility

7.09 ACCEPTANCE OF SANITARY SEWER SYSTEMS

SECTION 8.00

STORM DRAINAGE

8.01 STORM SEWERS

A. Design

(1) Location

(2) Sizing

(3) Installation

(4) Pipe Outlets

(5) Street Drainage

(6) Design Data

8.02 MATERIALS

A. Pipe Materials

(1) Reinforced Concrete Pipe

(2) Corrugated Steel Pipe or Pipe-Arch

(3) High Density Polyethylene Corrugated Storm Sewer Pipe

B. Structure Materials

(1) Clay Brick

(2) Concrete Masonry Units

(3) Precast Concrete Manholes

(4) Manhole Frames and Covers

(5) Manhole Steps

(6) Catch Basin Grates

8.03 PERFORMANCE CRITERIA

8.04 STORM WATER IMPOUNDMENTS

A. General

B. Minimum Design Requirements For City Acceptance

(1) Executive Summary

(2) Detailed Drawings

(3) Sediment Basin

(4) Emergency Spillway

(5) Spillway Construction

(6) Discharge Structure

(7) Orifice Plate

(8) Basin Aesthetics

(9) Basin Swale

(10) Concrete Headwalls

(11) Soil Type and Compaction

(12) Seeding Basin Slopes

(13) Basin Slopes

(14) Sodding

(15) Trash Rack

(16) Basin Floor

(17) Access Road

(18) Landscaping

(19) Basin Storage Volume

SECTION 9.00

“AS BUILT” DRAWING REQUIREMENTS

9.01 STREETS

9.02 STORM DRAINAGE

9.03 WATER SYSTEM

9.04 SANITARY SEWER SYSTEM

SECTION 10.00

STANDARD DETAILS

STREETS

SOIL EROSION AND SEDIMENT CONTROL

PIPE TRENCHES

WATER DISTRIBUTION

SANITARY SEWERS