Chapter 3: Permit Procedures and Requirements

Similar documents
CITY UTILITIES DESIGN STANDARDS MANUAL

SECTION 3 DRAINAGE. 3-1 General. 3-2 Drainage Ordinances and Legal Requirements

CITY OF ASTORIA PUBLIC WORKS ENGINEERING DIVISION ENGINEERING DESIGN STANDARDS FOR IN-FILL DEVELOPMENT

SECTION MEASUREMENT AND PAYMENT

UNIFORM DESIGN AND CONSTRUCTION STANDARDS FOR EXTENDING WATER DISTRIBUTION SYSTEMS SECTION 2 DESIGN STANDARDS

SECTION STORM DRAINAGE DESIGN, GRADING, AND WATER QUALITY TECHNICAL CRITERIA TABLE OF CONTENTS PAGE 402 STORM DRAINAGE DESIGN CRITERIA 400-1

APPLICATION FOR PUBLIC INFRASTRUCTURE PERMIT

INSPECTION AND ACCEPTANCE FOR MAINTENANCE

CHECKLIST FOR STREETS, INLETS, AND STORM SEWER DESIGN

SECTION TRENCHING & BACKFILLING

Contact the Jurisdictional Engineer for materials allowed by each jurisdiction.

CONSTRUCTION PLAN REVIEW CHECKLIST FOR PRIVATE DEVELOPMENT

SPECIFICATIONS FOR STREET CONSTRUCTION WITHIN THE TOWN OF PLAINVILLE

City of Elgin SUBDIVISION FINAL ENGINEERING Engineering Submittal Checklist

SECTION 4 - DESIGN STANDARDS FOR WATER DISTRIBUTION FACILITIES

ENLOE CAMPUS STORM DRAIN AND STREET IMPROVEMENTS (Project Title) PROJECT NO. MAJGC / (Budget Account Number)

PART 3 - STANDARDS FOR SEWERAGE FACILITIES DESIGN OF STORM SEWERS

SECTION 820 PUMP STATION DEMOLITION AND SITE RESTORATION

Classifications of Improvements and Definitions

SECTION CONSTRUCTION SERVICES

7. EXCAVATION IN PUBLIC STREETS The E-Permit & U-Permit

SECTION 19 - TRENCH EXCAVATION, BEDDING AND BACKFILL TABLE OF CONTENTS

CHECK THE LOWER RIGHT CORNER OF EACH DETAIL FOR THE LATEST REVISION.

RICHFIELD CITY CONSTRUCTION STANDARDS

SECTION WATER MAINS CITY OF LEE S SUMMIT, MISSOURI DESIGN CRITERIA

C. Foundation stabilization for pipe and utility structures.

Mason County Road Commission

DESIGN AND CONSTRUCTION STANDARDS CODE

1.02 RELATED WORK: Refer to the following sections for related work: Section 4000-Concrete Materials and Methods

CLEVELAND DIVISION OF WATER CONSTRUCTION STANDARDS. Details Index

BASED ON DFD MASTER SPECIFICATION DATED 2/24/2014

Chapter 8. Inlets. 8.0 Introduction. 8.1 General

Drainage structure refers to manholes, catch basins, leaching basins, inlets and drop inlets. Drainage structures are designated as follows.

TRENCHLESS CONSTRUCTION (BORING, JACKING, AND TUNNELING)

CONSTRUCTION SURVEY. Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following:

CITY OF TROY CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587

Town of New Tecumseth Engineering Design Criteria and Standards for Subdivisions and Capital Works Projects

3.0 DESIGN CRITERIA FOR SANITARY SEWER FACILITIES

B. Backfill and compact utility bedding and fill placed in the utility trenches between the top of the utility bedding and the subgrade elevation.

DIVISION 33 UTILITIES

PUBLIC INFRASTRUCTURE DESIGN STANDARDS

Plan Name Plan No. Submitting Firm Contact Engineer. Review Date ESI Team ENGINEERS AND SURVEYORS INSTITUTE PEER REVIEW CHECKLIST CITY OF ALEXANDRIA

This is only a general checklist; please refer to the CVWD Development Design Manual (DDM) for all requirements and regulations.

CHAPTER 200 STORM SEWER CONSTRUCTION STANDARDS

CITY OF TACOMA RIGHT-OF-WAY RESTORATION POLICY. Guidance on restoration of City Rights-of-Way

GWINNETT COUNTY STORM SEWER PIPE STANDARDS

PERMITTING AND CONSTRUCTION MANUAL

4A General Information A. Concept... 1 B. Conditions... 1

WATER SUPPLY CODE. of Australia. WSA Version 2.3

PERMEABLE INTERLOCKING PAVERS

Chapter 4. Drainage Report and Construction Drawing Submittal Requirements

VALLEY COUNTY MINIMUM STANDARDS FOR PUBLIC ROAD DESIGN AND CONSTRUCTION

DOCUMENT ADDENDUM No. 2

SECTION 19 - TRENCH EXCAVATION, BEDDING AND BACKFILL TABLE OF CONTENTS

PART 5 WATER SYSTEMS

Project Need and Evaluation

CONSTRUCTION STANDARDS SECTION CS 3 TRENCH FOUNDATION, BEDDING AND BACKFILL

ENGINEERING DESIGN & IMPROVEMENT STANDARDS

Chapter 7. Street Drainage. 7.0 Introduction. 7.1 Function of Streets in the Drainage System. 7.2 Street Classification

BIDDING SCHEDULE SEWER LIFT STATION NO. 2 REPLACEMENT PROJECT CITY OF ALHAMBRA City s Project No. N2M17-83

CITY OF TAMPA WASTEWATER DEPARTMENT TECHNICAL STANDARDS GUIDELINE. FOR CONSTRUCTION OF WASTEWATER FACILITIES July 2014 Version 6

TCC/SHORE TRANSIT BUS MAINTENANCE FACILITY - PHASE II

SPECIAL NOTES FOR CONTRACT. Bidding Requirements and Conditions. Specifications Governing this Project

B. Subsurface data is available from the Owner. Contractor is urged to carefully analyze the site conditions.

CITY STANDARD DETAILS FOR CITY OF JACKSONVILLE FLORIDA DEPARTMENT OF PUBLIC WORKS

TABLE OF CONTENTS SECTION 700 STORM DRAINAGE STANDARDS...

Chapter 11 Culverts and Bridges

Highway Drainage 1- Storm Frequency and Runoff 1.1- Runoff Determination

SECTION IV. PIPELINE EXCAVATION AND BACKFILL

Construction Specification for Utility Adjustments

TRANSPORTATION & PUBLIC WORKS DEPARTMENT TECHNICAL STANDARDS

EXCAVATION & BACKFILLING GUELPH TRANSIT OPERATIONS & MAINTENANCE SECTION WATSON ROAD FACILITY PAGE 1 OF 6 WATER RECLAMATION PROJECT JUNE 2013

1400 SUBDIVISION ROADS CHAPTER

SECTION FACILITY SANITARY SEWERS

All service lines shall conform to the following requirements:

SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS

E. GILMAN STREET, N. PINCKNEY STREET, AND N. BUTLER STREET RESURFACING WITH UTILITIES ASSESSMENT DISTRICT CONTRACT NO DATE: 9/22/17

VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER SS BID PROPOSAL

7. A saucer of soil shall be formed so that water is directed down through the roots or root ball rather than around the root ball.

CONSTRUCTION SPECIFICATION FOR TRENCHING, BACKFILLING, AND COMPACTING

SECTION EXCAVATION AND BACKFILL FOR UTILITIES AND STRUCTURES

Construction Documents (CDs) Required Signature Blocks and Standard Notes

Standard Construction Specifications & Subdivision Regulations. Roswell, Georgia

SECTION 19 - TRENCH EXCAVATION, BEDDING AND BACKFILL TABLE OF CONTENTS

PART V - STORM DRAIN DESIGN CRITERIA

ENGINEERING DESIGN STANDARDS

Public Works Design Manual

Rural Servicing Guidelines

FIRM NAME DESIGNER: CHECKER: DATE: FPID #: DESCRIPTION: COUNTY: DRAINAGE DESIGN CHECKLIST. Designers Initials. Checkers Initials.

SECTION 1100 GRADING 1102 MATERIALS AND DEFINITIONS.

A.3 Concrete Cross gutter 18

CW 3620 INSTALLATION OF UNDERGROUND TRAFFIC SIGNAL SERVICES TABLE OF CONTENTS

Contact Clark Public Utilities Construction Services department at (360) to initiate a request for service.

CURRENT NORTH LAS VEGAS ADDENDA

4.8. Subsurface Infiltration

Ordinance No Lot Surface Drainage

CITY OF LETHBRIDGE INFRASTRUCTURE SERVICES DEPT. CONSULTING ENGINEER S LAND DEVELOPMENT FIELD SERVICES GUIDELINES

Zoning Permits 11-1 ZONING PERMITS

The Contract Documents for the referenced project are hereby amended in the following particulars only, with all other conditions remaining unchanged.

MANHOLES, VAULTS AND CATCH BASINS SECTION A. Section Soil and Aggregate Materials. C. Section Storm Drainage Systems

Transcription:

Chapter 1: General Provisions 1 1 Short Title 1 2 Jurisdiction 1 3 Amendments and Revisions 1 4 Enforcement Responsibility 1 5 Review Process 1 6 Prior Approval 1 7 Relationship to Other Standards 1 8 Variances 1 9 Private Facilities Chapter 2: Submittal Procedures 2 1 General 2 2 Submittal of Reports and Plans for Review 2 3 Acceptance of Reports and Plans 2 4 Revisions to Accepted Plans Chapter 3: Permit Procedures and Requirements 3 1 Application Requirements and Procedures 3 1 1 Permit Application 3 1 2 Types of Permits 3 1 3 Emergency Repairs 3 1 5 Issuance of Permits 3 1 6 Time Limits 3 1 7 Cancellation 3 2 Permit Standards and Conditions 3 2 1 Permit Approval 3 2 2 Street Restoration 3 2 3 Landscaping 3 2 4 Relocating Utilities 3 2 5 Permit Release 3 3 Bonds, Letters of Credit, and Insurance 3 3 1 Bonds 3 3 2 Inadequate Bond 3 3 4 Letters of Credit 3 3 5 Other Forms of Security 3 3 6 Liability Insurance 3 4 Construction Specifications 3 4 1 Disruption of Street Surfaces 3 4 2 Disruption of Bitumous and Gravel Surfaces 3 4 3 Disruption of Concrete Surfaces 3 5 Traffic and Pedestrian Control 3 5 1 Street Closure 3 5 2 Signing 3 5 3 Guards and Flares 3 6 Restoring Pavement or Surfaces - Noncompliance 3 7 Utility Installations 3 7 1 Underground 3 7 2 Overhead 3 8 Fees

Chapter 4: Utility Locations and City Utility Easements 4 1 Purpose of Standard Locations 4 1 1 Conflicts 4 1 2 Relocations 4 2 Plans Required 4 2 1 Construction Approval 4 2 2 Conformance 4 3 Location of Utilities 4 3 1 Water Main 4 3 2 Sanitary Sewer 4 3 3 Storm Sewer 4 3 4 Underground Power 4 3 5 Other Utilities 4 3 6 Utility Facilities 4 4 Location Requirements 4 5 Interruption of Traffic 4 6 City Utility Easement Requirements 4 7 Easement Identification Chapter 5: Street Access and Parking 5 1 Traffic Impact Studies 5 1 1 Responsibilities for Traffic Impact Report 5 1 2 Report Format 5 1 3 Revisions to Traffic Report 5 1 4 Report Submittals 5 2 Access Control 5 2 1 General Access 5 2 2 Definition of Terms for Access Control 5 2 3 Basic Principles for Curb Openings and Driveways 5 2 4 General Requirements for Curb Openings 5 3 Access Design 5 3 1 Driveway Spacing 5 3 2 Driveway Design 5 4 Off-Street Parking Area 5 4 1 General 5 4 2 Minimum Parking Space Dimensions 5 4 3 Backing Into Street Not Allowed 5 4 4 Backing Over Sidewalk Not Allowed Table 5 3 Minimum Parking Lot Requirements 5 5 On Street Diagonal Parking 5 5 1 General Chapter 6: Geotechnical Exploration and Report 6 1 General 6 2 Soil Exploration 6 2 1 General 6 2 2 Sampling 6 2 3 Testing 6 3 Report 6 3 1 General 6 3 2 Special Geotechnical Conditions 6 3 3 Grading and Foundation 6 3 4 Subgrade and Pavement

Chapter 7: Grading 7 1 General 7 2 Grading Requirements for Subdivisions 7 3 Grading Requirements for Ditches Chapter 8: Street Design and Pavement Thickness 8 1 General 8 2 Access Management 8 2 1 Access 8 2 2 Right of Way Permit 8 2 3 Access Category 8 2 4 Spacing of Direct and Indirect Access, Angle of Intersection, and Offsets 8 2 5 Functional Street Classification 8 3 Roadway Design and Technical Criteria 8 3 1 Roadway Driving Surfaces 8 3 2 Separate Turning Lanes 8 3 3 Parking 8 3 4 Flares 8 4 Sidewalks 8 4 1 General Standards and Location 8 4 2 Construction materials for sidewalks and vehicle crossings 8 4 3 Sidewalk Curb Ramps 8 4 4 Sidewalk Curb Ramp Landing 8 4 5 Sidewalk Cross Slopes 8 4 6 Sidewalk Grade 8 4 7 Sidewalk Width 8 4 8 Sidewalk Thickness 8 4 9 Sidewalk Vertical Clearance 8 4 10 Sidewalk Surface 8 6 Curb and Gutter Construction 8 6 1 Construction 8 6 2 Thickness 8 6 3 Construction materials for curb and gutter 8 7 Bicycle Paths 8 7 1 General 8 8 Drainage 8 8 1 Valley Gutters 8 8 2 Inlets 8 8 3 Cross-slope 8 8 4 Temporary Erosion Control 8 8 5 Sidewalk 8 9 Horizontal Alignment 8 9 1 Horizontal Curves 8 9 2 Curb Return Radius 8 9 3 Construction Signs and Barricades 8 9 4 Cul-de-sacs 8 10 Vertical Alignment 8 10 1 Changing Grades 8 10 2 Vertical Curves 8 10 3 Intersections 8 10 4 Curb Returns 8 10 5 Connection with Existing Roadways 8 11 Off-Site Design 8 12 Construction Traffic Control 8 13 Turn Lanes 8 14 Pavement Thickness

8 15 Rural Subdivision Road Standards Chapter 9: Sanitary Sewers 9 1 General Requirements 9 1 1 Design 9 1 2 Construction Standards 9 2 Plan Submittals 9 2 1 Subdivision Plan Submittals 9 2 2 Capital Improvement Project Plan Submittals 9 3 Determination of Flow 9 3 1 Lateral Sewers 9 3 2 Trunk Sewers 9 3 3 Area 9 3 4 Special Design Densities 9 3 5 Density Design Table 9 4 Facility Design 9 4 1 Capacity of Pipe 9 4 2 Velocity within Pipe 9 4 3 Approved Pipe Materials 9 4 4 Force Main Minimum and Maximum Velocity 9 4 5 Size of Sewer Pipe 9 4 6 Depth of Sewer 9 4 7 Alignment of Sewers 9 4 8 Physical Requirements 9 4 9 Sewer Services 9 4 10 Sewage Lift Stations 9 5 Sanitary Sewer Easements Chapter 10: Water Mains 10 1 General 10 2 Fire Hydrants 10 3 Valves 10 4 Meters 10 5 Cross-Connection Control and Backflow Prevention 10 6 Lawn Irrigation Systems 10 7 Service Lines 10 8 Material Specifications 10 9 Manufactured Home Parks 10 10 Water Loading Stations 10 11 Separation and Crossing of Water Main

Chapter 11: Drainage Improvements 11 1 REQUIREMENTS FOR STORM DRAINAGE PLANS 11 1 1 General 11 1 2 Minor and Major Design Storms 11 1 3 Design Storm Calculations 11 1 3 1 Introduction 11 1 3 2 Design Frequencies 11 1 3 3 Design Rainfall 11 1 3 4 Methods 11 1 3 5 Time of Concentration and Travel Time 11 1 3 6 Rainfall Intensity (I) 11 1 3 7 Runoff Coefficient (C) 11 1 4 Developers Preliminary Drainage and Grading Plan 11 1 5 Development Engineering Final Drainage Plan 11 1 6 Existing Floodplain Map Revisions 11 1 7 Review by Other Agencies 11 2 STORM SEWERS 11 2 1 Design Flow 11 2 2 Material and Installation 11 2 3 Location of Storm Sewers 11 2 3 1 Placement 11 2 3 2 Easements 11 2 4 Size 11 2 5 Depth 11 2 6 Pipe 11 2 7 Velocity 11 2 8 Pipe Strength 11 2 9 Alignment 11 2 10 Separation 11 2 10 1 Horizontal Separation Water Main 11 2 10 2 Crossings Water Main 11 2 10 3 Separation - Sanitary Sewer 11 2 10 4 Crossing Sanitary Sewer 11 3 STORM SEWER APPURTENANCES 11 3 1 Junction Boxes 11 3 1 1 Location 11 3 1 2 Flow Channels 11 3 2 Outlets 11 3 3 Inlets 11 3 3 1 Introduction 11 3 3 2 Inlet Standards 11 3 3 3 Continuous Grade 11 3 3 4 Capacity of Grated Inlets in Sump 11 4 CULVERTS 11 4 1 General 11 4 2 Design Criteria 11 5 OPEN CHANNEL FLOW, MAJOR DRAINAGEWAY 11 6 STREET FLOW CAPACITY 11 6 1 General 11 6 2 Street Capacity for Minor Storms 11 6 3 Street Capacity for Major Storms

11 6 4 Cross Street Flow 11 6 5 Capacity Calculation 11 6 6 Drainage Tract Requirements 11 6 7 Sump Pump Collection Systems 11 7 DETENTION STORAGE 11 7 1 General 11 7 2 Design Storm 11 7 3 Release Methods 11 7 4 Maximum Release Rate 11 7 5 Maintenance Requirements 11 7 6 Adjacent Property Elevations 11 8 BEST MANAGEMENT PRACTICES Chapter 12: Erosion and Sediment Control 12 1 1 General 12 1 2 Performance Objectives 12 1 3 Erosion and Sediment Control Plan 12 2Erosion Control 12 2 1 Surface Roughening 12 2 2 Mulching 12 2 3 Revegetation 12 2 4 Roads and Soil Stockpiles 12 3 Sediment Control 12 3 1 Vehicle Tracking 12 3 2 Slope Length and Runoff Considerations 12 3 3 Sediment Entrapment Facilities 12 4 Drainageway Protection 12 4 1 Working Within or Crossing a Waterway 12 4 2 Temporary Channel Diversions 12 4 3 Outlet Protection 12 4 4 Inlet Protection 12 5 Underground Utility Construction 12 6 Disposition of Temporary Measures 12 7 Maintenance 12 8 Pollution Prevention Using Nonstructural BMPs 12 8 1 Objectives in the Use of Nonstructural BMPs 12 8 2 Nonstructural BMP Effectiveness 12 8 3 Pollutant Removal Mechanisms 12 8 4 Selection of Appropriate Nonstructural BMPs 12 8 5 Good Housekeeping 12 8 6 Spill Prevention and Response 12 8 7 Identification of Spill Areas 12 8 8 Material Handling Procedures 12 8 9 Spill Response Procedures and Equipment 12 9 Inspections 12 10 Construction Control Measures 12 10 1 Concrete Washout Facility 12 10 2 Limits of Construction 12 11 Final Stabilization

Chapter 13: General Submittal Procedures for Subdivisions 13 1 General Subdividing Requirements 13 2 Sketch Plan 13 3 Preliminary Plat and Plans 13 4 Final Plat and Plans Chapter 14: General Submittal Procedures for Public Improvements 14 1 General 14 2 Title Sheet 14 3 General Information to be Shown on Detailed Plans 14 4 Street and Storm Sewer Plans 14 5 Sanitary Sewer Plans 14 6 Drainage Ditch and Drainage way Plans 14 7 Water Main Plans 14 8 Erosion Control Plans 14 9 Street Light Plans Chapter 15: Acceptance Procedures and Requirements for Private Construction of Public Improvements 15 1 Application of Standards 15 1 1 Acceptance Limitation 15 2 Acceptance and Warranty 15 2 1 As-built drawings 15 2 1 Utility Acceptance and Warranty 15 2 2 Final Acceptance and Warranty 15 3 General Chapter 16: Minimum Testing Requirements for Public Improvements 16 1 Uniform Testing Guidelines 16 2 Testing 16 3 Test Report Required 16 4 Test Failure 16 5 City-Required Tests 16 6 Construction Engineering for Developments 16 7 Additional Tests 16 8 Conflicts Chapter 17: Street Lighting 17 1 General 17 2 Street Light Locations and Spacing 17 3Junction Boxes 17 4 Conduits 17 5 Concrete Street Light Footing 17 6 Direct Bury Street Lights 17 7 Meter and Meter Pedestal 17 8 Power Supply 17 9 Manufactured Home Parks and Private Streets 17 10 Easements 17 11 Testing 17 12 Payment

Supplemental Standards: Warranty for Construction Activity 1 1 Utility Construction Activity 1 2 Surface Construction Activity 1 3 Final Site Stabilization Requirements 1 4 Final Stabilization Sanitary Sewer Construction 1 GENERAL 1 1 SCOPE OF WORK 1 2 TERM OF WARRANTY 1 3 QUALITY CONTROL AND SUBMITTALS 1 4 PAYMENT 1 5 ACCEPTANCE 1 6 SEWAGE LIFT STATION 1 7 REFERENCES 2 MATERIALS 2 1 SANITARY SEWER GRAVITY PIPE 2 2 PIPE JOINT MATERIALS 2 3 SANITARY SEWER FORCE MAIN PIPE 2 4 MISCELLANEOUS PIPE MATERIALS 2 5 MANHOLE MATERIALS 2 6 BEDDING MATERIAL 2 7 TRENCH STABILIZATION MATERIAL 2 8 GEOTEXTILE FABRIC 2 9 GRANULAR MATERIAL 2 10 FLOWABLE FILL 2 11 CASING PIPE AND BORING MATERIALS 2 12 SANITARY SEWER SERVICE LINES 2 12 4 SANITARY SEWER SERVICE PIPE COUPLINGS 2 12 5 REDUCERS 2 12 6 SANITARY SEWER SERVICE PIPE LINING REPAIRS 2 12 7 SANITARY SEWER SERVICE PIPE BEDDING MATERIAL 3 CONSTRUCTION REQUIREMENTS 3 1 ALIGNMENT AND GRADE 3 2 UNDERGROUND INTERFERENCE 3 3 EXCAVATION AND TRENCHING 3 4 SANITARY SEWER PIPE JOINTS 3 5 WYE BRANCHES 3 6 MANHOLES 3 7 CONNECTIONS TO EXISTING MANHOLES 3 8 CONNECTIONS TO EXISTING SANITARY SEWER PIPES 3 10 SERVICE CONNECTIONS 3 11 BEDDING, BACKFILL, AND COMPACTION 3 12 SURFACE RESTORATION 3 13 REMOVAL AND ABANDONING SEWER PIPE AND MANHOLES 3 14 PIPE INSULATION 3 15 JACKING, BORING, AND TUNNELING 3 16 SANITARY SEWER SERVICES 3 17 INSPECTION AND TESTING 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT

Storm Sewer Construction 1 GENERAL 1 1 SCOPE OF WORK 1 2 TERM OF WARRANTY 1 3 PAYMENT 1 4 FINAL ACCEPTANCE 1 5 REFERENCES 2 MATERIALS 2 1 STORM SEWER PIPE 2 2 PIPE JOINT MATERIALS 2 3 STRUCTURES 3 CONSTRUCTION REQUIREMENTS 3 1 ALIGNMENT AND GRADE 3 2 UNDERGROUND INTERFERENCE 3 3 EXCAVATION 3 4 EARTH EXCAVATION 3 5 SHEETING AND BRACING 3 6 EXCAVATION BELOW PIPE GRADE 3 7 EXCAVATION IN UNSTABLE OR UNSUITABLE SOIL 3 8 ROCK EXCAVATION 3 9 DEWATERING 3 10 INSTALLATION OF PIPE 3 11 PIPE JOINTS 3 12 ADJUST STRUCTURE 3 13 FRAME AND COVER 3 14 CONNECTIONS TO EXISTING SEWERS 3 15 STUBS FROM STRUCTURES FOR FUTURE EXTENSIONS 3 16 BEDDING AND BACKFILL 3 17 USE AND REPAIR OF STREET 3 18 JACKING, BORING, AND TUNNELING 3 19 INSPECTION AND TESTING 3 20 PIPE DEFLECTION

Water Main Construction 1 GENERAL 1 1 SCOPE OF WORK 1 2 TERM OF WARRANTY 1 3 QUALITY CONTROL AND SUBMITTALS 1 4 BIDS 1 5 PAYMENT 1 6 ACCEPTANCE 2 MATERIALS 2 1 WATER MAIN PIPE 2 2 WATER MAIN FITTINGS 2 4 VALVES 2 5 FIRE HYDRANTS 2 6 VALVE BOXES 2 7 TRACER WIRE 2 8 INSULATION 2 9 CASING PIPE SPACERS AND END SEALS 2 10 SELECT FILL AND WATER MAIN BEDDING 2 11 TRENCH STABILIZATION MATERIAL 2 12 VALVE BOX MARKERS 2 13 WATER SERVICE LINES 3 CONSTRUCTION REQUIREMENTS 3 2 ALIGNMENT 3 3 UNDERGROUND INTERFERENCE 3 4 EXCAVATION 3 5 SHEETING AND BRACING 3 6 DEWATERING 3 7 WATER MAIN 3 8 VALVES AND FITTINGS 3 9 FIRE HYDRANTS 3 10 VALVE BOX MARKERS 3 11 POLYETHYLENE ENCASEMENT 3 12 CONNECTIONS TO EXISTING WATER MAIN 3 13 SERVICE CONNECTIONS 3 14 TRACER WIRE 3 15 CONCRETE THRUST BLOCKS 3 16 BACKFILLING 3 17 DISINFECTION AND BACTERIOLOGICAL TESTING 3 18 HYDROSTATIC PRESSURE TESTING 3 19 SURFACE RESTORATION AND CLEANUP 3 20 GENERAL 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 4 1 REMOVAL OF WATER MAIN PIPE 4 2 REMOVAL OF WATER MANHOLE 4 3 ABANDONMENT OF WATER MANHOLE 4 4 ROCK EXCAVATION 4 5 WATER MAIN BEDDING MATERIAL 4 6 TRENCH STABILIZATION MATERIAL 4 7 SELECT FILL FOR WATER MAIN 4 8 WATER MAIN INSULATION 4 9 WATER MAIN 4 10 EXTRA DEPTH WATER MAIN 4 11 VALVES AND BOXES 4 12 WATER MAIN (INSTALL ONLY) 4 13 MECHANICAL JOINT FITTINGS 4 14 FIRE HYDRANT 4 15 REMOVE AND SALVAGE FIRE HYDRANT 4 16 REMOVE AND RELOCATE FIRE HYDRANT 4 17 FIRE HYDRANT EXTENSION 4 18 TEMPORARY FIRE HYDRANT 4 19 COMBINATION AIR VALVE MANHOLE 4 20 SMITH TAP AND BOX 4 21 WATER MAIN ADJUSTMENT