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UTILITY SPECIFICATIONS
 
INTRODUCTION   PAGE
DOCUMENT TITLE   1
JURISDICTION     1
PURPOSE     1
SCOPE     1

PART 1 - STANDARDS
DIVISION 1 - GENERAL REQUIREMENTS
SECTION 10 DEFINITIONS    
  10.1 DEFINITIONS   10-1
SECTION 11 PLAN REVIEW, APPROVAL, CONSTRUCTION, AND ACCEPTANCE OF WATER AND WASTEWATER IMPROVEMENTS  
  11.1 PLANS AND SPECIFICATIONS 11-1
    11.1.1 GENERAL 11-1
    11.1.2 MASTER PLAN 11-1
    11.1.3 PLAN & PROFILE 11-1
    11.1.4 DETAILS 11-2
    11.1.5 SCALE 11-2
  11.2 SUBDIVISION RELATED WATER AND WASTEWATER IMPROVEMENTS 11-3
    11.2.1 GENERAL 11-3
    11.2.2 DESIGN AND PLAN REVIEW 11-3
    11.2.3 CONSTRUCTION INSPECTION 11-3
    11.2.4 APPROVAL AND ACCEPTANCE 11-3
  11.3 WATER AND WASTEWATER IMPROVEMENTS ASSOCIATED WITH THE CITY OF OCOEE SITE DEVELOPMENT ORDINANCE 11-3
    11.3.1 GENERAL 11-3
    11.3.2 DESIGN AND PLAN REVIEW 11-4
    11.3.3 CONSTRUCTION INSPECTION 11-4
    11.3.4 MAINTENANCE, MATERIALS, AND WORKMANSHIP WARRANTY BOND 11-4
    11.3.5 CERTIFICATE OF COMPLETION/APPROVAL FOR COMPLETION 11-5
  11.4 MISCELLANEOUS WATER AND WASTEWATER IMPROVEMENTS 11-5
  11.5 COMPLIANCE WITH OTHER REGULATORY REQUIREMENTS 11-5
  11.6 RECORD DRAWINGS 11-5
  11.7 LIST OF MATERIALS AND APPROVED MANUFACTURERS 11-6
         
DIVISION II - DESIGN STANDARDS
SECTION 20 GRAVITY SEWERS  
  20.1 GENERAL CONSIDERATIONS 20-1
    20.1.1 TYPE OF SEWERS 20-1
    20.1.2 DESIGN PERIOD 20-1
    20.1.3 LOCATION 20-1
  20.2 DESIGN BASIS 20-1
    20.2.1 AVERAGE DAILY FLOW 20-1
    20.2.2 PEAK DESIGN FLOW 20-2
    20.2.3 DESIGN CALCULATIONS 20-2
  20.3 DETAILS OF DESIGN AND CONSTRUCTION 20-2
    20.3.1 MINIMUM SIZE 20-2
    20.3.2 MINIMUM COVER 20-2
    20.3.3 SLOPE 20-3
    20.3.4 SIZE AND ALIGNMENTS 20-4
    20.3.5 ADDITIONAL REQUIREMENTS 20-4
20.4 MANHOLES 20-4
    20.4.1 LOCATION 20-4
    20.4.2 TYPE 20-4
    20.4.3 DIAMETER 20-5
    20.4.4 FLOW CHANNEL 20-5
    20.4.5 SERVICE CONNECTIONS 20-5
    20.4.6 CASTINGS 20-5
    20.4.7 ACCESS 20-5
  20.5 SERVICE CONNECTIONS 20-6
    20.5.1 GENERAL 20-6
    20.5.2 SIZE AND LENGTH 20-6
    20.5.3 SLOPE 20-6
    20.5.4 CONNECTION 20-6
  20.6 GREASE TRAPS 20-6
    20.6.1 GENERAL 20-6
  20.7 MATERIALS, INSTALLATION AND TESTING 20-6
SECTION 21 WASTEWATER FORCE MAINS  
  21.1 GENERAL CONSIDERATIONS 21-1
    21.1.1 DESIGN PERIOD 21-1
    21.1.2 LOCATION 21-1
  21.2 DESIGN BASIS 21-1
    21.2.1 AVERAGE DAILY FLOW 21-1
    21.2.2 PEAK DESIGN FLOW 21-1
    21.2.3 DESIGN CALCULATIONS 21-2
  21.3 DETAILS OF DESIGN AND CONSTRUCTION 21-2
    21.3.1 VELOCITY AND DIAMETER 21-2
    21.3.2 DESIGN FRICTION LOSSES 21-2
    21.3.3 DESIGN PRESSURE AND RESTRAINT 21-2
    21.3.4 TERMINATION 21-3
    21.3.5 AIR RELEASE AND VACUUM RELIEF VALVES 21-3
    21.3.6 AERIAL CROSSINGS 21-3
    21.3.7 UNDERWATER CROSSINGS 21-4
    21.3.8 VALVES 21-4
  21.4 MATERIAL, INSTALLATION AND TESTING 21-5
  21.5 LOCATION AND IDENTIFICATION 21-5
  21.6 ADDITIONAL REQUIREMENTS 21-5
SECTION 22 WASTEWATER PUMP STATIONS  
  22.1 GENERAL CONSIDERATIONS 22-1
  22.2 DESIGN BASIS 22-1
    22.2.1 DESIGN FLOWS 22-1
    22.2.2 NUMBER OF PUMPS 22-1
    22.2.3 PUMP AND MOTOR SECTIONS 22-2
    22.2.4 DESIGN CALCULATIONS 22-2
  22.3 DETAILS OF DESIGN AND CONSTRUCTION 22-2
    22.3.1 FLOODING 22-2
    22.3.2 ACCESSIBILITY 22-2
    22.3.3 BUOYANCY 22-3
    22.3.4 PUMP REQUIREMENTS 22-3
    22.3.5 WET WELL REQUIREMENTS 22-3
    22.3.6 PUMP STATION WATER SYSTEM 22-4
    22.3.7 ELECTRICAL EQUIPMENT, POWER SUPPLY AND POWER CORDS 22-4
    22.3.8 CONTROLS 22-4
    22.3.9 SITE SIZING AND EASEMENT REQUIREMENTS 22-4
    22.3.10 SITE FENCING 22-4
  22.4 FLOW METERS 22-4
  22.5 EMERGENCY OPERATION 22-5
SECTION 23 WATER MAINS    
  23.1 GENERAL CONSIDERATIONS 23-1
    23.1.1 TYPE OF WATER MAINS 23-1
    23.1.2 DESIGN PERIOD 23-1
    23.1.3 LOCATION 23-1
  23.2 DESIGN BASIS 23-1
    23.2.1 AVERAGE DAILY FLOW AND PEAK FLOWS 23-1
    23.2.2 FIRE FLOW REQUIREMENTS 23-2
    23.2.3 DESIGN CALCULATIONS 23-2
  23.3 DETAILS OF DESIGN AND CONSTRUCTION 23-2
    23.3.1 PRESSURE 23-2
    23.3.2 DIAMETER 23-2
    23.3.3 FIRE HYDRANT LOCATION AND SPACING 23-3
    23.3.4 DEAD ENDS 23-3
    23.3.5 VALVES 23-3
    23.3.6 SEPARATION OF WATER MAINS AND SEWERS 23-3
    23.3.7 SURFACE WATER CROSSINGS 23.4
    23.3.8 AIR RELIEF VALVES 23-4
    23.3.9 CHAMBER DRAINAGE 23-4
    23.3.10 DISINFECTION FOLLOWING REPAIR OR REPLACEMENT 23.4
  23.4 WATER SERVICES AND CONNECTIONS 23-4
  23.5 WATER METERING 23-5
    23.5.1 GENERAL 23-5
    23.5.2 SINGLE FAMILY, DUPLEX, AND MULTI-FAMILY SUBDIVISIONS WITH PUBLIC RIGHTS-OF-WAY 23-5
    23.5.3 SINGLE FAMILY AND DUPLEX SUBDIVISIONS WITH PRIVATE STREETS 23-5
    23.5.4 COMMERCIAL, INDUSTRIAL, AND INSTITUTIONAL PROJECTS WITHOUT PRIVATE FIRE LINES 23-5
    23.5.5 COMMERCIAL, INDUSTRIAL, INSTITUTIONAL MULTI-FAMILY WITH PRIVATE STREETS, APARTMENTS, AND CONDOMINIUM PROJECTS WITH PRIVATE FIRE LINES 23-5
    23.5.6 SHOPPING CENTERS 23-6
    23.5.7 METER INSTALLATION 23-6
    23.5.8 METER SIZING 23-6
  23.6 MATERIAL, INSTALLATION AND TESTING 23-6
  23.7 LOCATION AND IDENTIFICATION 23-6
  23.8 CROSS CONNECTION CONTROL 23-6
    23.8.2 GENERAL 23-6
    23.8.2 COMMERCIAL, INDUSTRIAL AND MULTI-FAMILY RESIDENTIAL 23-7
    23.8.3 IRRIGATION SYSTEMS 23-7
    23.8.4 LOCATION AND INSTALLATION 23-7
         

PART 2 - SPECIFICATIONS
DIVISION III - GENERAL CONSTRUCTION REQUIREMENTS
SECTION 30 GENERAL    
  30.1 GRADES, SURVEY LINES, AND PROTECTION OF MONUMENTS 30-1
    30.1.1 GRADE 30-1
    30.1.2 SURVEYS 30-1
    30-1.3 MONUMENT PRESERVATION 30-1
  30.2 UTILITY COORDINATION 30-2
    30.2.1 LOCATION OF UTILITIES 30-2
    30.2.2 DEVIATIONS OCCASIONED BY STRUCTURES OR UTILITIES 30-2
    30.2.3 TEST PITS 30-2
  30.3 MAINTENANCE OF TRAFFIC AND CLOSING OF STREETS 30-2
  30.4 PROTECTION OF PUBLIC AND PROPERTY 30-3
    30.4.1 BARRICADES, GUARDS AND SAFETY PROVISIONS 30-3
    30.4.2 PROTECTION OF UTILITY STRUCTURES 30-4
    30.4.3 OPEN EXCAVATION 30-4
    30.4.4 PROTECTION OF TREES AND SHRUBS 30-4
    30.4.5 PROTECTION OF LAWN AREAS 30-5
    30.4.6 RESTORATION OF FENCES 30-5
    30.4.7 PROTECTION AGAINST SILTATION AND BANK EROSION 30-5
  30.5 ACCESS TO THE PUBLIC SERVICES 30-5
  30.6 PUBLIC NUISANCE 30-5
  30.7 CONSTRUCTION HOURS 30-6
  30.8 CONSTRUCTION IN EASEMENTS AND RIGHTS-OF-WAY 30-6
    30.8.1 CONSTRUCTION IN EASEMENTS 30-6
    30.8.2 CONSTRUCTION IN FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY 30-6
    30.8.3 CONSTRUCTION IN ORANGE COUNTY RIGHT-OF-WAY 30-6
    30.8.4 CONSTRUCTION IN CITY OF OCOEE RIGHT-OF-WAY 30-6
  30.9 SUSPENSION OF WORK DUE TO WEATHER 30-6
  30.10 USE OF CHEMICALS 30-7
  30.11 COOPERATION WITH OTHER CONTRACTORS 30-7
  30.12 SUBSURFACE EXPLORATION 30-7
  30.13 CLEANING   30-7
    30.13.1 DURING CONSTRUCTION 30-7
    30.13.2 FINAL CLEANING 30-7
  30.14 SALVAGE   30-8
  30.15 SHOP DRAWINGS AND SAMPLES 30-8
SECTION 31 SITE PREPARATION, SURFACE REMOVAL AND RESTORATION  
  31.1 GENERAL   31-1
  31.2 CLEARING AND GRUBBING 31-1
    31.2.1 CLEARING 31-1
    31.2.2 GRUBBING 31-1
    31.2.3 STRIPPING 31-1
    31.2.4 DISPOSAL OF CLEARED AND GRUBBED MATERIAL 31-2
  31.3 DUST CONTROL 31-2
  31.4 SURFACE REMOVAL 31-2
  31.5 RESTORATION 31-2
SECTION 32 EXCAVATION, BACKFILL, COMPACTION AND GRADING  
  32.1 GENERAL   32-1
  32.2 SOIL BORINGS AND SUBSURFACE INVESTIGATIONS 32-1
  32.3 EXISTING UTILITIES 32-1
  32.4 MATERIALS   32-2
    32.4.1 GENERAL 32-2
    32.4.2 STRUCTURAL FILL 32-2
    32.4.3 COMMON FILLS 32-2
    32.4.4 SELECT COMMON FILL 32-2
  32.5 SHEETING AND BRACING IN EXCAVATONS 32-3
    32.5.1 GENERAL 32-3
    32.5.2 MISCELLANEOUS REQUIREMENTS 32-3
  32.6 DEWATERING, DRAINAGE AND FLOTATION 32-4
    32.6.1 GENERAL 32-4
    32.6.2 ADDITIONAL REQUIREMENTS 32-4
  32.7 EXCAVATION 32-5
    32.7.1 GENERAL 32-5
    32.7.2 EXCAVATION FOR STRUCTURES 32-6
    32.7.3 TRENCH EXCAVATION 32-6
  32.8 BEDDING AND BACKFILL 32-7
    32.8.1 GENERAL 32-7
    32.8.2 BEDDING AND BACKFILL FOR STRUCTURES 32-8
    32.8.3 BEDDING AND BACKFILL FOR PIPES 32-9
  32.9 COMPACTION 32-10
    32.9.1 GENERAL 32-10
    32.9.2 PERCENTAGE OF MAXIMUM DENSITY REQUIREMENTS 32-10
    32.9.3 COMPACTION TESTS 32-10
  32.10 GRADING 32-11
  32.11 MAINTENANCE 32-11
  32.12 INSPECTIONS AND QUALITY ASSURANCE 32-11
    32.12.1 INSPECTION 32-11
    32.12.2 QUALITY ASSURANCE 32-11
SECTION 33 BORING AND JACKING  
  33.1 GENERAL 33-1
  33.2 PIPE MATERIAL 33-1
    33.2.1 STEEL CASING 33-1
    33.2.2 CARRIER PIPE 33-2
    33.2.3 INSPECTION 33-2
  33.3 PIPE HANDING 33-2
  33.4 CONSTRUCTION REQUIREMENTS 33-2
    33.4.1 WORK COORDINATION 33-2
    33.4.3 DEWATERING 33-3
    33.4.4 CARRIER PIPE SUPPORT 33-3
    33.4.5 JACKING PITS 33-3
    33.4.6 MISCELLANEOUS REQUIREMENTS 33-3
SECTION 34 PRESSURE PIPE RESTRAINT  
  34.1 GENERAL   34-1
  34.2 THRUST BLOCK CONSTRUCTION 34-1
  34.3 RESTRAINED JOINT CONSTRUCTION 34-1
  34.4 MECHANICAL RESTRAINING DEVICES 34-2
    34.4.1 GENERAL 34-2
    34.4.2 JOINT RESTRAINT DEVICE 34-2
SECTION 35 PRESSURE CONNECTION  
  35.1 GENERAL 35-1
  35.2 TAPPING SLEEVES 35-1
    35.2.1 GENERAL 35-1
    35.2.2 MECHANICAL JOINT SLEEVES 35-1
    35.2.3 STEEL TAPPING SLEEVES 35-1
    35.2.4 TAPPING VALVES 35-1
  35.3 NOTIFICATION AND CONNECTION TO EXISTING MAINS 35-2
  35.4 INSTALLATION 35-2
    35.4.1 EXCAVATION, BACKFILL, COMPACTION AND GRADING 35-2
    35.4.2 CONSTRUCTION DETAILS 35-2
         
DIVISION IV - GRAVITY SEWERS, FORCE MAINS, AND PUMP STATIONS
SECTION 40 PIPE MATERIAL FOR GRAVITY SEWERS  
  40.1 GENERAL 40-1
  40.2 PIPE MATERIALS 40-1
    40.2.1 PVC GRAVITY SEWER PIPE 40-1
    40.2.2 DIP GRAVITY SEWER PIPE 40-1
    40.2.3 REINFORCED CONCRETE PIPE 40-2
    40.2.4 PIPE MARKINGS 40-2
  40.3 JOINT MATERIALS 40-2
    40.3.1 PVC PIPE 40-2
    40.3.2 DUCTILE IRON PIPE 40-2
    40.3.3 CONCRETE PIPE 40-2
    40.3.4 JOINTS FOR DISSIMILAR PIPE 40-2
  40.4 FITTINGS 40-3
  40.5 INSPECTION AND TESTING 40-3
    40.5.1 GENERAL 40-3
    40.5.2 MISCELLANEOUS INSPECTION AND TESTING REQUIREMENTS 40-3
SECTION 41 GRAVITY SEWER PIPE LAYING, JOINTING, AND MISCELLANEOUS CONSTRUCTION DETAILS  
  41.1 SURVEY LINE AND GRADE 41-1
  41.2 PIPE PREPARATION AND HANDLING 41-1
  41.3 SEWER PIPE LAYING 41-1
  41.4 TRENCH PREPARATION AND PIPE BEDDING 41-2
    41.4.1 TRENCH EXCAVATION, DEWATERING, BEDDING MATERIAL, BACKFILL, COMPACTION, FILL AND GRADING 41-2
    41.4.2 PLACEMENT OF PIPE BEDDING MATERIALS 41-2
    41.4.3 DEPTH OF BEDDING MATERIAL 41-2
  41.5 GRAVITY PIPE AND WATER MAIN SEPARATION 41-2
  41.6 PLUGS AND CONNECTIONS 41-2
  41.7 PIPE JOINTING 41-3
SECTION 42 MANHOLES  
  42.1 GENERAL 42-1
  42.2 PRE-CAST CONCRETE SECTIONS 42-1
    42.2.1 GENERAL 42-1
    42.2.2 MISCELLANEOUS REQUIREMENTS 42-1
    42.2.3 INSPECTION 42-2
  42.3 CASTINGS 42-2
  42.4 CONSTRUCTION DETAILS 42-3
    42.4.1 BEDDING 42-3
    42.4.2 CAST-IN-PLACE BASES 42-3
    42.4.3 PRE-CAST MANHOLES 42-3
    42.4.4 EXCAVATION AND BACKFILLING 42-3
    42.4.5 PLACING CASTINGS 42-4
    42.4.6 CHANNELS 42-4
    42.4.7 PIPE CONNECTONS 42-4
    42.4.8 DROP MANHOLE CONNECTIONS 42-4
  42.5 CLEANING 42-4
  42.6 INSPECTION FOR ACCEPTANCE 42-4
SECTION 43 SERVICE LATERALS  
  43.1 GENERAL 43-1
  43.2 MATERIALS 43-1
  43.3 CONSTRUCTION DETAILS 43-1
    43.3.1 GENERAL 43-1
    43.3.2 EXCAVATION AND BACKFILL 43-1
    43.3.3 PIPE LAYING AND JOINTING 43-2
    43.3.4 LINE AND GRADE 43-2
  43.4 TERMINATION OF SERVICE LATERALS 43-2
  43.5 INSPECTION 43-2
  43.6 RESTORATION, FINISHING AND CLEANUP 43-2
  43.7 LOCATION 43-2
SECTION 44 TESTING AND INSPECTION FOR ACCEPTANCE OF GRAVITY SEWERS  
  44.1 GENERAL 44-1
  44.2 TESTING FOR LEAKAGE 44-1
    44.2.1 TYPE OF TEST 44-1
    44.2.2 SECTION OF TEST SECTIONS 44-1
    44.2.3 PREPARATION AND COORDINATION FOR TESTING 44-1
    44.2.4 LEAKING TEST 44-2
  44.3 VIDEO INSPECTION FOR ALIGNMENT, DEFLECTION AND INTEGRITY 44-2
SECTION 45 WASTEWATER FORCE MAINS  
  45.1 GENERAL 45-1
  45.2 PIPE INSPECTION AND TEST 45-1
  45.3 PVC PIPE 45-1
    45.3.1 PVC PIPE 45-1
    45.3.2 JOINTS 45-1
    45.3.3 FITTINGS 45-2
  45.4 DUCTILE IRON PIPE AND FITTINGS 45-2
    45.4.1 DUCTILE IRON PIPE 45-2
    45.4.2 FITTINGS 45-2
    45.4.3 JOINTS 45-2
    45.4.4 COATINGS AND LININGS 45-2
    45.4.5 POLYETHYLENE ENCASEMENT 45-3
  45.5 PIPE HANDLING 45-3
  45.6 AIR AND VACUUM RELEASE VALVES 45-3
    45.6.1 GENERAL 45-3
    45.6.2 WASTEWATER AIR/VACUUM VALVE 45-3
    45.6.3 WASTEWATER AIR RELEASE VALVE 45-3
  45.7 NOTIFICATION AND CONNECTION TO EXISTING MAINS 45-4
  45.8 PLUG VALVES 45-4
    45.8.1 GENERAL 45-4
    45.8.2 VALVE CONSTRUCTION 45-4
    45.8.3 VALVE TESTING 45-5
    45.8.4 ACTUATORS 45-5
  45.9 VALVES BOXES 45-5
  45.10 SEPARATION OF FORCE MAINS AND WATER MAINS 45-5
  45.11 FORCE MAIN CONSTRUCTION 45.5
  45.12 HYDROSTATIC TESTS 45-5
  45.13 FINAL CLEANING 45-5
  45.14 LOCATION AND IDENTIFICATION 45-5
SECTION 46 WASTEWATER PUMP STATIONS  
  46.1 GENERAL 46-1
  46.2 WET WELL AND VALVE VAULT 46-1
  46.3 ACCESS FRAMES AND COVERS 46-1
  46.4 PUMPS AND CONTROLS 46-1
  46.5 PIPING, VALVES AND ACCESSORIES 46-1
    46.5.1 PIPING 46-1
    46.5.2 PLUG VALVES 46-1
    46.5.3 CHECK VALVES 46-2
    46.5.4 PRESSURE GAUGES 46-2
  46.6 STANDBY POWER GENERATOR SYSTEM 46-2
    46.6.1 GENERAL 46-2
    46.6.2 GENERATOR SET 46-3
  46.7 FLOW MONITORING SYSTEM 46-9
    46.7.1 GENERAL 46-9
    46.7.2 MAGNETIC FLOW METER/TRANSMITTERS 46-9
    46.7.3 ELECTRONIC RECORDING RECEIVER 46-11
    46.7.4 WARRANTY AND SERVICE 46-11
  46.8 CHAIN LINK FENCE 46-11
    46.8.1 GENERAL 46-11
    46.8.2 MATERIALS 46-12
    46.8.3 INSTALLATION 46-13
  46.9 REQUIRED SUBMITTALS 46-14
  46.10 ELECTRICAL GROUNDING SYSTEM 46-15
  46.11 INSPECTION AND TESTING 46-15
SECTION 47 SUBMERSIBLE WASTEWATER PUMPS  
  47.1 GENERAL 47-1
  47.2 PUMP CONSTRUCTION DETAILS 47-1
    47.2.1 SHAFT 47-1
    47.2.2 IMPELLER 47-2
    47.2.3 MECHANICAL SEAL 47-2
    47.2.4 GUIDES 47.2
  47.3 MOTORS 47-3
    47.3.1 GENERAL REQUIREMENTS 47-3
    47.3.2 HEAT AND MOISTURE SENSORS 47-3
  47.4 PUMP CONTROL SYSTEM 47-4
  47.5 SHOP PAINTING 47-4
  47.6 HANDLING 47-4
  47.7 WARRANTY 47-4
SECTION 48 PUMP STATION ELECTRICAL POWER AND CONTROL SYSTEM  
  48.1 GENERAL 48-1
  48.2 PANEL CONSTRUCTION 48-2
  48.3 POWER SUPPLY AND MAIN DISCONNECT 48-2
  48.4 CIRCUIT BREAKERS 48-3
    48.4.1 MAIN BREAKERS 48-3
    48.4.2 CIRCUIT BREAKERS 48-3
  48.5 MOTOR CIRCUIT PROTECTORS 48-3
  48.6 MOTOR STARTER AND SELECTOR SWITCHES 48-3
  48.7 PUMP ALTERNATOR 48-4
  48.8 LIGHTS AND ALARMS 48-4
    48.8.1 INDICATOR LIGHTS 48-4
    48.8.2 HIGH LEVEL ALARM 48-4
    48.8.3 ALARM DIALER 48-4
  48.9 ADDITIONAL REQUIREMENTS 48-5
    48.9.1 WIRING 48-5
    48.9.2 TERMINAL POINTS 48-5
    48.9.3 ENGRAVED NAMEPLATES 48-5
    48.9.4 SURGE PROTECTOR 48-5
    48.9.5 ELAPSED TIME METERS 48-6
    48.9.6 CONVENIENCE RECEPTACLE 48-6
    48.9.7 CONTROL TERMINAL BLOCKS 48-6
    48.9.8 CONTROL POWER TRANSFORMERS 48-6
    48.9.9 CONTROL RELAY 48-6
    48.9.10 ELECTRICAL SCHEMATIC 48-6
    48.9.11 PHASE MONITOR 48-6
  48.10 TESTING, SERVICE AND WARRANTY 48-7
    48.10.1 TESTING 48-7
    48.10.3 WARRANTY 48-7
         
DIVISION V - WATER DISTRIBUTION
SECTION 50 PIPE MATERIAL FOR WATER MAINS AND SERVICE CONNECTIONS
  50.1 GENERAL 50-1
  50.2 PIPE INSPECTION AND TESTING 50-1
  50.3 PVC PIPE 50-1
    50.3.1 PVC PIPE 50-1
    50.3.2 JOINTS 50-1
    50.3.3 FITTINGS 50-1
  50.4 DUCTILE IRON PIPE AND FITTINGS 50-2
    50.4.1 DUCTILE IRON PIPE 50-2
    50.4.2 FITTINGS 50-2
    50.4.3 JOINTS 50-2
    50.4.4 COATINGS AND LININGS 50-2
    50.4.5 POLYETHYLENE ENCASEMENT 50-3
  50.5 SERVICE PIPE, STOPS, FITTINGS, AND SERVICE SADDLES 50-3
    50.5.1 SERVICE PIPE 50-3
    50.5.2 CORPORATION STOPS 50-3
    50.5.3 FITTINGS 50-3
    50.5.4 SERVICE SADDLES 50-3
SECTION 51 PIPE INSTALLATION FOR WATER MAINS  
  51.1 GENERAL 51-1
  51.2 PIPE HANDLING 51-1
  51.3 SEPARATION OF WATER MAINS AND SEWERS 51-2
    51.3.1 GENERAL 51-2
    51.3.2 HORIZONTAL SEPARATION 51-2
    51.3.3 VERTICAL SEPARATION 51-2
    51.3.4 CROSSING OF WATER MAINS AND SEWERS 51-2
  51.4 TRENCH PREPARATION AND PIPE BEDDING 51-2
    51.4.1 TRENCH PREPARATION AND PIPE BEDDING 51-2
    51.4.2 PIPE PREPARATION AND HANDLING 51-2
    51.4.3 TRENCH DEWATERING 51-3
    51.4.4 SURVEY LINE AND GRADE 51-3
    51.4.5 PIPE LAYING IN TRENCH 51-3
    51.4.6 LAYING PVC PIPE 51-3
    51.4.7 LAYING DUCTILE IRON PIPE 51-4
    51.4.8 LAYING OF PIPES ON CURVES 51-4
    51.4.9 PIPE RESTRAINING AND THRUST BLOCK 51-4
    51.4.10 BEDDING AND BACKFILL FOR PIPES 51-4
  51.5 HYDROSTATIC TESTS 51-4
    51.5.1 GENERAL 51-4
    51.5.2 TESTING CRITERIA 51-5
    51.5.3 PROCEDURE FOR PRESSURE EST 51-5
    51.5.4 PROCEDURE FOR LEAKAGE TEST 51-5
  51.6 DISINFECTION OF WATER MAINS 51-6
    51.6.1 GENERAL 51-6
    51.6.2 FLUSHING 51-6
    51.6.3 DISINFECTION CRITERIA 51-6
    51.6.4 FORM OF APPLIED CHLORINE 51-7
    51.6.5 POINT OF APPLICATION 51-7
    51.6.6 OPERATION OF CITY VALVES 51-7
    51.6.7 RETENTION PERIOD 51-7
    51.6.8 CHLORINATING VALVES AND
HYDRANTS 		51-7
    51.6.9 FINAL FLUSHING AND TESTING 51-7
    51.6.10 REPETITION OF FLUSHING AND TESTING 51-8
  51.7 NOTIFICATION AND CONNECTION TO EXISTING MAINS 51-8
  51.8 WATER SERVICE PIPING CONNECTION 51-8
  51.9 LOCATION AND IDENTIFICATION 51-8
SECTION 52 VALVES, HYDRANTS AND ACCESSORIES FOR WATER MAINS  
  52.1 GENERAL   52-1
  52.2 RESILIENT SEAT GATE VALVES 52-1
    52.2.1 GENERAL 52-1
    52.2.2 MATERIAL 52-1
    52.2.3 MISCELLANEOUS REQUIREMENTS 52-1
  52.3 BUTTERFLY VALVES 52-2
    52.3.1 GENERAL 52-2
    52.3.2 MATERIAL 52-2
    52.3.3 FACE TO FACE DIMENSION 52-2
    52.3.4 VALVE SHAFT 52-2
    52.3.5 VALVE OPERATOR 52-2
  52.4 VALVE INSTALLATION 52-2
  52.5 VALVE BOXES 52-3
  52.6 AIR RELEASE VALVES 52-3
  52.7 FIRE HYDRANTS 52-4
    52.7.1 MATERIAL 52-4
    52.7.2 PAINTING 52-4
    52.7.3 CONSTRUCTION DETAILS 52-4
    52.7.4 LOCATION 52-4
    52.7.5 REFLECTIVE PAVEMENT MARKERS 52-4
         
APPENDICES  
  WASTEWATER MAIN MATERIALS B-1
  WASTEWATER PUMP STATION MATERIALS B-4
  WATER MAIN MATERIALS B-7
CERTIFICATE OF COMPLETION  
WASTEWATER EQUIVALENT RESIDENTIAL UNIT DETERMINATION - See City Code #173
WATER EQUIVALENT RESIDENTIAL UNIT DETERMINATION - See City Code #173
MAINTENANCE, MATERIALS & WORKMANSHIP WARRANTY BOND - See Land Development Code
BILL OF SALE - See Land Development Code
© 2008 City of Ocoee
150 N Lakeshore Dr, Ocoee, FL 34761
 (407) 905-3100

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