Part IV - MDWASD Standard Details
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General Details
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Detail Number
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Description
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Sheet Number
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| GS 0.5 |
Standard Requirements for Water and Sewer Construction |
1 of 2 |
| GS 0.5 |
As-Built Requirements |
2 of 2 |
| GS 1.0 |
Typical Tie-Rod Details |
1 of 1 |
| GS 1.2 |
Reinforced Concrete Slab (For Ground Cover less than 2.5') |
1 of 1 |
| GS 1.3 |
Buttweld for Field Welding |
1 of 1 |
| GS 1.4 |
Pipe Guard (12" Pipe and Larger) |
1 of 2 |
| GS 1.4 |
Pipe Guard Bolt Detail |
2 of 2 |
| GS 1.5 |
Water and Sewer Main Crossings |
1 of 1 |
| GS 1.6 |
Access Manhole for Concrete Pipe (30" and Larger) |
1 of 1 |
| GS 1.7 |
Typical Tapping Valve Setting (16" and Smaller) |
1 of 1 |
| GS 1.8 |
Tapping Sleeve and Valve Installation |
1 of 1 |
| GS 1.9 |
Typical Trench Backfill for D.I. Water and Force Mains |
1 of 1 |
| GS 2.0 |
Standard Requirements for Water & Sewer Mechanical Thrust Restraint |
1 of 5 |
| GS 2.0 |
Thrust Restraint Design Ductile Iron/PVC Pipe (Vertical Offset) |
2 of 5 |
| GS 2.0 |
Thrust Restraint Design Ductile Iron/PVC Pipe (Tee and Tapping Sleeve) |
3 of 5 |
| GS 2.0 |
Thrust Restraint Design Ductile Iron/PVC Pipe (Dead Ends) |
4 of 5 |
| GS 2.0 |
Thrust Restraint Design Ductile Iron/PVC Pipe (Horizontal Bends) |
5 of 5 |
| GS 2.1 |
Embankment Typical Section |
1 of 1 |
| GS 3.0 |
Standard Symbols |
1 of 2 |
| GS 3.0 |
Standard Symbols |
2 of 2 |
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Water Detail
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| WS 1.0 |
Typical Gate Valve Setting (Smaller than 16") |
1 of 1 |
| WS 1.60 |
Air Release Valve |
1 of 1 |
| WS 1.61 |
Typical Flushing Valve Outlet |
1 of 1 |
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Water Box and Vault Details
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| WS 2.05 |
Casting Standards |
1 of 1 |
| WS 2.10 |
Single Meter Box Installation |
1 of 3 |
| WS 2.10 |
Single Meter Box Detail |
2 of 3 |
| WS 2.10 |
Single Meter Box for Multi-Story Building |
3 of 3 |
| WS 2.12 |
Dual Meter Box |
1 of 2 |
| WS 2.12 |
Dual Meter Box Installation for two 5/8" Meters |
2 of 2 |
| WS 2.16 |
Typical 2" Service Installation with a 2" meter |
1 of 4 |
| WS 2.16 |
Typical 2" Service Installation with a 1-1/2" meter |
2 of 4 |
| WS 2.16 |
Typical 1" & 2" Service Connections (Copper or HDPE) |
3 of 4 |
| WS 2.17 |
Assembled 2' x 4' Vault (Precast Sections) |
1 of 5 |
| WS 2.17 |
Assembled 2' x 4' Vault (Precast Sections) |
2 of 5 |
| WS 2.17 |
Standard 2' x 4' Steel Cover Plate for Non-Traffic Vault |
3 of 5 |
| WS 2.17 |
Details of 2' x 4' Steel Cover Plate for Non-Traffic Vault |
4 of 5 |
| WS 2.17 |
2' x 4' Precast Meter Vault for Non-Traffic Areas |
5 of 5 |
| WS 2.19 |
Standard Precast Meter Vault for Traffic Areas |
1 of 1 |
| WS 2.20 |
4' x 4' Precast Sectional Meter Vaults for Non-Traffic Areas |
1 of 2 |
| WS 2.20 |
4' x 4' Precast Meter Vault for Non-Traffic Areas |
2 of 2 |
| WS 2.21 |
Easement Requirements for Service & Fire Hydrants |
1 of 3 |
| WS 2.21 |
Easement Requirements for 8" Turbine Meter |
2 of 3 |
| WS 2.21 |
Easement Requirements for 10" Turbine Meter |
1 of 1 |
| WS 2.30 |
8-Inch Blow-Off Detail for a 20” D.I. Distribution Main |
1 of 1 |
| WS 2.40 |
Typical Installations for Medical Facilities or Any Other Facilities Req. by WASD |
1 of 1 |
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Water Piping Details
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| WS 3.10 |
No. 2 C.I. Valve Box and Lid |
1 of 1 |
| WS 3.11 |
No. 3 C.I. Valve Box |
1 of 2 |
| WS 3.11 |
No. 3 C.I. Lid |
2 of 2 |
| WS 3.12 |
Typical M.J. Butterfly Valve (24" and Smaller) |
1 of 1 |
| WS 3.13 |
Leak Detector/Sampling Port Assembly Detail |
1 of 1 |
| WS 3.14 |
Manhole for Butterfly Valve (30" and Larger) |
1 of 3 |
| WS 3.14 |
Manhole for Butterfly Valve (30" and Larger) |
2 of 3 |
| WS 3.14 |
Manhole for Butterfly Valve (30" and Larger) |
3 of 3 |
| WS 3.15 |
Steel Cover Assembly for No. 66-S Concrete Meter Box |
1 of 2 |
| WS 3.15 |
Standard 34"x34" Steel Cover Plate for Non-traffic Areas Only |
2 of 2 |
| WS 4.10 |
Typical Service Plan |
1 of 1 |
| WS 4.12 |
Typical Connection to Existing Main |
1 of 2 |
| WS 4.12 |
Typical Connection to Existing Main |
2 of 2 |
| WS 4.13 |
Typical 2" Galvanized Steel Connection to Existing Main |
1 of 1 |
| WS 4.16 |
Meter Bank – 2” Supply |
1 of 2 |
| WS 4.16 |
Meter Bank – 4” Supply |
2 of 2 |
| WS 4.18 |
Reduced Pressure Zone Backflow Preventer for Water Service 3/4" thru 2" |
1 of 4 |
| WS 4.18 |
Reduced Pressure Zone Backflow Preventer for Water Service 2-1/2" thru 10" |
2 of 4 |
| WS 4.18 |
Reduced Pressure Zone Backflow Preventer for Water Service - Notes |
3 of 4 |
| WS 4.18 |
Approved Backflow Prevention Assemblies-Notes |
4 of 4 |
| WS 4.19 |
Pressure Vacuum Breaker, Irrigation System Only |
1 of 2 |
| WS 4.19 |
Pressure Vacuum Breaker, Irrigation System - Notes |
2 of 2 |
| WS 4.20 |
Typical Fire and Fire & Domestic Water Service Connections |
1 of 4 |
| WS 4.20 |
Double Detector Check Valve Assembly for Fire Line Service |
2 of 4 |
| WS 4.20 |
Double Detector Check Valve Assembly for Fire Line Service - Notes |
3 of 4 |
| WS 4.20 |
Double Detector Check Valve in Parallel |
4 of 4 |
| WS 4.21 |
Typical Pipe Layout for 4" Service |
1 of 2 |
| WS 4.21 |
Typical Pipe Layout for Domestic and Irrigation Service |
2 of 2 |
| WS 4.50 |
Typical Fire Hydrant Installation with Guard Posts |
1 of 2 |
| WS 4.50 |
Typical Fire Hydrant Installation in FDOT Right-of-Way |
2 of 2 |
| WS 4.60 |
Water Main Crossing Drainage Ditch |
1 of 1 |
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Reclaimed Water Details
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| RGN 1.0 |
Reclaimed Water Mains, General Notes |
1 of 2 |
| RGN 1.0 |
Reclaimed Water Mains, General Notes |
2 of 2 |
| R 1.0 |
Sign Post Installation |
1 of 1 |
| R 2.0 |
Typical Residential Utility Layout Single Service Connections |
1 of 1 |
| R 3.0 |
Residential Service Connection |
1 of 1 |
| R 4.0 |
Pipe Identification |
1 of 1 |
| R 5.0 |
Locating Devices for Non-Metallic Pipe |
1 of 1 |
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Sewer Details
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| SS 1.0 |
Sanitary Sewer Connection at Property Line Wye Branch Connection |
1 of 1 |
| SS 2.0 |
Typical Modified Riser Connection Where Top of Sewer is 7 Feet or Deeper |
1 of 1 |
| SS 3.1 |
Wye Branch Connection for Existing Shallow Main |
1 of 1 |
| SS 4.0 |
Type "A" Manhole Cover and Frame |
1 of 2 |
| SS 4.0 |
Type "A" Manhole Cover and Frame |
2 of 2 |
| SS 5.0 |
Sewer Main or Lateral thru Drainage Ditch |
1 of 1 |
| SS 6.0 |
Standard Manhole |
1 of 1 |
| SS 6.1 |
Standard Manhole, Flow Channels |
1 of 1 |
| SS 6.2 |
New Connection to Existing Manhole (Where no Stub-Out Exists) |
1 of 1 |
| SS 7.0 |
Shallow Manhole |
1 of 1 |
| SS 8.0 |
Detail Manhole Adjustment |
1 of 1 |
| SS 9.0 |
Drop Connection - New Precast Manhole |
1 of 1 |
| SS 10.0 |
Flow Patterns for Invert Channels |
1 of 1 |
| SS 11.0 |
Air Release Valve Assembly - Sewage Force Mains |
1 of 2 |
| SS 11.0 |
Automatic Air Release Valve Assembly |
2 of 2 |
| SS 13.0 |
No. 53 C.I. Valve Box and Lid |
1 of 1 |
| SS 15.0 |
Check Valve Manhole |
1 of 1 |
| SS 16.0 |
6" Plug Valve and Check Valve Manhole |
1 of 1 |
| SS 17.0 |
Force Main Connection Private Ownership |
1 of 1 |
| SS 18.0 |
Typical Trench Construction for V.C. and D.I. Pipe Gravity Sewer |
1 of 3 |
| SS 18.0 |
Typical Trench Construction - PVC Pipe Gravity Sewers in Stable Soils |
2 of 3 |
| SS 18.0 |
Typical Trench Construction - PVC Pipe Gravity Sewers in Unstable Soils |
3 of 3 |
| SS 19.1 |
Typical Plug Valve Installation |
1 of 1 |
| SS 21.0 |
Manhole/Valve Box in Grass Areas |
1 of 1 |
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Accessory Details
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| A 1.0 |
Pavement Restoration - Type I |
1 of 1 |
| A 1.1 |
Pavement Restoration - Type V |
1 of 1 |
| A 1.2 |
Pavement Restoration - Type II (State Road) |
1 of 1 |
| A 2.0 |
Pavement Restoration - Type III |
1 of 1 |
| A 3.0 |
Pavement Restoration - Type IV |
1 of 1 |
| A 4.0 |
Pavement Restoration - Type M |
1 of 1 |
| A 8.0 |
Support for Carrier Pipe inside Casing |
1 of 2 |
| A 8.0 |
Wood Block Details for Casing Pipe |
2 of 2 |
| A 9.0 |
Polyethylene Encasement for Ductile Iron Pipe |
1 of 1 |
| A 10.0 |
Abbreviations for Department's Projects |
1 of 3 |
| A 10.0 |
Abbreviations for Department's Projects |
2 of 3 |
| A 10.0 |
Abbreviations for Department's Projects |
3 of 3 |
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