PART II STANDARD DETAILS PRINCE GEORGE COUNTY
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1 PART II STANDARD DETAILS PRINCE GEORGE COUNTY MAY 2008 *Revised Sept. 2011
2 2 THIS PAGE INTENTIONALLY LEFT BLANK
3 3 INDEX OF DRAWINGS THRUST BLOCKING Blocking Detail (Horizontal Bends) Blocking Detail (Tees) Blocking Detail (Plugs, Caps, and Hydrants) Blocking Detail (Lower Vertical Bends) Blocking Detail (Upper Vertical Bends) Drawing Number BLK-01 BLK-02 BLK-03 BLK-04 BLK-05 CASINGS Casing Pipe Requirements Casing Detail for Gravity Sewer Lines Casing Detail for Alternate Method for Gravity Sewer Lines Casing Detail for Water Lines & Sewer Force Mains Pipe Encasement Detail CAS-01 CAS-02 CAS-03 CAS-04 CAS-05 DESIGN STANDARDS Hydraulic Analysis form for Sanitary Sewer Design Standard Sewer and Water Notes (Sheets 1 thru 3) Standard Cover Sheet for Utility Projects DES-01 DES-02 DES-03
4 4 EROSION CONTROL MEASURES Sedimentation Barrier (SED.-1) Straw Bale Silt Barrier (S.B.-1) Straw Bales Temporary Straw Bale(T.S.B.-1) Run Off Siltation Control Creek Crossing Detail EC-01 EC-02 EC-03 EC-04 FIRE PROTECTION 3" or Larger Double Check Assembly and Vault (Sheets 1 & 2 ) FIR-01 Typical Fire Hydrant Detail FIR-02 MANHOLES Manhole Sizing and Minimum Angle Table (Sheets 1 & 2) Standard Precast Concrete Manhole Sewers 8" to 24" Concrete Manhole Sewer 8 to 24 Located Outside Pavement Concrete Manhole Sewer 8 to 24 Located Outside Pavement (Landscaped Area) MAN-01 MAN-02 MAN-02A MAN-02B 60",72",84" and 96" I.D. Manhole I MAN-03
5 5 60",72",84" and 96" I.D. Manhole II MAN-04 Standard Precast Concrete Manhole III 60",72",84", and 96" I.D. Special Acid-Resistant Lining All Manholes 1'4" Cone (Type 1) Standard Eccentric Cone Standard Invert Details Standard Drop Connection Standard Manhole Frame & Cover Watertight Manhole Frame & Cover Standard Valve Manhole (16" and Larger) Typical Manhole Step 1'4" Flat Top Cone (Type 2) Standard Drop Connection (Inside) Sampling Manhole MAN-05 MAN-06 MAN-07 MAN-08 MAN-09 MAN-10 MAN-11 MAN-12 MAN-13 MAN-14 MAN-15 MAN-16 MAN-17 METER INSTALLATIONS Typical Water Meter Connection for 3/4" Service (5/8" Meter) Water Service Installation Detail (5/8 meter) MET-01 MET-02 1" Knock Down Meter Box MET-03 1 ½" or 2" Disc Meter Settings MET-04 1 ½" & 2" Knock Down Meter Box MET-05 3" Meter Setting MET-06
6 6 4" Meter Setting MET-07 Intentionally Left Blank Vault Detail MET-08 MET-09 PAVEMENT REPAIRS Typical Section for Repair of "Primary" Roadway Shoulders or Other Unpaved Traveled Areas for Water & Sewer Line Crossings Typical Section Open Cut Trench Restoration Detail for Water and Sewer Line Installations in all Paved Roads Typical Section for Repair of Open Cut after Placement of Sewer in Surface Treated Road (Applies to Parallel Installation & Service Crossings) Typical Section for Repair of Open Cut After Placement of Sewer in Surface Treated Road Where a Plant Mix of Concrete Base is Present (Applies to Parallel and Service Crossings) Typical Section for Repair of Open Cut After Placement of Sewer in Plant Mix Roads (Applies to Parallel Installation and Crossings) Sheets 1 and 2. Typical Section for Repair of Open Cut After Placement of Water Line (Applies to Crossings Only Not Parallel Installation) Typical Section for Repair of Open Cut After Placement of Water Line in Plant Mix Roads, Sheets 1 and 2. PAV-01 PAV-02 PAV-03 PAV-04 PAV-05 PAV-06 PAV-07 SEWERS AND APPURTENANCES Types of Sewer Bedding Bedding and Backfill Detail for Plastic Sewer Pipe Air Vent SEW-01 SEW-02 SEW-03
7 7 House Connection Details Sewer Anchorage in Slopes Greater Than 20% Force Main Discharge INTENTIONALLY LEFT BLANK Clay Dam Detail (Sheets 1 & 2) Vacuum Test (ASTM C 1244) for Concrete Sewer Manholes Sewer Cleanout Earth Sewer Cleanout Pavement Pressure Service Connection Air Release Valve for Force Main Force Main Flushing Connection SEW-04 SEW-05 SEW-06 SEW-07 SEW-08 SEW-09 SEW-10 SEW-10A SEW-11 SEW-12 SEW-13 TESTING Allowable Infiltration/Exfiltration Based on 50 Gal./In. Dia./Mile/24 Hrs. PVC Pipe Air Test Table Based on Formulas from UNI-B-6-90 Allowable Leakage Table - Water Lines Based on Formulas from AWWA Specifications Air Test Table Based on Formula from ASTM C924 and ASTM C1103 TST-01 TST-02 TST-03 TST-04 WATER MAINS AND APPURTENANCES 1" Release Valve WAT-01 2" Air Release Valve Assembly WAT-02
8 8 Flushing Hydrant (Blow-Off) Typical 4" and Larger Blow-Off Typical Water Main Location on Cul-de-sac Preassembled Flushing Mechanism Small Valve Box Lowering Water Main or New Installation Discharge Flow Rates for Flushing Neutralization Station (Dechlorination) Allowable Deflections for Water Pipe Typical Waterline Creek Crossings Valve Stem Extension Concrete Pedestal Support WAT-03 WAT-04 WAT-05 WAT-06 WAT-07 WAT-08 WAT-09 WAT-10 WAT-11 WAT-12 WAT-13 WAT-14
A. Introduction 7 1. Purpose 7 2. Authority 7 3. Contact 8 4. Plan Submittal Process 8 B. Design Standards General 11 a. Future Extensions 11
A. Introduction 7 1. Purpose 7 2. Authority 7 3. Contact 8 4. Plan Submittal Process 8 B. Design Standards 11 1. General 11 a. Future Extensions 11 b. Design Calculations 11 c. Easements and Property 12
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