6gmriminv6stm6gm6stmriminvgas mainstorm … · all density tests shall be completed and accepted on...
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Symbols
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6"GM
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RIM
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INV
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6"STM
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6"GM
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6"STM
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RIM
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INV
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STORM SEWER ELEVATIONS
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GUY WIRE & ANCHOR
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BACKFLOW PREVENTER
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GAS MAIN
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STORM SEWER
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POWER POLE
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LIGHT POLE
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ASSEMBLY
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6"WM
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RIM
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INV
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6"FM
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6"SAN
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EXISTING
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6"WM
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6"FM
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6"SAN
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RIM
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INV
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PROPOSED
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SINGLE WATER SERVICE
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DOUBLE WATER SERVICE
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SPRINKLER HEAD (IRR)
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SINGLE SANITARY SERVICE
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DOUBLE SANITARY SERVICE
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FIRE HYDRANT
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WATER MAIN
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SAMPLE POINT
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WITH METER
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WITH METER
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SANITARY SEWER
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ELEVATIONS
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FORCE MAIN
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MANHOLE
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SANITARY SEWER
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CLEAN OUT
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REDUCER
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BEND
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TEE
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VALVE
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PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
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6"RC
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6"RC
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RECLAIMED MAIN
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Water, Reclaimed Water and Sewer Separation StatementWater, Reclaimed Water and Sewer and Separation Statement
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1. STORM SEWER, GRAVITY WASTEWATER, FORCE MAINS AND RECLAIMED WATER MAINS CROSSING UNDER POTABLE WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF TWELVE (12) INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE CROWN OF THE LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED BETWEEN GRAVITY SEWER OR STORM SEWER, THE CROSSING SHALL BE ARRANGED SO THAT THE STORM/GRAVITY SEWER PIPE JOINTS AND POTABLE WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN SIX (6) FEET BETWEEN ANY TWO JOINTS, BOTH PIPES SHALL BE D.I.P., AND THE MINIMUM VERTICAL SEPARATION SHALL BE SIX (6) INCHES. WHERE THERE IS NO ALTERNATIVE TO STORM/WASTEWATER/FORCE MAIN/RECLAIMED WATER MAINS CROSSING OVER A POTABLE WATER MAIN, THE CRITERIA FOR MINIMUM TWELVE (12) INCH VERTICAL SEPARATION BETWEEN LINES AND JOINT ARRANGEMENT, AS STATED ABOVE, SHALL BE REQUIRED, AND BOTH PIPES SHALL BE D.I.P. IRRESPECTIVE OF SEPARATION, IN ALL OF THE ABOVE CASES D.I.P. IS NOT REQUIRED FOR STORM SEWER PIPE. 2. FORCE MAINS CROSSING RECLAIMED WATER MAINS OR STORM SEWER SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF TWELVE (12) INCHES BETWEEN THE OUTSIDE OF THE FORCE MAIN AND THE OUTSIDE OF THE RECLAIMED WATER MAIN OR STORM SEWER AND THE RECLAIMED WATER MAIN SHALL CROSS OVER THE FORCE MAIN. 3. AT THE UTILITY CROSSING DESCRIBED IN ITEMS 1 AND 2 ABOVE, ONE FULL LENGTH OF DUCTILE IRON WATER MAIN PIPE SHALL BE CENTERED SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE JOINTS. WHERE THIS IS NOT POSSIBLE, JOINTS SHALL BE AT LEAST THREE (3) FEET FROM STORM SEWERS AND SIX (6) FEET FROM GRAVITY SEWER MAINS, FORCE MAINS AND RECLAIMED WATER MAINS. 4. SEWER SERVICE LATERALS SHALL CROSS UNDER WATER MAINS WITH A MINIMUM VERTICAL SEPARATION OF TWELVE (12) INCHES. IF (12") VERTICAL SEPARATION CANNOT BE MAINTAINED, THEN THE WATER MAIN SHALL BE D.I.P. AND THE SEWER SERVICE LATERAL SHALL BE C-900 SDR 18 OR BETTER AND THE MINIMUM SEPARATION SHALL BE SIX (6) INCHES. WHEN IT IS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER THE SEWER SERVICE LATERAL A MINIMUM VERTICAL SEPARATION OF AT LEAST TWELVE (12) INCHES MUST BE MAINTAINED, THE WATER MAIN SHALL BE D.I.P. AND THE SEWER LATERAL SHALL BE C-900 SDR 18 OR BETTER. 5. MAINTAIN MINIMUM TEN (10) FEET HORIZONTAL DISTANCE BETWEEN POTABLE WATER MAIN OR FORCE MAIN, RECLAIMED WATER MAIN, STORM SEWER OR GRAVITY SEWER MAIN OR ON SITE SEWAGE DISPOSAL SYSTEMS. ADDITIONAL SEPARATION MAY BE REQUIRED AS OUTLINED IN SECTION II OF SUA STANDARDS.
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STANDARD WATER, RECLAIMED WATER AND SEWER SEPARATION STATEMENT
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-18
Tapping and Main Clearing Procedure
3
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. THIS METHOD SHALL BE COMPLIED WITH WHEN CONNECTING TO AN EXISTING WATER MAIN, (ONE THAT HAS ALREADY BEEN BACTERIOLOGICALLY CLEARED OR IS IN USE) WHETHER BY TEE AND VALVE OR BY CONTINUATION OF A PLUGGED STUB OUT WITH AN EXISTING GATE VALVE. 2. THESE REQUIREMENTS ARE BASED ON PALM BEACH COUNTY HEALTH DEPARTMENT REQUIREMENTS. 3. WHEN A TAPPING TEE AND VALVE IS INSTALLED, A PRESSURE/LEAKAGE TEST SHALL BE PERFORMED ON THE ASSEMBLY IN THE PRESENCE OF AN AUTHORIZED SUA REPRESENTATIVE PRIOR TO PERFORMING THE ACTUAL TAP. 4. DOUBLE VALVING PERMITS PHYSICAL CONNECTION TO AN EXISTING WATER MAIN WHEN USED IN CONJUNCTION WITH A BYPASS LINE. 5. A 2" BYPASS LINE (MAXIMUM) SHALL BE INSTALLED AS SHOWN BELOW PRIOR TO CANNON FLUSHING. 6. THE 2" TEE SHALL BE USED FOR FEEDING CHLORINE SOLUTION AND FOR ATMOSPHERIC VENT DURING PRESSURE/LEAKAGE TESTS. 7. UNDER NO CIRCUMSTANCES SHALL VALVES BE OPERATED WITHOUT AN AUTHORIZED SUA REPRESENTATIVE PRESENT. 8. ALL WATER MAINS SHALL BE FILLED WITH WATER UTILIZING JUMPER METER AND THEN BE THOROUGHLY CANNON FLUSHED IN ACCORDANCE WITH SEACOAST SPECIFICATIONS PRIOR TO PRESSURE/LEAKAGE TESTING. THE PROCEDURE SHALL BE DONE ONLY IN THE PRESENCE OF AN AUTHORIZED SUA REPRESENTATIVE. 9. FOLLOWING INITIAL CANNON FLUSHING, ALL WATER FOR PRESSURE/LEAKAGE TESTING AND BACTERIOLOGICAL CLEARANCES MUST BE DRAWN FROM THE BYPASS LINE WITH METER AND REDUCED PRESSURE BACKFLOW PREVENTER IN PLACE. THE 2" INCH WATER METER SHALL BE PROVIDED BY SUA UPON APPLICATION BY EITHER THE CONTRACTOR OR DEVELOPER. ALL WATER USED FOR THE CONSTRUCTION OF THE WATER AND SEWER MAINS SHALL BE PAID FOR BY THE ABOVE PARTIES PRIOR TO ANY SERVICE BEING PROVIDED. METER, BALL VALVE, REDUCED PRESSURE BACKFLOW PREVENTER AND TEE SHALL INSTALLED AT LEAST 18" ABOVE EXISTING GRADE, SUPPORTED, AND PROTECTED FROM DAMAGE. ANY DAMAGE SHALL BE APPLICANT'S RESPONSIBILITY AND SHALL BE CHARGED ACCORDINGLY. 10. EXCEPT DURING CANNON FLUSHING VALVES SHALL NOT BE OPENED UNTIL AFTER AN APPROVED PRESSURE/ LEAKAGE TEST, BACTERIOLOGICAL CLEARANCE, CERTIFICATION BY THE ENGINEER OF RECORD, RELEASE FROM THE PALM BEACH COUNTY HEALTH DEPARTMENT AND APPROVAL BY SUA. 11. DISINFECTION AND BACTERIOLOGICAL CLEARANCES SHALL COMPLY WITH CURRENT AWWA PROCEDURES, PALM BEACH COUNTY HEALTH DEPARTMENT, AND FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS.
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EXISTING MAIN
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2" USC APPROVED REDUCED PRESSURE
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2" DOUBLE STRAP TAPPING SADDLE
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2" CORP. STOP WITH AWWA THREADS
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PROPOSED MAIN
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DOUBLE VALVE (MIN. 3'-0" SEPARATION)
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2" TEE
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2" POLYETHYLENE TUBE C.T.S.
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2" WATER METER (SEE NOTE 10)
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2" BALL VALVE WITH LOCKING WINGS
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2" CORP. STOP WITH AWWA THREADS
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(MALE x FEMALE)
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2" DOUBLE STRAP TAPPING SADDLE
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BACKFLOW PREVENTER
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-18
Standard Trenching ProcedureStandard Trenching Procedure
4
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EXCAVATION SIDE SLOPE SHORING, ETC. SHALL CONFORM TO O.S.H.A. STANDARDS. COMPACT TRENCH BACKFILL TO 98% OF MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T-180. DENSITY TESTS SHALL BE TAKEN AT 12" LIFTS EVERY 100' IN PUBLIC RIGHT-OF-WAY AND 200' IN EASEMENTS
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4"
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ALTERNATE FOR MACHINE
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AND GRAVEL BACKFILL
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MINIMUM SAND, STONE
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EXCAVATION AND OVER EXCAVATION
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LIMIT FOR
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EXISTING GROUND
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4"
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INVERT
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EXCAVATION
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MACHINE
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PIPE O.D. + 24"
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12"
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12"
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RECEIVE PIPE BELL AND BARREL
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LOWER QUADRANT TO BE SHAPED TO
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BACKFILL OVER PIPE
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FOR PLACEMENT OF
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MATERIAL IN 6" LIFTS
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HAND PLACED SELECT
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PROPOSED PIPELINE
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NOTE:
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SEE SPECIFICATION
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(PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS)
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CONTRACTOR SHALL AT ALL TIMES COMPLY WITH THE REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT.
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2'-6" MIN
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-18
Pavement ReplacementPavement Replacement
5
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. REPLACED BASE MATERIAL OVER DITCH SHALL BE A MINIMUM OF TWICE THE THICKNESS OF THE ORIGINAL BASE. 2. BASE MATERIAL SHALL BE PLACED IN A MINIMUM OF 2 LIFTS AND THOROUGHLY ROLLED OR TAMPED TO 98% OF MAXIMUM DENSITY PER AASHTO T-180. 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. 4. SURFACE MATERIAL SHALL BE CONSISTENT WITH EXISTING SURFACE, WITH ASPHALT A MINIMUM OF 2" THICK. 5. A MINIMUM OF TWO DENSITY TESTS SHALL BE TAKEN FOR EACH SIX (6") INCH LIFT OF SUBGRADE AND EACH OPEN CUT CROSSING. ROAD CROSSINGS GREATER THAN 24 FEET IN WIDTH SHALL REQUIRE ONE ADDITIONAL TEST SITE FOR EACH ADDITIONAL 12 FEET OF PAVEMENT. WHEN THE SPECIFIED COMPACTED BASE IS GREATER THAN SIX AND ONE-HALF (6 1/2") INCHES, THE BASE SHALL BE CONSTRUCTED IN TWO OR MORE COURSES. PROCTORS FOR MATERIALS USED IN BACKFILLING SHALL BE OBTAINED BY A CERTIFIED LABORATORY. DENSITY TESTS SHALL BE CONDUCTED BY A CERTIFIED LABORATORY. THE PERCENTAGE OF MAXIMUM DENSITY REQUIRED SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "THE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AT THE TIME THE PERMIT WAS ISSUED. ALL DENSITY TESTS SHALL BE COMPLETED AND ACCEPTED ON EACH LAYER PRIOR TO ADDITIONAL BACKFILLING. A COPY OF ALL COMPLETED AND ACCEPTED DENSITY TESTS SHALL BE FURNISHED TO SUA UPON REQUEST, BACKFILL COMPACTION SHALL BE 98% OF MAXIMUM DENSITY PER AASHTO T-180. 6. ANY DAMAGE TO TRAFFIC SIGNALIZATION EQUIPMENT SHALL BE REPAIRED BY THE PALM BEACH TRAFFIC DIVISION AT THE CONTRACTORS EXPENSE. 7. THESE SPECIFICATIONS MAY BE SUPERSEDED BY THE PERMITTING AGENCY. 8. TEMPORARY ASPHALT OR CONCRETE PATCH MUST BE APPLIED THE SAME DAY AS THE BACKFILL. 9. TRAFFIC AREAS OR WHERE SAFETY TO THE PUBLIC IS AT ISSUE A TEMPORARY ASPHALT OR CONCRETE PATCH MUST BE IMMEDIATELY PLACED.
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THIS AREA EXCAVATED BY HAND
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1/4 DIAMETER
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TRENCH TO BE BACKFILLED IN 12" MAX. LIFTS
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COMPACTED TO 98% OF MAXIMUM DENSITY
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PER AASHTO T-180.
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SURFACE
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WIDTH (D)+ 4' (MIN)
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SURFACE REPLACEMENT
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2'
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D
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2'
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2'-6" MIN.
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12" MIN. BASE COURSE COMPACTED IN 2 LIFTS TO 98% OF MAXIMUM DENSITY PER AASHTO T-180. PRIME AS PER FDOT SPECIFICATIONS. ACTUAL WIDTH MUST BE ACCORDING TO ROAD PERMIT REQUIREMENTS.
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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Revision A-15
Pipe Restraint TablePipe Restraint Table
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PUSH ON JOINT PIPE RESTRAINT REQUIREMENTS AT FITTINGS, VALVES AND DEAD ENDS
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. ALL BURIED PRESSURE MAINS SHALL INCLUDE A RESTRAINED JOINT SYSTEM. THE CONTRACTOR SHALL USE A DUCTILE IRON RESTRAINING SYSTEM AS MANUFACTURED BY EBAA IRON, INC. (MEGALUG) OR APPROVED EQUAL FOR ALL MECHANICAL JOINT FITTINGS AND LOCKING GASKETS FOR PUSH-ON JOINT PIPE. 2. RESTRAINING LENGTHS SHOWN ARE THE MINIMUM LENGTH REQUIRED BASED ON A TEST PRESSURE OF 150 P.S.I.G. WITH A MINIMUM COVER OF 30". 3. THRUST BLOCKS, IN ADDITION TO THE ABOVE OUTLINED RESTRAINTS, SHALL ALSO BE REQUIRED AT ALL TIE-INS TO EXISTING LINES, ALL TAPPING TEES ON EXISTING LINES, ALL NEW HYDRANTS, ALL ABOVE-GROUND ASSEMBLIES 3" AND LARGER AND MAINS GREATER THAN 12" IN DIAMETER. 4. IF LENGTH BETWEEN MECHANICAL JOINT FITTINGS AND/OR VALVES IS LESS THAN THE MINIMUM LENGTHS SHOWN IN THIS TABLE, THE CONTRACTOR SHALL RESTRAIN THE ENTIRE LENGTH.
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90° BEND
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54'
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8"
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20"
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24"
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30"
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48"
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42"
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54"
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36"
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12"
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14"
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16"
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18"
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10"
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72'
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72'
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72'
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72'
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90'
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90'
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90'
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108'
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90'
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54'
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108'
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108'
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PIPE SIZE
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6"
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4"
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54'
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54'
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270'
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270'
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270'
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154'
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154'
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154'
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180'
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270'
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172'
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108'
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108'
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108'
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VALVE
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36'
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36'
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54'
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54'
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MINIMUM LENGTH OF PUSH ON JOINT PIPE WITH SPECIAL RESTRAINING GASKETS
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54'
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54'
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54'
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54'
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54'
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54'
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54'
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54'
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54'
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54'
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54'
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36'
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72'
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72'
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72'
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72'
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90'
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90'
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90'
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108'
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90'
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54'
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108'
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108'
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54'
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54'
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54'
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54'
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54'
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54'
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54'
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54'
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54'
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54'
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54'
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36'
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108'
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108'
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108'
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72'
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72'
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72'
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72'
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90'
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90'
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90'
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90'
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54'
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36'
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36'
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11¼° BEND
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22½° BEND
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54'
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54'
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45° BEND
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36'
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36'
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REDUCER
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54'
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54'
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72'
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72'
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154'
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154'
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172'
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180'
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270'
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270'
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154'
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270'
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108'
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108'
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108'
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270'
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DEAD END
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72'
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72'
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72'
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72'
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72'
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154'
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154'
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172'
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180'
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270'
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270'
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154'
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270'
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108'
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108'
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108'
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270'
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TEE
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72'
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72'
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Steel Casing Installation
7
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OF CEMENT NON-SHRINK GROUT
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SEAL ENDS WITH A MINIMUM OF 18"
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NOMINAL
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PIPE SIZE
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R/W LINE
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VARIES
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R/W LINE
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48"
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4"
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6"
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42"
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8"
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36"
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10"
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30"
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12"
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24"
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14"
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20"
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18"
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16"
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72"
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12"
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16"
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60"
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18"
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54"
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20"
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48"
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24"
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42"
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24"
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36"
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30"
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30"
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.500
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.375
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.500
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.375
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.375
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.375
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.375
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.375
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.375
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.375
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.375
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.500
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.500
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.500
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CASING SIZE AS REQUIRED
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(SEE "PIPE CASING SPACERS" DETAIL)
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ROCK BASE
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30" MINIMUM OR AS SUA AND THE ENGINEER
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THICKNESS
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SCHEDULE
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PIPELINE CASING SPACER
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OF RECORD MAY DIRECT
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ROADWAY OR WATER BODY
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STEEL
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CASING
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PAVING
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JOINT TYPE AS SPECIFIED
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DUCTILE IRON PIPE
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VARIES
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(PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS)
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FAST GRIP OR FIELD LOK GASKET
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RESTRAINED MECHINICAL JOINT
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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Revision A-15
Pipe Casing Spacers
8
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. CARRIER PIPE FOR 4" THROUGH 24" DIAMETER PIPE WITHIN CASING SHALL BE RESTRAINT GASKET. 2. RESTRAINED MECHANICAL JOINTS SHALL BE USED FOR PIPE 30" DIAMETER AND ABOVE AND SHALL HAVE FACTORY WELDED RETAINING RINGS. AMERICAN RESTRAINED JOINT PIPE OR APPROVED EQUAL MAY BE USED. 3. FOR PIPE DIAMETERS 4" THROUGH 12" INSTALL STAINLESS STEEL PIPE CASING SPACERS 5' OR LESS FROM EACH END OF PIPE BUT NOT MORE THAN 10' APART (2 PER PIPE). FOR PIPE DIAMETERS 14" AND LARGER INSTALL STAINLESS STEEL PIPE CASING SPACERS 5' OR LESS FROM EACH END OF PIPE AND ONE CENTERED ON PIPE (3 PER PIPE)(CASCADE MFG. CO. OR APPROVED EQUAL). 4. PIPE CASING SPACERS SHALL BE CENTER POSITIONED. 5. ALTERNATE METHODS OF PIPE SUPPORT WITHIN THE CASING MUST BE APPROVED BY SUA PRIOR TO INSTALLATION.
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PIPE JOINT AND STEEL CASING
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1" MINIMUM CLEARANCE BETWEEN
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SHEET OF A 0.090" THICKNESS, OVERLAPS AT EDGES
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THICKNESS. SHELL SHALL BE LINED WITH RIBBED PVC
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OF 304 STAINLESS STEEL OF A MINIMUM 14-GAUGE
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SPACERS SHALL BE BOLT ON STYLE, TWO PIECE SHELL
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STEEL CASING
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Thrust Blocks
9
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ALL THRUST BLOCKS SHALL BE FORMED. LAID FORMS SHALL BE INSPECTED BY SUA PRIOR TO THE POURING OF CONCRETE AND SHALL ALSO BE INSPECTED BY SUA PRIOR TO COVER- ING. TYPICAL LOCATIONS WHICH REQUIRE CONCRETE REACTIONS (THRUST) BLOCKS, FOR PRESSURE MAINS FOUR INCHES (4") AND GREATER CONCRETE SHALL HAVE 2500 P.S.I. MINIMUM STRENGTH AT TWENTY EIGHT (28) DAYS AND BEAR AGAINST UNDISTURBED STABLE SOILS, AREA OF CONTACT SHALL BE GOVERNED BY PIPE SIZE, MAXIMUM PRESSURE IN PIPE, AND BEARING CAPACITY OF SOIL. PROTECT FITTINGS, BOLTS, ETC. BY COVERING WITH VISQUINE OR OTHER ACCEPTABLE MATERIAL. CONCRETE SHALL BE A MINIMUM OF TWELVE INCHES (12") THICK.
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%%UTYPICAL SECTION
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THE ENGINEER OF RECORD SHALL CALCULATE THE SIZE OF THE DEADMAN REQUIRED AS WELL AS ANY INSTALLATION WHICH IS
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%%UDEADMAN
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NOT COVERED BY THE ABOVE.
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4"
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*
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16"
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14"
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6"
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12"
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8"
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10"
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PIPE
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2.0 SQ. FT.
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24.0 SQ. FT.
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18.0 SQ. FT.
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4.0 SQ. FT.
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14.0 SQ. FT.
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6.6 SQ. FT.
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10.0 SQ. FT.
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THRUST BLOCK
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SOIL BEARING
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AREA REQUIRED
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*
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18"
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36"
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20"
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30"
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24"
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27"
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PIPE
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30.0 SQ. FT.
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127.0 SQ. FT.
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37.0 SQ. FT.
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98.0 SQ. FT.
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53.0 SQ. FT.
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80.0 SQ. FT.
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THRUST BLOCK
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SOIL BEARING
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AREA REQUIRED
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%%UCROSS WITH PLUG
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6" MIN.
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PAINT BEFORE ASSEMBLY
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WITH 2 COATS BITUMINISTIC
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BEND TO FIT AND PAINT
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#5 REBAR MIN. 2 REQD.
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%%UTEE
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12" MIN. THICKNESS
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VALUES ARE FOR 90° BEND, BASED ON 2000 P.S.F.SAFE BEARING LOAD AND PIPE PRESSURE OF 150 P.S.I. PLUS 33% SAFETY FACTOR FOR OTHER SOILS AND PRESSURES.
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REMARKS
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SOIL
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UNDISTURBED
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WIDTH
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TRENCH
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%%UWYE
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CONCRETE
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%%UBEND
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(PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS)
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Typical Underground Valve Installation
10
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. CONCRETE COLLAR MAY NOT BE REQUIRED IN PAVED AREAS IF PAVEMENT SURFACE IS FINISHED PRIOR TO FINAL INSPECTION AND VALVE BOX LID IS AT FINISHED GRADE. 2. WHEN VALVE IS DEEPER THAN 48" AN EXTENSION WILL BE REQUIRED TO BRING OPERATING NUT TO 24" OF FINISHED GRADE. 3. TWO OF THE FOLLOWING FORMS OF RESTRAINT SHALL BE USED WHEN PIPE IS GREATER THAN 12". A) APPROVED MECHANICAL JOINT RESTRAINT (i.e. MEGALUG) B) TIE RODS AND NUTS EQUAL IN DIA. TO TEE BOLTS AND NUTS, COATED WITH KOP-COAT 300-M OR APPROVED EQUAL.
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TOP OF PAVEMENT
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USED ON RECLAIMED WATER MAIN
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FORCE MAIN OR "RECLAIMED" WHEN
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ON WATER MAIN, "SEWER" WHEN USED ON
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"WATER" TO BE CAST IN COVER WHEN USED
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SUA APPROVED VALVE
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TRAFFIC LOADS TO VALVE
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VARIES
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5 1/4" CAST IRON ADJUSTABLE
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VALVE BOX (SCREW TYPE)
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VALVE BOX SHALL NOT TRANSMIT
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FINISH GRADE
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4 x 4 WIRE MESH
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8"
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24"
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30" MINIMUM
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48" MAXIMUM
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8" THICK MINIMUM
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CONCRETE COLLAR
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24"
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Subaqueous Crossing
11
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. IN SOME CASES AIR RELIEF VALVES MAY BE REQUIRED. 2. EXACT LOCATION AND NUMBER OF BLOWOFFS, VALVES, SIGNS, AND E.M.S. MARKERS TO BE DETERMINED IN THE FIELD BY A SUA INSPECTOR. 3. IF WATERWAY IS NOT CUT TO THE DESIGN CROSS SECTION, THE 4'-0" MINIMUM COVER SHALL APPLY TO THE DEEPER SECTION, WHETHER EXISTING OR DESIGN. 4. PLUG VALVES MAY BE DELETED ON SOME FORCE MAIN INSTALLATIONS. ENGINEER OF RECORD SHALL OBTAIN WRITTEN PERMISSION FROM SUA TO DELETE PLUG VALVES. 5. PIPE SHALL BE RESTRAINED FOR A MINIMUM DISTANCE OF 60' FROM EACH TOP DEFLECTION. SEE "PIPE RESTRAINT TABLE" DETAIL FOR ADDITIONAL RESTRAINT DISTANCES FOR PIPE 12" AND LARGER. 6. TWO OF THE FOLLOWING FORMS OF RESTRAINT SHALL BE USED FROM VALVE TO VALVE. A) APPROVED MECHANICAL JOINT RESTRAINT. (i.e. MEGALUG) B) TIE RODS AND NUTS EQUAL IN DIA. TO TEE BOLTS AND NUTS, COATED WITH KOP-COAT 300-M OR APPROVED EQUAL. 7. WHEN THIS DISTANCE EXCEEDS ONE LENGTH OF PIPE THIS DETAIL DOES NOT APPLY AND CLASS 56 DUCTILE IRON BALL & SOCKET PIPE SHALL BE USED FROM VALVE TO VALVE. DEFLECTION OF BALL & SOCKET PIPE NOT TO EXCEED 15°
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NOTE 5
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SEE
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VALVE INSTALLATION" DETAIL
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SEE "TYPICAL UNDERGROUND
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SEE NOTE 7
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4' - 0" MIN.
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COVER
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SEE NOTE 6
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SEE NOTE 5
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UTILITY
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CROSSING
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C.I. VALVE
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BOX
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UTILITY
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CROSSING
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UNDERGROUND VALVE INSTALLATION" DETAIL)
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CONCRETE COLLAR (SEE "TYPICAL
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SUBAQUEOUS MAIN CROSSING WARNING
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DESIGN SECTION
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WATERWAY
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SIGNS MAY BE REQUIRED
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E.M.S. MARKER
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(TYPICAL)
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Canal CrossingCanal Crossing
12
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. ALL EXPOSED PIPE SHALL BE DUCTILE IRON WITH FLANGED FITTINGS. RETAINER GLANDS AND UNIFLANGE TYPE FITTINGS ARE NOT TO BE SUBSTITUTED FOR FLANGED FITTINGS. 2. SPAN LENGTHS AS REQUIRED BY PERMITTING AGENCY. 3. FAN GUARDS ARE REQUIRED. SEE "TYPICAL FAN GUARD" DETAIL. 4. PIPE SHALL BE CRADLED ON NEOPRENE, 1/2" THICK MINIMUM. 5. TIE-DOWN STRAPS SHALL FIT PROPERLY AND SECURE PIPE IN CRADLE. 6. PIPE CRADLE IN CAP SHALL CONTACT 1/2 CIRCUMFERENCE OF PIPE. 7. SHOW ULTIMATE CANAL SECTION AND RELEVANT ELEVATIONS AND DISTANCES ON PLANS. 8. PIPE SHALL BE RESTRAINED FOR A MINIMUM DISTANCE OF 60' FROM EACH BOTTOM DEFLECTION. SEE "PIPE RESTRAINT TABLE" DETAIL FOR ADDITIONAL RESTRAINT DISTANCES FOR PIPE 12" AND LARGER. 9. TWO OF THE FOLLOWING FORMS OF RESTRAINT SHALL BE USED ON ALL BELOW GRADE FITTINGS. A) APPROVED MECHANICAL JOINT RESTRAINT. (i.e. MEGALUG) B) TIE ROD AND NUTS EQUAL IN DIA. TO TEE BOLTS AND NUTS, COATED WITH KOP-COAT 300-M OR APPROVED EQUAL. 10. STAINLESS STEEL (316) REQUIRED FOR ALL STRAPS, SADDLES, FLANGE BOLTS, AND OTHER HARDWARE FOR INSTALLATIONS OVER BRACKISH OR MARINE WATERS (ANTI-GALL COMPOUND TO BE USED WHEN ASSEMBLING STAINLESS STEEL NUTS AND BOLTS.) 11. PILES SHALL BE SET A MINIMUM OF 10' INTO FIRM SOIL. LENGTH OF SPAN WILL DETERMINE NUMBER OF PILES REQUIRED. 12. AERIAL CROSSING TO BE FIELD COATED PER SUA SPECIFICATIONS. COLOR SHALL BE PER SUA SPECIFICATIONS. 13. ENGINEER SHALL BE REQUIRED TO DESIGN AND PROVIDE A DETAILED DRAWING OF PROPOSED PILE AND PILE CAP. THE DESIGN AND INSTALLATION SHALL MEET MANUFACTURERS RECOMMENDATION.
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VALVE INSTALLATION" DETAIL
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SEE "TYPICAL UNDERGROUND
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FAN GUARD
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(SEE NOTE 3)
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F.D.O.T. GRADE (ACTUAL SIZE TO BE DETERMINED BY E.O.R.
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MINIMUM 10" x 10" PRESTRESSED CONCRETE PILES
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D.H.W.
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4'-0"
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SADDLE AND CORPORATION STOP
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WITH DOUBLE STRAP TAPPING
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AUTOMATIC AIR RELEASE VALVE
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30"
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MIN.
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Typical Fan Guard
13
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FLAT BAR
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5/8" x 1 1/2"
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5/8" x 2" FLAT BAR
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5/8" DIA. x 8" LONG
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EMBEDDED FASTENER
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(STAINLESS STEEL)
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5' - 6"
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. FAN GUARDS SHALL BE PLACED AT EACH END OF CANAL CROSSING. 2. FAN GUARD AND ALL MOUNTING BRACKETS TO BE HOT DIP GALVANIZED AFTER FABRICATION AND MOUNTING HARDWARE TO BE STAINLESS STEEL. 3. 1/2" THICK NEOPRENE PAD TO INSULATE PIPE FROM CONTACT WITH ALL MOUNTING HARDWARE, FAN GUARD HARDWARE, AND CONCRETE SURFACES.
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BETWEEN CONC. CAP AND PIPE
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1/2" THICK NEOPRENE PAD
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5/8" x 2" FLAT BAR
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5/8" DIA.
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1/2" x 2" FLAT BAR
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10' - 0"
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Pressure Pipe Deflection
14
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SEE NOTE #1
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SEE NOTE #1
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. FOR VERTICAL SEPARATION SEE "WATER, RECLAIMED WATER AND SEWER SEPARATION STATEMENT" DETAIL. 2. ONE OF THE FOLLOWING FORMS OF RESTRAINT SHALL BE USED FROM FITTING TO FITTING FOR PIPE SIZES UP TO AND INCLUDING 12", FOR PIPE SIZES GREATER THAN 12" BOTH FORMS OF RESTRAINT SHALL BE USED. A) APPROVED MECHANICAL JOINT RESTRAINT. ( i.e. MEGALUG) B) TIE RODS AND NUTS EQUAL IN DIA. TO TEE BOLTS AND NUTS, COATED WITH KOP-COAT 300-M OR APPROVED EQUAL. 3. THE DEFLECTION TYPE CROSSING IS PREFERRED, BUT IN INSTANCES WHERE THE FITTING TYPE DEFLECTION IS USED, 22 1/2° BENDS ARE PREFERRED. 4. DO NOT EXCEED 75% OF MANUFACTURERS RECOMMENDED MAXIMUM JOINT DEFLECTION. 5. PIPE SHALL BE RESTRAINED FOR A MINIMUM DISTANCE OF 60' FROM EACH TOP DEFLECTION. SEE "PIPE RESTRAINT TABLE" DETAIL FOR ADDITIONAL RESTRAINT DISTANCES FOR PIPE GREATER THAN 12".
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%%UDEFLECTION TYPE
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PIPE AT POINT OF CROSSING
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CENTER A FULL LENGTH OF
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NO JOINTS BETWEEN FITTINGS
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10'-0"
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SEE NOTE 4
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10'-0"
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%%UFITTING TYPE
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DUCTILE IRON PRESSURE PIPE
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FINISHED GRADE
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MIN. COVER
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SLOPE UP TO
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CONFLICT PIPE
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SEE NOTE 5
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CONFLICT PIPE
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30" MIN
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Installation Protocol
15
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INSTALLATION PROTOCOL 1. ALL PIPE IS TO BE LAID IN A CLEAN DRY TRENCH. ALL PIPE IS TO BE LAID IN A CLEAN DRY TRENCH. 2. ALL MUCK AND UNSUITABLE MATERIALS ENCOUNTERED IN TRENCH BOTTOM SHALL BE REMOVED AND REPLACED WITH ALL MUCK AND UNSUITABLE MATERIALS ENCOUNTERED IN TRENCH BOTTOM SHALL BE REMOVED AND REPLACED WITH COMPACTED GRANULAR MATERIAL TO 98% OF MAXIMUM DENSITY PER AASHTO T-180. PROCTOR AND DENSITY TEST RESULTS SHALL BE SUBMITTED TO EOR WITH A COPY TO AUTHORITY. 3. ALL BACKFILL SHALL BE PLACED IN 12 INCH LIFTS AND COMPACTED BY MECHANICAL MEANS TO 98% OF MAXIMUM DENSITY ALL BACKFILL SHALL BE PLACED IN 12 INCH LIFTS AND COMPACTED BY MECHANICAL MEANS TO 98% OF MAXIMUM DENSITY PER AASHTO T-180 OR AS OTHERWISE REQUIRED BY THE PERMITTING AGENCY. 4. UTILITIES CROSSING ROAD RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO ROAD CONSTRUCTION AND BACKFILLED AND UTILITIES CROSSING ROAD RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO ROAD CONSTRUCTION AND BACKFILLED AND COMPACTED WITHIN RIGHT-OF-WAY LIMITS IN STRICT ACCORDANCE WITH THE DIRECTIONS OF THE EOR AND REQUIREMENTS OF ALL AGENCIES OF JURISDICTION. 5. EMBEDMENT MATERIALS BELOW PIPE SHALL CONFORM TO UNIFIED SOIL CLASSIFICATION SYSTEM (U.S.C.S.) SOIL CLASSIFICATION EMBEDMENT MATERIALS BELOW PIPE SHALL CONFORM TO UNIFIED SOIL CLASSIFICATION SYSTEM (U.S.C.S.) SOIL CLASSIFICATION CLASS I OR II AS NOTED IN ASTM D2321. 6. ALL LINES UNDER CONSTRUCTION SHALL BE PLUGGED WITH A WING PLUG, AND ALL PRESSURE PIPES ARE TO BE PLUGGED ALL LINES UNDER CONSTRUCTION SHALL BE PLUGGED WITH A WING PLUG, AND ALL PRESSURE PIPES ARE TO BE PLUGGED WITH A MECHANICAL PLUG OR CAP AT THE END OF THE WORKING DAY TO PREVENT GROUND WATER AND POTENTIAL CONTAMINANTS FROM ENTERING COMPLETED LINES AND LINES UNDER CONSTRUCTION. 7. ABOVE GROUND PIPING, INCLUDING BUT NOT LIMITED TO, AERIAL CROSSINGS, LIFT STATION PIPING, FIRE LINES, ABOVE GROUND PIPING, INCLUDING BUT NOT LIMITED TO, AERIAL CROSSINGS, LIFT STATION PIPING, FIRE LINES, METER/BACKFLOW PREVENTION DEVICE ASSEMBLIES, ETC. SHALL BE FLANGED AND BE COATED IN THE FOLLOWING MANNER: BLAST CLEAN AND REMOVE ALL PAINT AND ANY LOOSE MATERIAL IN ACCORDANCE WITH NADF 500-3. BLASTING CLEANING BLAST CLEAN AND REMOVE ALL PAINT AND ANY LOOSE MATERIAL IN ACCORDANCE WITH NADF 500-3. BLASTING CLEANING SHALL BE PERFORMED USING NON-SILCIA MEDIA. PAINT ALL EXTERIOR FERROUS METAL SURFACES. THE MANUFACTURER'S RECOMMENDATIONS FOR SURFACE PREPARATION, PRIMING, RECOATING, ETC. SHALL BE STRICTLY FOLLOWED. DO NOT PAINT OR COAT ANY NAMEPLATES, BRASS OR STAINLESS STEEL SURFACES. CONTRACTOR SHALL USE THE FOLLOWING PAINT SYSTEM OR APPROVED EQUAL. TNEMEC A. PRIMER: TNEMEC-MODIFIED POLYAMIDOAMINE EPOXY #135 (3.0 TO 5.0 MILS DFT) ALUMINUM COLOR B. INTERMEDIATE COAT: TNEMEC-MODIFIED POLYAMIDOAMINE EPOXY (3.0 TO 5.0 MILS DFT) OFF WHITE COLOR C. FINISH COAT: SERIES 1074 ENDURA-SHIELD, DFT. THE FINISHED COAT OF PAINT SHALL BE GREEN IN COLOR FOR SANITARY SEWER, LAVENDER FOR RECLAIMED APPURTENANCES AND BLUE FOR POTABLE WATER APPURTENANCES. 8. ALL FLANGED PIPE SHALL BE CAULKED BETWEEN EACH FLANGE AND THREADS WITH SIKA 1 A URETHANE CAULK AFTER ALL FLANGED PIPE SHALL BE CAULKED BETWEEN EACH FLANGE AND THREADS WITH SIKA 1 A URETHANE CAULK AFTER BLASTING AND PRIOR TO PRIMING. 9. ALL TIE RODS, BOLTS, NUTS, ETC. INSTALLED UNDERGROUND MUST BE COR TEN AND SHALL BE PAINTED WITH KOPPERS ALL TIE RODS, BOLTS, NUTS, ETC. INSTALLED UNDERGROUND MUST BE COR TEN AND SHALL BE PAINTED WITH KOPPERS 300-M OR AN AUTHORITY APPROVED EQUAL. BRASS AND STAINLESS STEEL HARDWARE IS EXEMPT FROM THIS REQUIREMENT. 10. COATINGS AND LININGS DAMAGED DUE MISHANDLING OR OTHERWISE, MUST BE REPLACED. COATING AND LININGS DAMAGED DUE TO FIELD CUTTING SHALL BE REPAIRED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, CEMENT MORTAR AND POLYETHYLENE PIPE LININGS, PROTECTO 401, GALVANIZED COATINGS, PVC FENCE COATINGS AND OTHER TYPE COATINGS. APPROVAL MUST BE OBTAINED FROM AUTHORITY PRIOR TO PERFORMING COATING AND LINING REPAIRS. INSPECTIONS OF ALL REPAIRS ARE REQUIRED. 11. ALL STAINLESS STEEL NUTS, BOLTS AND HARDWARE REFERENCED IN THESE STANDARDS, SHALL BE SS 316 GRADE AND SHALL BE SO STAMPED BY THE MANUFACTURER TO VERIFY ALLOY. THE USE OF ANY OTHER STAINLESS STEEL ALLOY WILL REQUIRE SPECIFIC APPROVAL BY AUTHORITY. IN GENERAL, STAINLESS STEEL NUTS, BOLTS AND HARDWARE ARE REQUIRED IN AND AROUND LIFT STATIONS AND FOR FACILITIES INSTALLED OVER OR UNDER BRACKISH OR MARINE WATERS. THIS REQUIREMENT APPLIES TO FLANGE BOLTS AND NUTS ON FLANGED PIPING, MOUNTING BRACKETS, ALL THREAD ROD, ANCHOR BOLTS, WASHERS, CLAMPS AND OTHER MISCELLANEOUS HARDWARE. ANTI-GALLING COMPOUND ANTI-SEIZE LUBRICANT SHALL BE APPLIED TO THE THREADS OF ALL STAINLESS STEEL BOLTS PRIOR TO INSTALLATION. ANTI-SEIZE LUBRICANT SHALL BE GRAPHITE 50 ANTI-SEIZE BY LOCTITE CORPORATION, 1000 ANTI-SEIZE PASTE BY DOW CORNING OR 3M LUBE AND ANTI-SEIZE BY 3M. 12. ALL RUBBER AND SYNTHETIC ELASTOMERIC COMPONENTS OF PRODUCTS THAT COME IN CONTACT WITH POTABLE WATER SHALL BE MANUFACTURED WITH CHLORAMINE RESISTANT ELASTOMERS AND SHALL BEAR NSF APPROVAL. 13. ALL MAIN, INCLUDING FITTINGS, SHALL BE EASILY IDENTIFIABLE AS TO THEIR CONTENTS AND SHALL BE COLOR CODED OR MARKED USING THE UNIVERSAL COLOR CODE OF BLUE FOR WATER, GREEN FOR SEWER AND LAVENDER FOR RECLAIMED. PIPE STRIPED DURING MANUFACTURING OF THE PIPE SHALL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE INTERVALS AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE IS USED TO STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE SHALL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPES WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE SHALL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE.
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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Revision B-18
Valve ExtensionValve Extension
16
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ALUMINUM OPERATING NUT
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JOINT WELD
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ROD - 1 " DIAMETER X " 12" DIAMETER X " 12" THICK ONE PIECE ALUMINUM
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3 "116"
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3 "116"
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WELDED JOINT
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WELDED JOINT
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BOTTOM VIEW
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TOP VIEW
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FINISHED GRADE
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1 "1516"
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2'
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2"
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6"
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VARIES
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2"
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WELDED JOINT
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GUIDE PLATE - 5" DIAMETER X " 14" ALUMINUM TO FIT INSIDE VALVE BOX RISER
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VALVE BOX RISER
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WELDED JOINT
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INSIDE DIMENSION WILL BE 2 " TO 316" TO GO OVER AWWA BRASS WRENCH NUT. MAKE TOP PLATE OF 3 " X "316" X "12"
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SIDE VIEW
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. EXTENSIONS ARE REQUIRED FOR VALVES EXTENDING FOR MORE THAN 4 FEET BELOW FINISHED GRADE. 2. ALL MATERIALS SHALL BE 6061 T-6 ALUMINUM.
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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Revision A-15
Fence Detail
17
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TOP RAIL 1 5/8" O.D.
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GSP SCHD. 40
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2 1/2" O.D. GSP
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SCHD. 40 SPACED
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AT 10'-0" MAX.
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7 GA. AL. COATED
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SPR. COIL TENSION
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WIRE
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CONCRETE FTG.
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DIAGONAL
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BRACE W/
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TURNBUCKLE
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STRETCHER
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BAR
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HORIZONTAL
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BRACE
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9 GA. VINYL
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COATED STEEL
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FABRIC
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3" O.P. GST. SCHD.
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40 AT CORNER
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8'-0"
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3'-6"
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18"
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6"
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18"
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8'-0"
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%%ULINE POST
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%%UCORNER POST
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18"
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6"
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3'-6"
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WATERPROOF CAP
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HINGE (2)
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4" O.D. GSP SCHD.
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40 AT GATE OPENING
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HORIZONTAL BRACE
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DIAGONAL BRACE W/
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TURNBUCKLE
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CONCRETE FTG.
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HOR,
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BRACE
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VERT.
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BRACE
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GATE RAIL & POSTS 1 5/8"
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O.D. GSP SCHD. 40
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STRETCHER BAR
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%%UGATE
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%%UGATE POST
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NOTES:
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1.
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2.
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3.
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GATE TO BE SIZED PER REQUIREMENTS
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VINYL COATED STEEL WOVEN WIRE FABRIC TO BE STRETCHED TAUT W/
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STRETCHER BARS AND STRAPS AND FASTENED TOP & BOTTOM AND AT LINE
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POSTS WITH GALV. PIG RING TIES.
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GATE TO BE SECURED OPEN WITH GATE STOP SET IN CONCRETE.
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ALL RAILS, POSTS AND HARDWARE TO BE BLACK VINYL COATED.
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4.
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5.
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WHERE POSTS COME IN CONTACT WITH CONCRETE THEY SHALL BE COATED WITH KOPPERS 300M OR APPROVED EQUAL.
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3/8" DIAGONAL BRACE ROD W/ TURNBUCKLE
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GATES SHALL HAVE WELDED STEEL JOINTS COATED WITH ZINC BASED PAINT
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GA. CALL-OUTS ARE FOR WIRE BEFORE VINYL COATING.
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6.
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FABRIC SHALL BE CONNECTED TO GATE FRAME EVERY 15" MAX.
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VERTICAL BLACK PVC FENCE SLATS REQUIRED.
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7.
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
PIPE ABANDONMENT
18
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NOTE: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. INSTALL 2" PIPE AT BOTH ENDS OF LINE TO BE ABANDONED. GROUT IN PLACE WITH QUICK SETTING HYDRAULIC CEMENT. 2. PUMP FLOWABLE GROUT FROM ONE END, OR INTERMEDIATE POINTS ALONG THE PIPELINE, UNTIL PIPE IS FILLED AS WITNESSED BY THE DISCHARGE FROM 2" PIPE(S). REMOVE 2" PIPE AND FILL WITH QUICK SETTING HYDRAULIC CEMENT.
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SAW CUT PIPE
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12"
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%%U2" AND 3" PIPE
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PACK END OF PIPE WITH QUICK SETTING HYDRAULIC CEMENT
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2" PIPE FILL - 10' MINIMUM LENGTH INSIDE PIPE TO BE ABANDONED
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2" PIPE VENT
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%%U4" AND LARGER PIPE
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-18
STABILIZED SUA EASEMENT SECTION
19
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SOD
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TOP SOIL
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12" MIN
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12" MIN
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3" MIN
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LIMEROCK BASE (MIN. LBR 100) (COMPACTED TO 95% MAX. DRY DENSITY ASTM D 1557)
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STABILIZED SUBGRADE (MIN. LBR 70) (COMPACTED TO 98% MAX. DRY DENSITY ASTM D 1557)
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-19
Sample Point - In LineSample Point - In Line
20
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. WHERE POSSIBLE, SERVICE TAPS OR FIRE HYDRANTS (SEE "SAMPLE POINT - FIRE HYDRANT" DETAIL) SHALL BE USED AS SAMPLING POINTS.
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DOUBLE STRAP TAPPING SADDLE - AWWA
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THREADS. NO DIRECT TAPS SHALL BE PERMITTED.
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WATER MAIN
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3/4" LOCKING BALL VALVE
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NATURAL GROUND
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DISCHARGING ANY WATER ON THE GROUND
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CORPORATION STOP - AFTER SAMPLING IS
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COMPLETE, TURN CORPORATION STOP OFF,
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THE EXCAVATED HOLE FOR THIS
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INSTALLATION SHALL BE BACKFILLED
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TO NATURAL GRADE PRIOR TO
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REMOVE TUBING, AND PLUG SADDLE
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WITH BRASS PLUG
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3/4" COPPER TUBING TYPE "K" OR
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POLYETHYLENE TUBING
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24" MIN.
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Sample Point - Fire Hydrant
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BALL VALVE
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3/4" LOCKING
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2 1/2" x 3/4" HYDRANT ADAPTER
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FINISH GRADE
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18"
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30" MIN.
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SPECIFIED BY SUA
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FIRE HYDRANT AS
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2'-0" MIN.
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OR COPPER
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3/4" PVC SCH 40
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PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Flushing Hydrant
22
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CONCRETE COLLAR (SEE "TYPICAL UNDER-
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GROUND VALVE INSTALLATION" DETAIL)
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VALVE BOX
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CAST IRON
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FINISH GRADE
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BLOCK (TYPICAL)
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CONCRETE THRUST
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UNDISTURBED
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SOIL
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MECHANICAL JOINT RESTRAINTS
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PLAIN END REDUCER
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PLAIN END BY
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2 1/2" NOZZLE TO FACE STREET
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PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
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MUELLER 2 1/2" POST AND FLUSH TYPE FIRE HYDRANT AS MANUFACTURED BY MUELLER CO.
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4" M.J. SHOE
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Temporary Blow Off with Restraint Block
23
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. TRAFFIC BEARING METER BOXES WILL BE REQUIRED IN ALL PAVED AREAS AND AREAS WHICH MAY BE PAVED IN THE FUTURE. 2. TUBING SHALL BE CONTINUOUS FROM CORPORATION STOP TO CURB STOP, NO FITTINGS SHALL BE PERMITTED. 3. PREVIOUS JOINTS SHALL BE RESTRAINED IN ACCORDANCE WITH "PIPE RESTRAINT TABLE" DETAIL.
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STANDARD DOUBLE STRAP
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TAPPING SADDLE WITH
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AWWA THREADS AND 2"
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CORPORATION STOP
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MAIN
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FINISH GRADE
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30" MIN.
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48" MAX.
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30" MIN.
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METER BOX
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MEGALUG
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M.J. SOLID PLUG
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2" CORP. STOP
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CONCRETE THRUST
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BLOCK
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MAIN
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%%UPLAN VIEW
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VARIES
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2" BRASS PLUG
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VALVE AND BOX
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STANDARD 1" CDR
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METER BOX BY CONTRACTOR
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STOP 4" BELOW GRADE
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2" POLYETHYLENE TUBING C.T.S.
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2" LOCKING CURB
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Cannon Flushing Procedure
24
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. UPON COMPLETION OF THE PIPE INSTALLATION FOR ANY SECTION, THE MAINS SHALL BE CANNON FLUSHED TO REMOVE DIRT AND ANY OTHER FOREIGN MATTER BY ACHIEVING A MINIMUM VELOCITY OF 2.5 FEET PER SECOND IN THE PIPE. TEMPORARY FITTINGS, PIPE, ETC. MAY BE NEEDED TO FACILITATE CANNON FLUSHING. 2. INSTALL A 45° BEND AND ASSOCIATED PIPING AS SHOWN TO DIRECT THE FLUSHING WATER AWAY FROM THE IMMEDIATE WORK AREA, EXERCISE DUE CARE TO ENSURE THAT THE WATER USED IN FLUSHING DOES NOT CAUSE A NUISANCE OR CAUSE PROPERTY DAMAGE. 3. BENDS AND PIPING SHALL BE THE SAME SIZE AS THE LINE TO BE FLUSHED. 4. PRIOR TO THE ACTUAL LINE FLUSHING OPERATION, THE CONTRACTOR SHALL PROPERLY NOTIFY SUA OF SUCH INTENDED WATER USE. 5. NO EXISTING VALVES SHALL BE TURNED ON OR OFF, EXCEPT BY AUTHORIZED SUA PERSONNEL. 6. FLUSHING SHALL NOT BE ACCOMPLISHED WITHOUT THE ACTUAL PRESENCE OF AN SUA REPRESENTATIVE. 7. AFTER THE LINE UNDER CONSTRUCTION HAS BEEN SUCCESSFULLY FLUSHED THE CONTRACTOR SHALL REMOVE THE TEMPORARY PIPING ARRANGEMENT AND PROCEED WITH THE REMAINING CONSTRUCTION AS SPECIFIED. 8. THERE ARE SPECIAL REQUIREMENTS FOR CLEANING AND FLUSHING PIPE LARGER THAN 12".
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PIPE AND VALVE
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UNDER CONSTRUCTION
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AND 45%%D BEND
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TEMPORARY FLUSH PIPE
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TEMPORARY BACKFILL
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3' MIN.
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6' MAX.
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Sampling / Flushing Station
25
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. TYPE "K" COPPER TUBING (SOFT DRAWN). TYPE "K" COPPER TUBING (SOFT DRAWN). 2. BOTH RISERS SHALL BE TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS SOLDER FITTINGS AND BOTH RISERS SHALL BE TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS SOLDER FITTINGS AND ADAPTERS. ONLY LEAD FREE SOLDER AND FLUX SHALL BE PERMITTED. 3. BACKFLOW PREVENTION DEVICE SHALL BE EQUIPPED WITH BALL VALVES. BACKFLOW PREVENTION DEVICE SHALL BE EQUIPPED WITH BALL VALVES. 4. BACKFLOW PREVENTION DEVICE SHALL BE SUPPORTED AT BOTH RISERS WITH ALUMINUM ANGLE AS SHOWN ABOVE. BACKFLOW PREVENTION DEVICE SHALL BE SUPPORTED AT BOTH RISERS WITH ALUMINUM ANGLE AS SHOWN ABOVE. RISERS TO BE SECURED TO ANGLE WITH TYPE 304 SST MOUNTING HARDWARE AND NEOPRENE INSULATORS BETWEEN ALL DISSIMILAR METALS. 5. BACKFLOW DEVISE SHALL BE MINIMUM OF 3' FROM BACK OF CURB AND/OR SIDEWALK.BACKFLOW DEVISE SHALL BE MINIMUM OF 3' FROM BACK OF CURB AND/OR SIDEWALK.
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BY CONTRACTOR (SEE NOTE 3)
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PREVENTION DEVICE AND BALL VALVES
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REDUCED PRESSURE BACKFLOW
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TEST COCK (TYPICAL)
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BALL VALVE WITH
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SEE NOTE 2
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12"
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3' - 0"
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HOSE CONNECTION
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2"x 2"x 1/4" ALUMINUM ANGLE
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CURB STOP
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30" MIN.
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Brass Plug
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Locking Ball Valve
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FINISH GRADE
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8"
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2"MAX
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3'MIN
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SS UNISTRUT
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-18
Typical Fire Hydrant InstallationTypical Fire Hydrant Installation
26
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INSTALL A SECOND VALVE AS SHOWN
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WHEN DISTANCE EXCEEDS 20'-0"
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4 1/2" PUMPER NOZZLE FACING ACCESS
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R/W AND TWO 2 1/2" HOSE NOZZLES
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CONCRETE COLLAR (SEE "TYPICAL UNDER-
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GROUND VALVE INSTALLATION" DETAIL)
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. DRAINS OR WEEP HOLES ON HYDRANT BARREL SHALL BE PLUGGED. 2. FIRE HYDRANT SHALL BE INSTALLED PLUMB AND TRUE. 3. THRUST BLOCKS TO REST IN UNDISTURBED SOIL. 4. REFER TO EXHIBIT "D" SHOP SPECIFICATION LIST FOR ACCEPTABLE FIRE HYDRANTS. 5. TWO OF THE FOLLOWING FORMS OF RESTRAINT SHALL BE USED WHEN PIPE IS GREATER THAN 12". A) APPROVED MECHANICAL JOINT RESTRAINT (i.e. MEGALUG) B) TIE RODS AND NUTS EQUAL IN DIA. TO TEE BOLTS AND NUTS, COATED WITH KOP-COAT 300-M OR APPROVED EQUAL.
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CAST IRON
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VALVE BOX
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FINISH GROUND OR
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PAVEMENT SURFACE
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UNDISTURBED
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SOIL
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6" D.I.
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M.J. PIPE
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NON-RISING STEM
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6" GATE VALVE
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18" SPOOL PIECE
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MECHANICAL JOINT TEE
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VARIES
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UNDISTURBED
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18" MIN
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24" MAX
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SOIL
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48" MAX.
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30" MIN.
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MEASURED FLANGE TO FLANGE
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-18
·
·
·
Water Service Installation - Angle Meter Stop
27
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MAGNETIC MARKER
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. CASINGS SHALL BE REQUIRED FOR ALL LONG SIDE SERVICES. 2. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A MINIMUM OF 18" OFFSET AND AT 90° FROM THE CENTERLINE AS SHOWN ON DETAIL "A". 3. WHERE NO SIDEWALK EXISTS, METER BOXES SHALL BE SET TO CONFORM TO FINISH GRADE. 4. COPPER TUBING SHALL BE TYPE "K" WITH COMPRESSION FITTINGS. 5. POLYETHYLENE TUBING SHALL BE SDR 9, COPPER TUBE SIZE. 6. TAPPING SADDLES AND CORPORATION STOPS SHALL HAVE AWWA INLET THREADS. 7. SERVICE CASING SHALL NOT BE INSTALLED BY WATER JETTING UNDER ROADWAY. 8. GALVANIZED SCHEDULE 40 CASING REQUIRED FOR ANY INSTALLATION REQUIRING A JACK AND BORE, SCHEDULE 40 PVC MAY BE USED FOR AN OPEN CUT INSTALLATION WITH THE APPROVAL OF SUA, CASING SHOULD EXTEND TEN (10) FEET BEYOND EDGE OF PAVEMENT AND SIZED AS FOLLOWS: 1" SERVICE USE 2" CASING 1 1/2" SERVICE USE 3" CASING 2" SERVICE USE 4" CASING
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CASING WITH GROUT
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SEAL BOTH ENDS OF
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36" MAXIMUM
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30" MINIMUM
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30" MIN. COVER
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OR EXISTING COVER
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10'
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AND TUBING (MINIMUM SIZE)
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1-1/2" CORPORATION STOP
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DOUBLE STRAP TAPPING SADDLE
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(NO DIRECT TAPS PERMITTED)
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SEE NOTE NO. 9
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10'
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MAIN
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EDGE OF PAVEMENT
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METER BOX AND METER PURCHASE THROUGH SUA
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FORD UVB 43-42W-65 NL BALL
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VALVE BRANCH ASSEMBLY
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PAVEMENT
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12"
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10"
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%%UDETAIL "A"
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A
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D
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1'%%P
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PACK JOINT 90°
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-18
Typical Water ServiceTypical Water Service
28
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DOUBLE STRAP TAPPING
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THREADS (TYPICAL)
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SADDLE WITH AWWA
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BRASS COMPRESSION
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%%UQUAD SERVICE
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2" SERVICE
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15" MIN.
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18"%%P
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1" LINE (TYPICAL)
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"Y" BRANCH
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MAIN
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PURCHASE THROUGH SUA (TYPICAL)
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METER BOX AND METER
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%%UDOUBLE SERVICE
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BALL VALVE BRANCH
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MAIN
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(FORD Y44-274 NL)
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FORD 448-64-9-NL
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(TYPICAL ALL SERVICES)
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MAIN
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1" SERVICE LINE (MIN)
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%%USINGLE SERVICE
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. AUTHORIZED SERVICE LINE MATERIAL: A) TYPE "K" COPPER TUBING WITH COMPRESSION FITTINGS. B) POLYETHYLENE TUBING SDR 9, COPPER TUBE SIZE. 2. METER CURB STOP SHALL BE 1" MINIMUM. 3. 1" METER CURB STOPS WITH 3/4" VALVES SHALL NOT BE PERMITTED. 4. MULTIPLE SERVICE/METER INSTALLATIONS OF MORE THAN 4 METERS PER SERVICE AND SERVICE LINES LARGER THAN 2" IN DIAMETER SHALL BE HANDLED ON AN INDIVIDUAL BASIS. 5. METER CURB STOPS 1 1/2" AND 2" IN SIZE SHALL BE PROVIDED WITH BOTH A LOCKING CAP AND METER FLANGE. 6. NO FITTINGS BETWEEN CORP STOP AND METER CURB STOP ALLOWED WHEN USING POLYETHYLENE TUBING.
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METER CURB STOP
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PROPERTY
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12"
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LINE
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1 1/2" SERVICE (MIN)
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-18
Typical Water Service Installation
29
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MAGNETIC MARKER
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. CASINGS SHALL BE REQUIRED FOR ALL LONG SIDE SERVICES. 2. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A MINIMUM OF 18" OFFSET AND AT 90° FROM THE CENTERLINE AS SHOWN ON DETAIL "A". 3. WHERE NO SIDEWALK EXISTS, METER BOXES SHALL BE SET TO CONFORM TO FINISH GRADE. 4. COPPER TUBING SHALL BE TYPE "K" WITH COMPRESSION FITTINGS. 5. POLYETHYLENE TUBING SHALL BE SDR 9, COPPER TUBE SIZE. 6. ROTATE THE CORPORATION STOP SO THAT THE OPERATING NUT IS ACTUATED FROM THE VERTICAL POSITION RATHER THAN THE HORIZONTAL. 7. BOTH COPPER AND POLYETHYLENE TUBING SERVICE LINES SHALL BE CONTINUOUS FROM CORPORATION STOP TO CURB STOP WITH NO FITTINGS IN BETWEEN. 8. TAPPING SADDLES AND CORPORATION STOPS SHALL HAVE AWWA INLET THREADS. 9. SERVICE CASING SHALL NOT BE INSTALLED BY WATER JETTING UNDER ROADWAY. 10. GALVANIZED SCHEDULE 40 CASING REQUIRED FOR ANY INSTALLATION REQUIRING A JACK AND BORE , SCHEDULE 40 PVC MAY BE USED FOR AN OPEN CUT INSTALLATION WITH THE APPROVAL OF SUA, CASING SHOULD EXTEND TEN (10) FEET BEYOND EDGE OF PAVEMENT AND SIZED AS FOLLOWS: A.) 1" SERVICE USE 2" CASING B.) 1 1/2" SERVICE USE 3" CASING C.) 2" SERVICE USE 4" CASING
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CASING WITH GROUT
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SEAL BOTH ENDS OF
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PROPERTY LINE
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36" MAXIMUM
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30" MINIMUM
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30" MIN. COVER
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OR EXISTING COVER
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10'
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AND TUBING (MINIMUM SIZE)
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1" CORPORATION STOP
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DOUBLE STRAP TAPPING SADDLE
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(NO DIRECT TAPS PERMITTED)
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SEE NOTE NO. 9
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10'
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MAIN
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EDGE OF PAVEMENT
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METER BOX AND METER PURCHASE THROUGH SUA
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1" CURB STOP (MIN.) WITH LOCKING
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WINGS AND DRILLED METER NUT
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PAVEMENT
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12"
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8"
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%%UDETAIL "A"
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A
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D
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Water Service Tap Under Pavement
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A MINIMUM OF 18" OFFSET AND AT 90° FROM THE CENTERLINE AS SHOWN ON DETAIL "A". 2. COPPER TUBING SHALL BE TYPE "K" WITH COMPRESSION FITTINGS. 3. POLYETHYLENE TUBING SHALL BE SDR 9, COPPER TUBE SIZE. 4. BOTH COPPER AND POLYETHYLENE TUBING SERVICE LINES SHALL BE CONTINUOUS FROM CURB STOP TO ANGLE METER STOP WITH NO FITTINGS IN BETWEEN. 5. TAPPING SADDLES TO HAVE AWWA THREADS. 6. CORPORATION STOP AT THE MAIN TO HAVE MALE AWWA THREADS ON ONE SIDE AND BE COMPRESSION ON THE OTHER SIDE. 7. VALVE BOX SHALL BE 5 1/4" CAST IRON SCREW TYPE ADJUSTABLE. 8. CONCRETE COLLAR VALVE BOX SUPPORT TO BE PLACED ON COMPACTED SOIL TO SUPPORT VALVE BOX SO THAT A MINIMUM OF 4 INCHES EXISTS BETWEEN THE BOTTOM OF THE CONCRETE COLLAR AND THE TOP OF THE WATER MAIN.
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3" PVC SCH 40 SLEEVE
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4" PVC SCH 40 SLEEVE
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"WATER" CAST IN COVER (SEE NOTE 7)
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ADJUSTABLE CAST IRON VALVE BOX WITH
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%%UDETAIL "A"
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A
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D
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"TYPICAL WATER SERVICE" DETAIL
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SADDLE (NO DIRECT TAPS
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DOUBLE STRAP TAPPING
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CORP STOP AND TUBING
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CONCRETE COLLAR VALVE BOX SUPPORT
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STATIONARY ROD WITH GUIDE
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VIA STAINLESS STEEL COTTER PIN
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RING, SECURED TO CURB STOP
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(SEE NOTE 6)
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24"x 24"x 4" THK. WITH WIRE MESH
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(SEE NOTE 8)
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FOR METER DETAILS SEE
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PERMITTED)
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MAIN
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4" MIN.
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30" MIN.
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48" MAX.
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EXTEND 6" TO 12" BELOW PAVING
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MUELLER STATIONARY ROD TO
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PAVEMENT
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Protective Enclosures for Above Ground Devices
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ON LOCATION)
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QUIRED DEPENDING
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SIZE MAY BE RE-
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CONCRETE(LARGER
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PIPE FILLED WITH
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SCH 40 GALV.STEEL
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MIN. 4" D.I.P. OR
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SET PIPE IN
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CONCRETE
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PROTECTIVE PIPE STANCHIONS
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%%UOPTION "A"
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SEE APPROPRIATE VALVING
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ARRANGEMENT TO PROPERLY
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QUANTITY OF STANCHIONS AND
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SPACING (D") BETWEEN THEM
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SHALL BE DETERMINED ON AN
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INDIVIDUAL PROJECT BASIS
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GRADE
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SIZE METER PIT
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3'-0"
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2'-0"
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D"
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3 - #5 REBAR
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SEE APPROPRIATE VAL-
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VING ARRANGEMENT TO
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PROPERLY SIZE METER
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PIT AND LOCATION OF
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METER WALL OPENING
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ON ABOVE GROUND IN-
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STALLATIONS.
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TOP OF WALL TO HAVE CONTINUOUS
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U-BLOCK WITH ONE #5 REBAR
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AND FILLED WITH CONCRETE
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%%UOPTION "B"
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SCREENING WALL
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BACK FOOTER TO BE A MINIMUM OF 12" FROM
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PIPE ASSEMBLY AND SIDE WALLS TO BE A
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MINIMUM OF 36" FROM PIPE ASSEMBLY
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8"
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%%USECTION "A-A"
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10"
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8"
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*
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D"
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8"
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30"
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*
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1/2" - 3/4" ROCK
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MINIMUM 8" THICK
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CONCRETE BLOCKS WITH #5 REBAR AT CORNERS
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AND ON 2'-0" CENTERS, FILL VOIDS WITH
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2500 P.S.I. CONCRETE
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D"
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A
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A
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PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Pipe SupportPipe Support
32
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12.0"
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NOTE: ALL MATERIAL SHALL BE 316 STAINLESS STEEL
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18"
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16"
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14"
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12"
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SIZE
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PIPE
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10"
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8"
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6"
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4"
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3"
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1 1/2"
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1 1/2"
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1 1/4"
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1 1/4"
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1 1/4"
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1"
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1 1/4"
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1"
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1/2" x 3"
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1/2" x 3"
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3/8" x 3"
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3/8" x 3"
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PIPE
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SUPPORT
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1 1/4"
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HEIGHT
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1"
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3/4"
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3/4"
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3/4"
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3/4"
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A
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1"
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1"
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1"
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1"
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3/8" x 3"
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1/4" x 2"
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1/4" x 2"
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1/4" x 2"
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1/4" x 2"
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SADDLE
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A
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1' - 0"
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1' - 0"
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1' - 0"
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1' - 0"
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6" x 6"
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6" x 6"
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6" x 6"
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6" x 6"
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1' - 0"
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1' - 0"
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1' - 0"
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1' - 0"
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HEIGHT
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1' - 0"
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PLATE
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SUPPORT PIPE
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6" x 6"
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4" x 4"
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4" x 4"
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4" x 4"
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PLATE
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4" x 4"
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SADDLE
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PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-16
Meter and Backflow Assembly (3" and Larger)
33
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. MECHANICAL JOINT FITTINGS SHALL BE REQUIRED UNDERGROUND AND FLANGED FITTINGS FOR ABOVE GROUND USE, NO MECHANICAL JOINT FITTINGS SHALL BE REQUIRED UNDERGROUND AND FLANGED FITTINGS FOR ABOVE GROUND USE, NO UNIFLANGES PERMITTED. 2. PAINT THE ABOVE GROUND ASSEMBLY IN ACCORDANCE WITH SUA CONSTRUCTION STANDARD SECTION II, ITEM 7, AFTER PAINT THE ABOVE GROUND ASSEMBLY IN ACCORDANCE WITH SUA CONSTRUCTION STANDARD SECTION II, ITEM 7, AFTER MANUFACTURERS RECOMMENDED SURFACE PREP IS COMPLETED. DO NOT PAINT OVER NAME/SERIAL PLATE, STAINLESS STEEL OR BRASS FITTINGS. 3. WHEN PROTECTIVE PIPE STANCHIONS OR A SCREEN WALL IS REQUIRED, SEE "PROTECTIVE ENCLOSURES FOR ABOVE GROUND WHEN PROTECTIVE PIPE STANCHIONS OR A SCREEN WALL IS REQUIRED, SEE "PROTECTIVE ENCLOSURES FOR ABOVE GROUND DEVICES" DETAIL. 4. APPROVED REDUCED PRESSURE BACKFLOW PREVENTER WITH SILICONE RUBBER SEAL RINGS OR DISKS: APPROVED REDUCED PRESSURE BACKFLOW PREVENTER WITH SILICONE RUBBER SEAL RINGS OR DISKS: A.) APOLLO MODEL RPL 4A, 4" TO 12" B.) AMES MODEL 4000 SSSR, 4" TO 10" C.) AMES MODEL 4000 SSI, 4" TO 10" 5. 3" METER REQUIRES 4" BACKFLOW ASSEMBLY AND PIPING. 3" METER REQUIRES 4" BACKFLOW ASSEMBLY AND PIPING. 6. ALL TEST PORTS SHALL BE PLUGGED WITH BRASS PLUGS.ALL TEST PORTS SHALL BE PLUGGED WITH BRASS PLUGS.
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DOUBLE CHECK VALVE ASSEMBLY(SEE NOTE 5)
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COMPOUND WATER METER
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FINISH GRADE
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FROM
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MAIN
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12" MIN.
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4" MIN. SIZE
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18" MAX.
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FULL FACED NEOPRENE GASKETS
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SHALL BE REQUIRED ON ALL
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FLANGES
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REDUCED PRESSURE BACKFLOW PREVENTION DEVICE
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(3/4" TAP WITH LOCKING
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NON-RISING STEM GATE
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VALVE WITH HAND WHEEL
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OPERATOR (TYPICAL)
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CONCRETE THRUST
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BLOCK
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(TO BE SIZED BY ENGINEER
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____" EMERGENCY BYPASS
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OF RECORD)(4" MIN. SIZE)
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TEST PORT
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BALL VALVE)(TYPICAL)
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(SEE NOTE 4)
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BUILDING
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TO
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(SEE "PIPE SUPPORT" DETAIL)
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PIPE SUPPORTS REQUIRED
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THIS DRAWING DEPICTS A GENERAL ASSEMBLY ONLY. THE ENGINEER OF RECORD SHALL COORDINATE THE SPECIFIC ASSEMBLY'S REQUIREMENTS WITH SUA.
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision D-19
Above Ground FirelineAbove Ground Fireline
34
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. MECHANICAL JOINT FITTINGS SHALL BE REQUIRED UNDERGROUND AND FLANGED FITTINGS FOR ABOVE GROUND USE, NO MECHANICAL JOINT FITTINGS SHALL BE REQUIRED UNDERGROUND AND FLANGED FITTINGS FOR ABOVE GROUND USE, NO UNIFLANGES PERMITTED. 2. PAINT THE ABOVE GROUND ASSEMBLY, INCLUDING ENTIRE LENGTH OF TIE RODS, IN ACCORDANCE WITH SUA CONSTRUCTION PAINT THE ABOVE GROUND ASSEMBLY, INCLUDING ENTIRE LENGTH OF TIE RODS, IN ACCORDANCE WITH SUA CONSTRUCTION STANDARD SECTION II, ITEM 7, AFTER MANUFACTURERS RECOMMENDED SURFACE PREP IS COMPLETED. DO NOT PAINT OVER NAME/SERIAL PLATE, STAINLESS STEEL OR BRASS FITTINGS. 3. WHEN PROTECTIVE PIPE STANCHIONS OR A SCREEN WALL IS REQUIRED, SEE "PROTECTIVE ENCLOSURES FOR ABOVE GROUND WHEN PROTECTIVE PIPE STANCHIONS OR A SCREEN WALL IS REQUIRED, SEE "PROTECTIVE ENCLOSURES FOR ABOVE GROUND DEVICES" DETAIL. 4. APPROVED DOUBLE CHECK DETECTOR VALVE ASSEMBLIES WITH SILICONE RUBBER SEAL RINGS OR DISKS: APPROVED DOUBLE CHECK DETECTOR VALVE ASSEMBLIES WITH SILICONE RUBBER SEAL RINGS OR DISKS: A.) AMES MODEL 3000 SSI A.) AMES MODEL 3000 SSI B.) AMES MODEL 3000 SSR B.) AMES MODEL 3000 SSR C.) WATTS MODEL 774 DCDA SERIES 994 C.) WATTS MODEL 774 DCDA SERIES 994 D.) APOLLO MODEL DCDA LF4A D.) APOLLO MODEL DCDA LF4A 5. SPECIAL FIRE PROTECTION SYSTEMS USING INTERNAL PUMPS, TANKS, ETC. SHALL BE REQUIRED TO USE AN SUA APPROVED SPECIAL FIRE PROTECTION SYSTEMS USING INTERNAL PUMPS, TANKS, ETC. SHALL BE REQUIRED TO USE AN SUA APPROVED REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY. 6. ALL TEST PORTS SHALL BE PLUGGED WITH BRASS PLUGS. ALL TEST PORTS SHALL BE PLUGGED WITH BRASS PLUGS. 7. TWO OF THE FOLLOWING FORMS OF RESTRAINT SHALL BE USED WHEN PIPE IS GREATER THAN 12". TWO OF THE FOLLOWING FORMS OF RESTRAINT SHALL BE USED WHEN PIPE IS GREATER THAN 12". A) APPROVED MECHANICAL JOINT RESTRAINT (i.e. MEGALUG) A) APPROVED MECHANICAL JOINT RESTRAINT (i.e. MEGALUG) B) TIE RODS AND NUTS EQUAL IN DIA. TO TEE BOLTS AND NUTS, COATED WITH KOP-COAT 300-M OR APPROVED EQUAL. B) TIE RODS AND NUTS EQUAL IN DIA. TO TEE BOLTS AND NUTS, COATED WITH KOP-COAT 300-M OR APPROVED EQUAL.
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BY-PASS CHECK VALVES SHALL CONFORM
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TO SUA STANDARDS
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5/8" SENSUS METER
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(PURCHASE FROM SUA)
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FULL FACED NEOPRENE GASKETS
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SHALL BE REQUIRED ON ALL
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FINISHED GRADE
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FLANGES
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FLOW
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CONCRETE THRUST BLOCKS
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12" MIN.
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18" MAX.
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DOUBLE CHECK DETECTOR VALVE ASSEMBLY
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(SEE NOTE 4)
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O.S.& Y. GATE VALVE
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(TYPICAL)
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-18
Fireline with 1" to 2" Domestic Supply
35
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CORPORATION
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STOP
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. MECHANICAL JOINT FITTINGS SHALL BE REQUIRED UNDERGROUND AND FLANGED FITTINGS FOR ABOVE GROUND USE, NO MECHANICAL JOINT FITTINGS SHALL BE REQUIRED UNDERGROUND AND FLANGED FITTINGS FOR ABOVE GROUND USE, NO UNIFLANGES PERMITTED. 2. PAINT THE ABOVE GROUND ASSEMBLY, INCLUDING ENTIRE LENGTH OF TIE RODS, IN ACCORDANCE WITH SUA CONSTRUCTION PAINT THE ABOVE GROUND ASSEMBLY, INCLUDING ENTIRE LENGTH OF TIE RODS, IN ACCORDANCE WITH SUA CONSTRUCTION STANDARD SECTION II, ITEM 7, AFTER MANUFACTURERS RECOMMENDED SURFACE PREP IS COMPLETED. DO NOT PAINT OVER NAME/SERIAL PLATE, STAINLESS STEEL OR BRASS FITTINGS. 3. WHEN PROTECTIVE PIPE STANCHIONS OR SCREEN WALL IS REQUIRED, SEE "PROTECTIVE ENCLOSURES FOR ABOVE GROUND WHEN PROTECTIVE PIPE STANCHIONS OR SCREEN WALL IS REQUIRED, SEE "PROTECTIVE ENCLOSURES FOR ABOVE GROUND DEVICES" DETAIL. 4. APPROVED DOUBLE CHECK DETECTOR VALVE ASSEMBLIES WITH SILICONE RUBBER SEAL RINGS OR DISKS: APPROVED DOUBLE CHECK DETECTOR VALVE ASSEMBLIES WITH SILICONE RUBBER SEAL RINGS OR DISKS: A.) AMES MODEL 3000 SSI B.) AMES MODEL 3000 SSR C.) WATTS MODEL 774 DCDA SERIES 994 D.) APOLLO MODEL DCDA LF4A 4" - 12" 5. TYPE "K" COPPER TUBING (SOFT DRAWN) OR POLYETHYLENE TUBING SDR 9 COPPER TUBING SIZE. (UNDERGROUND USE TYPE "K" COPPER TUBING (SOFT DRAWN) OR POLYETHYLENE TUBING SDR 9 COPPER TUBING SIZE. (UNDERGROUND USE ONLY) IF DISTANCE BETWEEN METER AND RISER IS LESS THAN 6 FEET ONLY COPPER TUBING SHALL BE PERMITTED. 6. TWO OF THE FOLLOWING FORMS OF RESTRAINT SHALL BE USED WHEN PIPE IS GREATER THAN 12". TWO OF THE FOLLOWING FORMS OF RESTRAINT SHALL BE USED WHEN PIPE IS GREATER THAN 12". A.) APPROVED MECHANICAL JOINT RESTRAINT (i.e. MEGALUG) A.) APPROVED MECHANICAL JOINT RESTRAINT (i.e. MEGALUG) B.) TIE RODS AND NUTS EQUAL IN DIA. TO TEE BOLTS AND NUTS, COATED WITH KOP-COAT 300-M OR APPROVED EQUAL. B.) TIE RODS AND NUTS EQUAL IN DIA. TO TEE BOLTS AND NUTS, COATED WITH KOP-COAT 300-M OR APPROVED EQUAL.
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METER (PURCHASE FROM SUA)
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FULL FACED NEOPRENE GASKETS
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SHALL BE REQUIRED ON ALL
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FIRE LINE
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FLANGES
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DOUBLE STRAP
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TAPPING SADDLE
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SEE NOTE 6
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DOMESTIC WATER LINE
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INSTALL BRASS PLUG
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(TYPICAL)
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DOUBLE CHECK DETECTOR VALVE
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CONCRETE THRUST
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BLOCK (TYPICAL)
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FINISH GRADE
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CURB STOP
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3' (TYP)
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12" MIN.
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18" MAX.
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5/8" METER
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(PURCHASE FROM SUA)
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12"
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O.S.& Y. GATE VALVE
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(TYPICAL)
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(SEE NOTE 4)
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FOR DOMESTIC SUPPLY BACKFLOW DEVICE REQUIREMENTS SEE "WATER METER AND BACKFLOW DEVICE 34" TO 2".
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TEST PORT
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(TYPICAL)
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-16
Water Meter and Backflow Device - 3/4" to 2"Water Meter and Backflow Device 3/4" to 2"
36
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. TYPE "K" COPPER TUBING (SOFT DRAWN) OR POLYETHYLENE TUBING SDR 9 COPPER TUBE SIZE. TYPE "K" COPPER TUBING (SOFT DRAWN) OR POLYETHYLENE TUBING SDR 9 COPPER TUBE SIZE. 2. IF THIS DISTANCE IS LESS THAN 6 FEET ONLY COPPER TUBING SHALL BE PERMITTED. IF THIS DISTANCE IS LESS THAN 6 FEET ONLY COPPER TUBING SHALL BE PERMITTED. 3. BOTH RISERS SHALL BE TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS SOLDER FITTINGS AND ADAPTERS. BOTH RISERS SHALL BE TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS SOLDER FITTINGS AND ADAPTERS. ONLY LEAD FREE PIPE, FITTINGS, VALVES, SOLDER AND FLUX SHALL BE PERMITTED. 4. 1 1/2" AND 2" METER STOPS SHALL BE EQUIPPED WITH LOCKING CAPS AND METER FLANGES. 1 1/2" AND 2" METER STOPS SHALL BE EQUIPPED WITH LOCKING CAPS AND METER FLANGES. 5. APPROVED BACKFLOW PREVENTION DEVICES WITH SILICONE RUBBER SEAL RINGS OR DISKS: APPROVED BACKFLOW PREVENTION DEVICES WITH SILICONE RUBBER SEAL RINGS OR DISKS: A.) WATTS MODEL LF919 3/4" TO 2" B.) AMES MODEL LF400B 3/4" TO 2" C.) WILKINS 975 XL2 3/4" TO 2" D.) APOLLO MODEL RPLF 4A 3/4" TO 2" APOLLO MODEL RPLF 4A 3/4" TO 2" 3/4" TO 2" 6. WHEN THE DEVICE IS INSTALLED PARALLEL TO A BUILDING WALL THERE SHALL BE A MINIMUM OF 2' BETWEEN THE EDGE WHEN THE DEVICE IS INSTALLED PARALLEL TO A BUILDING WALL THERE SHALL BE A MINIMUM OF 2' BETWEEN THE EDGE OF THE DEVICE AND THE BUILDING WALL. 7. BACKFLOW PREVENTION DEVICE SHALL BE EQUIPPED WITH BALL VALVES. BACKFLOW PREVENTION DEVICE SHALL BE EQUIPPED WITH BALL VALVES. 8. BACKFLOW PREVENTION DEVICE SHALL BE SUPPORTED AT BOTH RISERS WITH A MINIMUM OF 2 - 1 5/8" STAINLESS STEEL BACKFLOW PREVENTION DEVICE SHALL BE SUPPORTED AT BOTH RISERS WITH A MINIMUM OF 2 - 1 5/8" STAINLESS STEEL UNISTRUTS. RISERS TO BE SECURED TO UNISTRUT WITH 304 STAINLESS STEEL MOUNTING HARDWARE AND 1/4" NEOPRENE INSULATORS BETWEEN ALL DISSIMILAR METALS. 9. BACKFLOW DEVICES SHALL BE A MINIMUM OF 3' FROM BACK OF CURB.BACKFLOW DEVICES SHALL BE A MINIMUM OF 3' FROM BACK OF CURB.
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FOR ABOVE GROUND DEVICES" DETAIL)
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THE FIELD (SEE "PROTECTIVE ENCLOSURES
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EXACT LOCATION TO BE DETERMINED IN
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30" TAIL PIECE INSTALLED TO
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WITHIN 3" OF CURB STOP
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CURB STOP
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FINISH GRADE
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8"
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REDUCED PRESSURE BACKFLOW PREVENTION
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DEVICE AND BALL VALVES BY CONTRACTOR
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2'
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%%UDETAIL "A"
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(SEE NOTE 6)
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(TYPICAL)
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SEE NOTE 3
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SEE NOTE 2
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30" MIN.
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UNION (TYP.)
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SEE NOTE 8
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(SEE NOTE 5)
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BALL VALVE
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(TYPICAL)
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BUILDING WALL
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TEST COCK
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MINIMUM 24" COPPER TAIL PIECE
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12"
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2"MAX
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SS UNISTRUT
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3'MIN
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-16
Water Meter and Dual Backflow Device - 3/4" - 2"Water Meter and Dual Backflow Device 3/4" to 2"
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WITHIN 3" OF CURB STOP
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30" TAIL PIECE INSTALLED TO
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REDUCED PRESSURE BACKFLOW PREVENTION DEVICE AND BALL VALVES BY CONTRACTOR (SEE NOTE 5)
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THE FIELD (SEE "PROTECTIVE ENCLOSURES
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FOR ABOVE GROUND DEVICES" DETAIL)
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EXACT LOCATION TO BE DETERMINED IN
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CURB STOP
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FINISH GRADE
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8"
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30" MIN.
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BALL VALVE (TYP)
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UNION (TYPICAL)
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SEE NOTE 3
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SEE NOTE 2
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12"
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SEE NOTE 8
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18"
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TEST COCK (TYP)
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MINIMUM 24" COPPER TAIL PIECE
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. TYPE "K" COPPER TUBING (SOFT DRAWN) OR POLYETHYLENE TUBING SDR 9 COPPER TUBE SIZE. TYPE "K" COPPER TUBING (SOFT DRAWN) OR POLYETHYLENE TUBING SDR 9 COPPER TUBE SIZE. 2. IF THIS DISTANCE IS LESS THAN 6 FEET ONLY COPPER TUBING SHALL BE PERMITTED. IF THIS DISTANCE IS LESS THAN 6 FEET ONLY COPPER TUBING SHALL BE PERMITTED. 3. BOTH RISERS SHALL BE TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS SOLDER FITTINGS AND ADAPTERS. BOTH RISERS SHALL BE TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS SOLDER FITTINGS AND ADAPTERS. ONLY LEAD FREE PIPE, FITTINGS, VALES, SOLDER AND FLUX SHALL BE PERMITTED. 4. 1 1/2" AND 2" METER STOPS SHALL BE EQUIPPED WITH LOCKING CAPS AND METER FLANGES. 1 1/2" AND 2" METER STOPS SHALL BE EQUIPPED WITH LOCKING CAPS AND METER FLANGES. 5. APPROVED BACKFLOW PREVENTION DEVICES WITH SILICONE RUBBER SEAL RINGS OR DISKS: APPROVED BACKFLOW PREVENTION DEVICES WITH SILICONE RUBBER SEAL RINGS OR DISKS: A.) WATTS MODEL LF919 3/4" TO 2" B.) AMES MODEL LF400B 3/4" TO 2" C.) WILKINS 975 XL2 3/4" TO 2" D.) APOLLO MODEL RPLF 4A 3/4" TO 2" APOLLO MODEL RPLF 4A 3/4" TO 2" 3/4" TO 2" 6. WHEN THE DEVICE IS INSTALLED PARALLEL TO A BUILDING WALL THERE SHALL BE A MINIMUM OF 2' BETWEEN THE EDGE WHEN THE DEVICE IS INSTALLED PARALLEL TO A BUILDING WALL THERE SHALL BE A MINIMUM OF 2' BETWEEN THE EDGE OF THE DEVICE AND THE BUILDING WALL. 7. BACKFLOW PREVENTION DEVICE SHALL BE EQUIPPED WITH BALL VALVES. BACKFLOW PREVENTION DEVICE SHALL BE EQUIPPED WITH BALL VALVES. 8. BACKFLOW PREVENTION DEVICE SHALL BE SUPPORTED AT BOTH RISERS WITH A MINIMUM OF 4 - 1 5/8" STAINLESS STEEL BACKFLOW PREVENTION DEVICE SHALL BE SUPPORTED AT BOTH RISERS WITH A MINIMUM OF 4 - 1 5/8" STAINLESS STEEL UNISTRUTS. RISERS TO BE SECURED TO UNISTRUT WITH 304 STAINLESS STEEL MOUNTING HARDWARE AND 1/4" NEOPRENE INSULATORS BETWEEN ALL DISSIMILAR METALS. 9. BACKFLOW DEVICES SHALL BE A MINIMUM OF 3' FROM BACK OF CURB.BACKFLOW DEVICES SHALL BE A MINIMUM OF 3' FROM BACK OF CURB.
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2"MAX
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SS UNISTRUT
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3'MIN
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SS UNISTRUTS (TYP)
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-16
Lift Station Backflow Preventer Assembly
38
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. TYPE "K" COPPER TUBING (SOFT DRAWN). TYPE "K" COPPER TUBING (SOFT DRAWN). 2. BOTH RISERS SHALL BE TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS SOLDER FITTINGS AND BOTH RISERS SHALL BE TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS SOLDER FITTINGS AND ADAPTERS. ONLY LEAD FREE PIPE, FITTINGS, VALVES, SOLDER AND FLUX SHALL BE PERMITTED. 3. APPROVED BACKFLOW PREVENTION DEVICES WITH SILICONE RUBBER SEAL RINGS OR DISKS: APPROVED BACKFLOW PREVENTION DEVICES WITH SILICONE RUBBER SEAL RINGS OR DISKS: A.) WATTS MODEL LF919 3/4" TO 2" B.) AMES MODEL LF400B 3/4" TO 2" C.) WILKINS 975 XL2 3/4" TO 2" D.) APOLLO MODEL RPLF 4A 4. BACKFLOW PREVENTION DEVICE SHALL BE EQUIPPED WITH BALL VALVES. BACKFLOW PREVENTION DEVICE SHALL BE EQUIPPED WITH BALL VALVES. 5. FOR PLACEMENT OF BACKFLOW ASSEMBLY WITHIN FENCED AREA SEE "TYPICAL LIFT STATION SITE PLAN" DETAIL. FOR PLACEMENT OF BACKFLOW ASSEMBLY WITHIN FENCED AREA SEE "TYPICAL LIFT STATION SITE PLAN" DETAIL. 6. BACKFLOW PREVENTION DEVICE SHALL BE SUPPORTED AT BOTH RISERS WITH ALUMINUM ANGLE AS SHOWN ABOVE. BACKFLOW PREVENTION DEVICE SHALL BE SUPPORTED AT BOTH RISERS WITH ALUMINUM ANGLE AS SHOWN ABOVE. RISERS TO BE SECURED TO ANGLE WITH TYPE 304 SST MOUNTING HARDWARE AND NEOPRENE INSULATORS BETWEEN ALL DISSIMILAR METALS.
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STAINLESS STEEL U-BOLT
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SECURE TO PIPE SUPPORT WITH
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WRAP PIPE WITH 1/4" NEOPRENE AND
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BY CONTRACTOR (SEE NOTE 3)
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PREVENTION DEVICE AND BALL VALVES
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REDUCED PRESSURE BACKFLOW
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TO METER LOCATED IN GREEN
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AREA OUTSIDE FENCED AREA
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TEST COCK (TYPICAL)
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BALL VALVE WITH
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SEE NOTE 1
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PVC SLEEVE THROUGH CONCRETE
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SEE NOTE 2
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12"
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3' - 0"
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HOSE CONNECTION
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2"x 2"x 1/4" ALUMINUM ANGLE
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6"x 3"x 3/8" THICK ALUMINUM PLATE
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3/8" STAINLESS STEEL WEDGE TYPE CONC. ANCHOR (2 REQUIRED)
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3" MIN.
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3/16
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-16
Private Auxiliary Water Supply Backflow Device
39
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. TYPE "K" COPPER TUBING (SOFT DRAWN) OR POLYETHYLENE TUBING SDR 9 COPPER TUBE SIZE. 2. BOTH RISERS SHALL BE TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS SOLDER FITTINGS AND ADAPTERS. ONLY LEAD FREE PIPE, FITTINGS, VALVES, SOLDER AND FLUX SHALL BE PERMITTED. 3. BACKFLOW PREVENTION DEVICES SHALL BE USC APPROVED WITH SILICONE RUBBER SEAL RINGS OR DISKS: 4. BACKFLOW PREVENTION DEVICE SHALL BE SUPPORTED AT BOTH RISERS WITH STAINLESS STEEL UNISTRUT. RISERS TO BE SECURED TO UNISTRUT WITH 304 STAINLESS STEEL MOUNTING HARDWARE AND " NEOPRENE INSULATORS BETWEEN ALL 14" NEOPRENE INSULATORS BETWEEN ALL DISSIMILAR METALS. 5. BACKFLOW DEVICES SHALL BE A MINIMUM OF 3' FROM BACK OF CURB AND SIDEWALKS
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30" TAIL PIECE INSTALLED TO
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WITHIN 3" OF CURB STOP
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CURB STOP
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FINISH GRADE
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8"
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(TYPICAL)
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SEE NOTE 2
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30"
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SEE NOTE 4
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BALL VALVE
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(TYPICAL)
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TEST COCK
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MINIMUM 24" COPPER TAIL PIECE
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12" MIN
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REDUCED PRESSURE BACKFLOW PREVENTION DEVICE
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Single Family Residential Fire Line - Single Service
40
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. TYPE "K" COPPER TUBING (SOFT DRAWN) OR POLYETHYLENE TUBING SDR 9 COPPER TUBE SIZE. TYPE "K" COPPER TUBING (SOFT DRAWN) OR POLYETHYLENE TUBING SDR 9 COPPER TUBE SIZE. 2. IF THIS DISTANCE IS LESS THAN 6 FEET ONLY COPPER TUBING SHALL BE PERMITTED. IF THIS DISTANCE IS LESS THAN 6 FEET ONLY COPPER TUBING SHALL BE PERMITTED. 3. BOTH RISERS SHALL BE TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS SOLDER FITTINGS AND ADAPTERS. BOTH RISERS SHALL BE TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS SOLDER FITTINGS AND ADAPTERS. ONLY LEAD FREE PIPE, FITTINGS, VALVES, SOLDER AND FLUX SHALL BE PERMITTED. 4. APPROVED BACKFLOW PREVENTION DEVICES WITH SILICONE RUBBER SEAL RINGS OR DISKS: APPROVED BACKFLOW PREVENTION DEVICES WITH SILICONE RUBBER SEAL RINGS OR DISKS: A.) WATTS MODEL LF719 - 2" 5. BACKFLOW PREVENTION DEVICE SHALL BE EQUIPPED WITH BALL VALVES. BACKFLOW PREVENTION DEVICE SHALL BE EQUIPPED WITH BALL VALVES. 6. BACKFLOW PREVENTION DEVICE SHALL BE SUPPORTED AT BOTH RISERS WITH A MINIMUM OF 2 - 1 5/8" STAINLESS STEEL BACKFLOW PREVENTION DEVICE SHALL BE SUPPORTED AT BOTH RISERS WITH A MINIMUM OF 2 - 1 5/8" STAINLESS STEEL UNISTRUTS. RISERS TO BE SECURED TO UNISTRUT WITH 304 STAINLESS STEEL MOUNTING HARDWARE AND 1/4" NEOPRENE INSULATORS BETWEEN ALL DISSIMILAR METALS.
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CURB STOP
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FINISH GRADE
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8"
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DDC BACKFLOW PREVENTION
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DEVICE AND BALL VALVES BY CONTRACTOR
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(TYPICAL)
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SEE NOTE 3
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SEE NOTE 2
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30" MIN.
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UNION (TYP.)
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SEE NOTE 6
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(SEE NOTE 4)
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BALL VALVE
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(TYPICAL)
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TEST COCK
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MINIMUM 24" BRASS TAIL PIECE
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12"
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2"MAX
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SS UNISTRUT
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3'MIN
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2"
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Fire Line Meter
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Domestic Meter
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1 1/2" FDC
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36" MIN. 48" MAX
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-19
Single Family Residential Fire Line - Double Service
41
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. TYPE "K" COPPER TUBING (SOFT DRAWN) OR POLYETHYLENE TUBING SDR 9 COPPER TUBE SIZE. TYPE "K" COPPER TUBING (SOFT DRAWN) OR POLYETHYLENE TUBING SDR 9 COPPER TUBE SIZE. 2. IF THIS DISTANCE IS LESS THAN 6 FEET ONLY COPPER TUBING SHALL BE PERMITTED. IF THIS DISTANCE IS LESS THAN 6 FEET ONLY COPPER TUBING SHALL BE PERMITTED. 3. BOTH RISERS SHALL BE TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS SOLDER FITTINGS AND ADAPTERS. BOTH RISERS SHALL BE TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS SOLDER FITTINGS AND ADAPTERS. ONLY LEAD FREE PIPE, FITTINGS, VALVES, SOLDER AND FLUX SHALL BE PERMITTED. 4. APPROVED BACKFLOW PREVENTION DEVICES WITH SILICONE RUBBER SEAL RINGS OR DISKS: APPROVED BACKFLOW PREVENTION DEVICES WITH SILICONE RUBBER SEAL RINGS OR DISKS: A.) WATTS MODEL LF719 - 1" 5. BACKFLOW PREVENTION DEVICE SHALL BE EQUIPPED WITH BALL VALVES. BACKFLOW PREVENTION DEVICE SHALL BE EQUIPPED WITH BALL VALVES. 6. BACKFLOW PREVENTION DEVICE SHALL BE SUPPORTED AT BOTH RISERS WITH A MINIMUM OF 2 - 1 5/8" STAINLESS STEEL BACKFLOW PREVENTION DEVICE SHALL BE SUPPORTED AT BOTH RISERS WITH A MINIMUM OF 2 - 1 5/8" STAINLESS STEEL UNISTRUTS. RISERS TO BE SECURED TO UNISTRUT WITH 304 STAINLESS STEEL MOUNTING HARDWARE AND 1/4" NEOPRENE INSULATORS BETWEEN ALL DISSIMILAR METALS.
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CURB STOP
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FINISH GRADE
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8"
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DDC BACKFLOW PREVENTION
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DEVICE AND BALL VALVES BY CONTRACTOR
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(TYPICAL)
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SEE NOTE 3
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SEE NOTE 2
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30" MIN.
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UNION (TYP.)
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SEE NOTE 6
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(SEE NOTE 4)
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BALL VALVE
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(TYPICAL)
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TEST COCK
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12"
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2"MAX
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SS UNISTRUT
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3'MIN
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1 1/2"
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Fire Line Meter
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Domestic Meter
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2"
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Property Line
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Fire Line Meter
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MINIMUM 24" BRASS TAIL PIECE
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1 1/2" FDC
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36" MIN. 48" MAX
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-19
Manual Air Release Valve (Underground Water Main)
42
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SEE "MANHOLE FRAME AND COVER-30" OPENING" DETAIL
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24" DIA. OPENING
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FILLED WITH 3/4" ROCK
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3/4" ROCK BASE 12" DEEP
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3/4" ROCK BASE 12" DEEP
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TAPPING SADDLE
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BRASS DOUBLE STRAP
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STOP WITH AWWA THREADS
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LOCKING 1" CORPORATION
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UNDISTURBED SOIL
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PRECAST CONCRETE
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CONCENTRIC MANHOLE SECTION
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FINISH GRADE
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UNDISTURBED SOIL
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PROOF GROUT
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NON-SHRINKING WATER-
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SEAL WATER TIGHT WITH
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4" ALL AROUND OPENING
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21"
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EACH WAY (TYPICAL)
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#4 REBAR AT 12" O.C.
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12" MIN.
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8"
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VARIES
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VARIES
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30" MINIMUM
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48" MAXIMUM
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PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
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1" BRASS PLUG
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STANDARD PRECAST SECTION (4'-0" DIA.)
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BASE SLAB
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OR WITH COURSE(S) OF BRICK AND
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(6" MIN. - 18" MAX.)
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MORTAR TO BRING TO GRADE
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ADJUST WITH LAD TECH HDPE ADJUSTMENT RING
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-18
Automatic Air Release Valve (Underground Water Main)Automatic Air Release Valve (Underground Water Main)
43
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24" DIA. OPENING
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FILLED WITH 3/4" ROCK
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3/4" ROCK BASE 12" DEEP
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3/4" ROCK BASE 12" DEEP
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TAPPING SADDLE
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BRASS DOUBLE STRAP
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STOP WITH AWWA THREADS
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LOCKING 1" CORPORATION
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UNDISTURBED SOIL
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PRECAST CONCRETE
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CONCENTRIC MANHOLE SECTION
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FINISH GRADE
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UNDISTURBED SOIL
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PROOF GROUT
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NON-SHRINKING WATER-
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SEAL WATER TIGHT WITH
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4" ALL AROUND OPENING
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21"
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EACH WAY (TYPICAL)
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#4 REBAR AT 12" O.C.
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12" MIN.
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8"
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VARIES
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VARIES
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30" MINIMUM
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48" MAXIMUM
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PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
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1" CHECK VALVE
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STEEL FITTINGS
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BRONZE OR STAINLESS
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APPROVED AIR RELEASE VALVE
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THREADED PVC SCH 80 OR
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BRASS FITTING
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BASE SLAB
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STANDARD PRECAST SECTION (4'-0" DIA.)
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OR WITH COURSE(S) OF BRICK AND
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(6" MIN. - 18" MAX.)
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MORTAR TO BRING TO GRADE
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ADJUST WITH LAD TECH HDPE ADJUSTMENT RING
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SEE "MANHOLE FRAME AND COVER-30" OPENING" DETAIL
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Tracer Wire Access Box
44
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TOP OF PAVEMENT
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FINISH GRADE
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4 x 4 WIRE MESH
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8"
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24"
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30" MINIMUM
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48" MAXIMUM
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8" THICK MINIMUM
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CONCRETE COLLAR
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24"
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COPPER HEAD ACCESS BOX # RB14ZT (CAP TO BE COLOR CODED) OR APPROVED EQUAL, WITH STAINLESS STEEL TERMINAL CONNECTORS
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AWG #6 STRANDED COPPER TRACER WIRE SECURED TO PIPE WITH CABLE TIES EVERY 10 FEET
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"WATER" TO BE CAST IN COVER WHEN USED ON WATER MAIN, "SEWER" WHEN USED ON FORCE MAIN OR RECLAIMED WATER MAIN
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. REQUIRED FOR HDD AND PVC MAINS AND AS DIRECTED BY SUA. REQUIRED FOR HDD AND PVC MAINS AND AS DIRECTED BY SUA. 2. 800' MAXIMUM SPACING BETWEEN TURNER WIRE ACCESS BOXES 800' MAXIMUM SPACING BETWEEN TURNER WIRE ACCESS BOXES 3. 1/2" X 8' COPPER CLAD GROUND RODS SHALL BE UTILIZED AT BOTH TERMINAL ENDS OF THE 1/2" X 8' COPPER CLAD GROUND RODS SHALL BE UTILIZED AT BOTH TERMINAL ENDS OF THE TRACER WIRE AND BE ACCESSIBLE 4. 1/2" X 20' COPPER CLAD GROUND ROD SHALL BE UTILIZED WHERE PIPE IS BELOW WATER TABLE1/2" X 20' COPPER CLAD GROUND ROD SHALL BE UTILIZED WHERE PIPE IS BELOW WATER TABLE
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See Note 3 & 4
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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BLANK SPACE FOR FUTURE SUA DETAIL
FUTURE DETAIL
45
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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BLANK SPACE FOR FUTURE SUA DETAIL
FUTURE DETAIL
46
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-18
BLANK SPACE FOR FUTURE SUA DETAIL
FUTURE DETAIL
47
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-18
BLANK SPACE FOR FUTURE SUA DETAIL
FUTURE DETAIL
48
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-18
BLANK SPACE FOR FUTURE SUA DETAIL
FUTURE DETAIL
49
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-18
Manhole Frame and Cover (30" Opening)
50
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. IN GREEN AREAS OR ANY AREA DEEMED TO HAVE QUESTIONABLE DRAINAGE, A WATER TIGHT IN GREEN AREAS OR ANY AREA DEEMED TO HAVE QUESTIONABLE DRAINAGE, A WATER TIGHT MANHOLE INSERT SUCH AS "SEWER GUARD" OR APPROVED EQUAL WILL BE REQUIRED. 2. APPROVED MANHOLES (DOUBLE COVER TYPE): APPROVED MANHOLES (DOUBLE COVER TYPE): A) U.S. FOUNDRY MODEL No. 230-AB-M A) U.S. FOUNDRY MODEL No. 230-AB-M B) VULCAN FOUNDRY MODEL No. VM-101 B) VULCAN FOUNDRY MODEL No. VM-101 3. CONCRETE COLLAR IS REQUIRED ONLY WHEN MANHOLE IS OUT OF PAVEMENT.CONCRETE COLLAR IS REQUIRED ONLY WHEN MANHOLE IS OUT OF PAVEMENT.
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RECLAIMED WATER MAIN AIR RELEASE VALVE STRUCTURE
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"WATER" TO BE CAST IN COVER WHEN USED ON WATER MAIN
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AIR RELEASE VALVE STRUCTURE, "SANITARY SEWER" WHEN USED
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ON SANITARY SEWER COLLECTION STRUCTURE OR FORCE MAIN
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AIR RELEASE VALVE STRUCTURE OR "RECLAIMED" WHEN USED ON
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SEWER
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SANITARY
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FINISHED GRADE
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5' x 5' x 8" CONCRETE
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COLLAR WITH 4" x 4"
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WIRE MESH REINFORCING
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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Revision A-15
Flow Patterns for Invert ChannelsFlow Patterns for Invert Channels
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OBSTRUCTIONS. INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OBSTRUCTIONS. 2. SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVATIONS PROVIDING SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVATIONS PROVIDING FOR SMOOTH FLOWS. 3. CHANNELS FOR FUTURE CONSTRUCTIONS (STUBS) SHALL BE CONSTRUCTED, FILLED WITH SAND, AND CHANNELS FOR FUTURE CONSTRUCTIONS (STUBS) SHALL BE CONSTRUCTED, FILLED WITH SAND, AND COVERED WITH 1" OF MORTAR. 4. SLOPE MANHOLE ITSELF WITH A 1:2 SLOPE FROM MANHOLE WALL TO CHANNEL. SLOPE MANHOLE ITSELF WITH A 1:2 SLOPE FROM MANHOLE WALL TO CHANNEL. 5. INVERT SHALL BE A MINIMUM OF 1/2 THE DIAMETER OF THE LARGEST PIPE OR 4" DEEP.INVERT SHALL BE A MINIMUM OF 1/2 THE DIAMETER OF THE LARGEST PIPE OR 4" DEEP.
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%%USECTION "A-A"
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"A"
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"A"
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Standard Precast Manhole
52
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. MANHOLES SHALL CONFORM TO A.S.T.M. C478.(MIN.) MANHOLES SHALL CONFORM TO A.S.T.M. C478.(MIN.) 2. WALL REINFORCEMENTS A.S.T.M. DESIGNATION A185-64.(LATEST REVISION)(MIN.) WALL REINFORCEMENTS A.S.T.M. DESIGNATION A185-64.(LATEST REVISION)(MIN.) 3. IF TWO CAGES OF WIRE MESH ARE USED, ONE SHALL BE POSITIONED 3" FROM THE INSIDE SURFACE AND ONE 3" FROM IF TWO CAGES OF WIRE MESH ARE USED, ONE SHALL BE POSITIONED 3" FROM THE INSIDE SURFACE AND ONE 3" FROM THE OUTSIDE SURFACE. IF A SINGLE CAGE OR REBAR IS USED, IT SHALL BE CENTERED WITHIN WALL THICKNESS. NO EXPOSED STEEL SHALL BE PERMITTED. 4. LIFT HOLES THROUGH PRECAST STRUCTURE ARE PERMITTED. LIFT HOLES THROUGH PRECAST STRUCTURE ARE PERMITTED. 5. A MINIMUM OF SEVEN DAYS CURE TIME IS REQUIRED PRIOR TO DELIVERY. A MINIMUM OF SEVEN DAYS CURE TIME IS REQUIRED PRIOR TO DELIVERY. 6. ALL PIPE HOLES SHALL BE PRECAST OR CORE DRILLED. OVERSIZED HOLES WILL BE REJECTED. ALL PIPE HOLES SHALL BE PRECAST OR CORE DRILLED. OVERSIZED HOLES WILL BE REJECTED. 7. ANY VISIBLE REINFORCING WIRE, STEEL OR HONEYCOMBS SHALL BE CAUSE FOR REJECTION. ANY VISIBLE REINFORCING WIRE, STEEL OR HONEYCOMBS SHALL BE CAUSE FOR REJECTION. 8. SEE TECHNICAL SPECIFICATIONS FOR BEDDING REQUIREMENTS. SEE TECHNICAL SPECIFICATIONS FOR BEDDING REQUIREMENTS. 9. "RAM-NEK" OR APPROVED EQUAL AT ALL RISER JOINTS (1/2" THICK WITH WIDTH AT LEAST 1/2 THE WALL THICKNESS) "RAM-NEK" OR APPROVED EQUAL AT ALL RISER JOINTS (1/2" THICK WITH WIDTH AT LEAST 1/2 THE WALL THICKNESS) WITH GROUT ON INSIDE AND OUTSIDE. 10. ALL OPENINGS SHALL BE SEALED USING ONLY TYPE II PORTLAND CEMENT/SAND MORTOR AND POTABLE WATER FOR MUD ALL OPENINGS SHALL BE SEALED USING ONLY TYPE II PORTLAND CEMENT/SAND MORTOR AND POTABLE WATER FOR MUD WORK ON JOINTS, LIFTING HOLES, INVERTS, ETC. WHEN AN ACCELERATOR IS NECESSARY, "ANTI HYDRO" IS THE ONLY PRODUCT APPROVED. 11. BRICK MASONRY CONSTRUCTION TO BE STUCCOED WITH 3/4" TYPE II CEMENT INSIDE AND OUTSIDE, AND INSIDE TO BE BRICK MASONRY CONSTRUCTION TO BE STUCCOED WITH 3/4" TYPE II CEMENT INSIDE AND OUTSIDE, AND INSIDE TO BE COATED WITH TWO COATS OF KOPPERS 300 OR APPROVED EQUAL. 12. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO FLOW STREAM, AND COATED WITH A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO FLOW STREAM, AND COATED WITH TWO COATS OF KOPPERS 300 OR APPROVED EQUAL 13. INTERIOR OF ALL SANITARY MANHOLES SHALL HAVE AGRU SURE GRIP CONCRETE PROTECTIVE LINER INSTALLED AT THE TIME INTERIOR OF ALL SANITARY MANHOLES SHALL HAVE AGRU SURE GRIP CONCRETE PROTECTIVE LINER INSTALLED AT THE TIME OF MANUFACTURING. SEE "AGRU SURE GRIP LINER DETAILS" DRAWING FOR ADDITIONAL AGRU SURE GRIP REQUIREMENTS.
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SPEC. 20 OR #4 REBAR 12" O.C.
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NO. 4 WIRE 3" x 6" MESH A.S.T.M.
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0.20 SQ.FT./LF. EACH WAY, EITHER
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WALL STEEL SHALL BE EQUAL TO
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EACH WAY
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SECTION (KEYED TO LOWER WALL)
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PRECAST REINFORCED CONCRETE
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COVERED WITH TYPE II PORTLAND CEMENT
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BRICK RUBBLE BEDDED AND
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TYPE II CEMENT 4000 P.S.I.
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8"
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COVER-30" OPENING" DETAIL
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SEE "MANHOLE FRAME AND
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#4 REBAR 12" ON CENTER EACH WAY
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8"
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18"
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POUR
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MONOLITHIC
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6"
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4'-0" MINIMUM
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SLOPE: 3/4"/FT.
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FINISH GRADE
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ALL AROUND WITH
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PIPE O.D. PLUS 4"
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KEYWAY
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PRECAST CONCRETE
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NO JOINT WITHIN 5' OF MANHOLE
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OR WITH COURSE(S) OF BRICK AND
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(6" MIN. - 18" MAX.)
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MORTAR TO BRING TO GRADE
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ADJUST WITH LAD TECH HDPE ADJUSTMENT RING
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-18
Precast Manhole - Drop Connection Type A
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. CONCRETE ENCASEMENT FOR DROP CONNECTION TO BE FIELD POURED. CONCRETE ENCASEMENT FOR DROP CONNECTION TO BE FIELD POURED. 2. DROP CONNECTIONS SHALL BE REQUIRED WHENEVER AN INFLUENT SEWER IS LOCATED TWO (2) FEET DROP CONNECTIONS SHALL BE REQUIRED WHENEVER AN INFLUENT SEWER IS LOCATED TWO (2) FEET OR MORE ABOVE THE MAIN INVERT CHANNEL. 3. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO FLOW STREAM. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO FLOW STREAM. 4. WHEN PVC IS USED IN SANITARY SEWER LINES, SOLVENT TYPE JOINT PVC FITTINGS MAY BE UTILIZED WHEN PVC IS USED IN SANITARY SEWER LINES, SOLVENT TYPE JOINT PVC FITTINGS MAY BE UTILIZED IN THE DROP ASSEMBLY ONLY. 5. MINIMUM PIPE SIZE FOR DROP IS 8". MINIMUM PIPE SIZE FOR DROP IS 8". 6. SEE "STANDARD PRECAST MANHOLE" DETAIL FOR ADDITIONAL REQUIREMENTS.SEE "STANDARD PRECAST MANHOLE" DETAIL FOR ADDITIONAL REQUIREMENTS.
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#3 STIRUPS 12" O.C.
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DOWELS ALLOWED)
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TO BENCH POUR (NO
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#4 REBAR 12" ON CENTER
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RADIUS ELBOW
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STANDARD LONG
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PER SHELF AND INTEGRAL
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#4 REBAR, MINUMUM OF 4
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STANDARD "T" BRANCH
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CONFORMING TO SUA SPECIFICATIONS
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TYPICAL PRECAST MANHOLE
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4'-0" MINIMUM
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EACH WAY
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FINISH GRADE
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16"
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6"
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8"
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6"
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NO JOINT WITHIN 5' OF MANHOLE
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BRICK RUBBLE BEDDED AND
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COVERED WITH TYPE II PORTLAND CEMENT
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POURED CONCRETE
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Precast Manhole - Drop Connection Type B
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. INSIDE DROP TO BE USED WHEN DROP IS GREATER THAN 6 INCHES AND LESS THAN 24 INCHES. INSIDE DROP TO BE USED WHEN DROP IS GREATER THAN 6 INCHES AND LESS THAN 24 INCHES. 2. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO FLOW STREAM. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO FLOW STREAM. 3. CONSTRUCTION OF DROP SHALL PROVIDE AN OVERSIZED SLAB TO EXTEND UNDER THE DROP CONNECTION. CONSTRUCTION OF DROP SHALL PROVIDE AN OVERSIZED SLAB TO EXTEND UNDER THE DROP CONNECTION. 4. MINIMUM PIPE SIZE FOR DROP IS 8". MINIMUM PIPE SIZE FOR DROP IS 8". 5. SEE "STANDARD PRECAST MANHOLE" DETAIL FOR ADDITIONAL REQUIREMENTS.SEE "STANDARD PRECAST MANHOLE" DETAIL FOR ADDITIONAL REQUIREMENTS.
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CONFORMING TO SUA SPECIFICATIONS
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TYPICAL PRECAST MANHOLE
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8"
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#4 REBAR 12" O.C. EACH WAY
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4'-0" MINIMUM
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FINISH GRADE
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1'-0"
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POURED CONCRETE
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#4 REBAR, MINIMUM OF 4
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PER SHELF AND INTEGRAL
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DOWELS ALLOWED)
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TO BENCH POUR (NO
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8"
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6"
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6"
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COVERED WITH TYPE II PORTLAND CEMENT
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BRICK RUBBLE BEDDED AND
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Sewer Service Connection (Wye Branch)Sewer Service Connection (Wye Branch)
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. THE END OF EACH SERVICE CONNECTION SHALL BE MARKED WITH A 2" x 2" TREATED WOOD STAKE AND AN THE END OF EACH SERVICE CONNECTION SHALL BE MARKED WITH A 2" x 2" TREATED WOOD STAKE AND AN E.M.S. SANITARY SEWER MARKER. 2. EACH SERVICE CONNECTION SHALL BE PLUGGED WATERTIGHT WITH AN APPROVED CAP OR PLUG. EACH SERVICE CONNECTION SHALL BE PLUGGED WATERTIGHT WITH AN APPROVED CAP OR PLUG. 3. CUT OFF BELL END WHEN USING FERNCO COUPLING FOR VCP (FOR EXISTING SERVICES ONLY) CUT OFF BELL END WHEN USING FERNCO COUPLING FOR VCP (FOR EXISTING SERVICES ONLY) 4. FOR PVC INSTALLATIONS, CONNECT TO EXISTING "BELL END" AND CONNECT OPPOSITE END WITH PVC TO PVC FOR PVC INSTALLATIONS, CONNECT TO EXISTING "BELL END" AND CONNECT OPPOSITE END WITH PVC TO PVC KNOCK ON SLEEVE. 5. SOLIDLY TAMP BACKFILL AT LEAST ONE FOOT ABOVE TOP OF PIPE. SERVICES UNDER PAVED AREAS SHALL BE SOLIDLY TAMP BACKFILL AT LEAST ONE FOOT ABOVE TOP OF PIPE. SERVICES UNDER PAVED AREAS SHALL BE BACKFILLED TO THE SAME SPECIFICATIONS AS SHOWN ON "PAVEMENT REPLACEMENT" DETAIL. 6. CONTRACTOR SHALL MARK ON A CLEAN SET OF PLANS THE FINAL STATIONING OR DISTANCE AND DIRECTION FROM CONTRACTOR SHALL MARK ON A CLEAN SET OF PLANS THE FINAL STATIONING OR DISTANCE AND DIRECTION FROM MANHOLE TO EACH SERVICE LATERAL AND GIVE TO ENGINEER FOR RECORD DRAWING PURPOSES. 7. ANY DEVIATION FROM THESE METHODS MUST BE APPROVED BY SUA. ANY DEVIATION FROM THESE METHODS MUST BE APPROVED BY SUA. 8. THE USE OF UNNECESSARY FITTINGS ON THE CUSTOMERS LINE TO REDUCE EXCAVATION EFFORTS WILL BE CAUSE THE USE OF UNNECESSARY FITTINGS ON THE CUSTOMERS LINE TO REDUCE EXCAVATION EFFORTS WILL BE CAUSE FOR REJECTION. 9. THE USE OF 90° SWEEPS ON THE CUSTOMERS LINE IN LIEU OF 45° BENDS WILL REQUIRE AN ADDITIONAL CLEAN THE USE OF 90° SWEEPS ON THE CUSTOMERS LINE IN LIEU OF 45° BENDS WILL REQUIRE AN ADDITIONAL CLEAN OUT AS SHOWN ON "SANITARY SERVICE CLEAN OUT DETAIL". THE CLEAN OUT SHALL BE ON THE HOUSE SIDE OF THE TOP SWEEP WITHIN 2' OF THE SWEEP.
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6" x 4" WYE BRANCH
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(SEE "SANITARY SERVICE CLEAN OUT" DETAIL)
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(TYPICAL SINGLE AND DOUBLE SERVICE)
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CLEAN OUT WITH CONCRETE COLLAR
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SLOPE = 1.0%%%
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DISTANCE VARIES
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PROPERTY LINE
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CLEAN OUT
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PROPERTY LINE
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12"
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FINISH GRADE
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48" MAX
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DEPTH VARIES
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30" MIN
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6"
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45%%D BEND
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SANITARY MAIN
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45%%d MAX.
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UNDISTURBED
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SOIL
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45%%D BEND
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WYE
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2 - 45° (NO 90° OR SWEEPS)
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MAGNETIC MARKER-OMNI #75027 OR 3M 1404-1265 (TYPICAL)
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RISER PIPE SHALL BE ONE PIECE FROM CLEAN OUT ADAPTER TO 45°
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
C-900 Sewer Service Transition
56
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) SEWER SERVICE LATERALS SHALL CROSS UNDER WATER MAINS WITH A MINIMUM VERTICAL SEPARATION OF TWELVE (12) INCHES. IF 12" VERTICAL SEPARATION CANNOT BE MAINTAINED, THEN THE WATER MAIN SHALL BE D.I.P. AND THE SEWER SERVICE LATERAL SHALL BE C-900 SDR 18 OR BETTER AND THE MINIMUM SEPARATION SHALL BE SIX (6) INCHES. WHEN IT IS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER THE SEWER SERVICE LATERAL A MINIMUM VERTICAL SEPARATION OF AT LEAST TWELVE (12) INCHES MUST BE MAINTAINED, THE WATER MAIN SHALL BE D.I.P. AND THE SEWER LATERAL SHALL BE C-900 SDR 18 OR BETTER.
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C-900
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DISTANCE VARIES
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FINISH GRADE
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48" MAX
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DEPTH VARIES
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30" MIN
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MAGNETIC MARKER
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UNDISTURBED
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(TYPICAL)
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SOIL
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WATER MAIN
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C-900
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DISTANCE VARIES
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FINISH GRADE
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48" MAX
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DEPTH VARIES
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30" MIN
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MAGNETIC MARKER
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UNDISTURBED
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(TYPICAL)
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SOIL
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2 - 45° (NO 90° OR SWEEPS)
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DISTANCE VARIES
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FINISH GRADE
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48" MAX
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DEPTH VARIES
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30" MIN
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MAGNETIC MARKER
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UNDISTURBED
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(TYPICAL)
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SOIL
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SDR 26
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C-900
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C-900 PVC SANITARY SEWER MAIN
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C-900 BY SDR 26 TRANSITION COUPLING
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C-900
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C-900 BY SDR 26 TRANSITION COUPLING
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C-900 PVC SANITARY SEWER MAIN
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SDR 26 PVC SANITARY SEWER MAIN
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WATER MAIN
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C-900 BY SDR 26 TRANSITION COUPLING
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C-900 BY SDR 26 TRANSITION COUPLING
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SDR 26
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-18
Sanitary Service Clean Out
57
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. U.S. FOUNDRY NO. 7621 REVERSIBLE HANDHOLE RING AND COVER OR APPROVED EQUAL SHALL BE U.S. FOUNDRY NO. 7621 REVERSIBLE HANDHOLE RING AND COVER OR APPROVED EQUAL SHALL BE USED, COVER TO BE CAST WITH "S" IN THE CENTER. 2. CLEAN OUT REQUIRED ON ALL SERVICES AT PROPERTY LINE OR EASEMENT LINE WHERE APPLICABLE. CLEAN OUT REQUIRED ON ALL SERVICES AT PROPERTY LINE OR EASEMENT LINE WHERE APPLICABLE. 3. STANDARD WYE SHALL BE USED AT CLEAN OUT.STANDARD WYE SHALL BE USED AT CLEAN OUT.
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CLEAN OUT IN VEHICULAR OR
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FINISH GRADE
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30" MIN
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48" MAX
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8" x 24" x 24"
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CONCRETE COLLAR
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WITH 4" x 4" WIRE
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MESH REINFORCEMENT
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PAVEMENT
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%%USECTION "A-A"
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SEE NOTE 1
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A
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S
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8" x 24" x 24"
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CONCRETE COLLAR
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ROCK BASE
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A
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PEDESTRIAN TRAFFIC AREA
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CLEAN OUT IN GREEN AREA
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%%USECTION "A-A"
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PVC WITH 2" x " SQUARE 716" SQUARE SQUARE RECESSED NUT
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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Revision B-16
Air Release Valve (Underground Force Main)
58
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PRECAST CONCRETE
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CONCENTRIC MANHOLE SECTION
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FINISH GRADE
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4" ALL AROUND OPENING
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SEAL WATER TIGHT WITH
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NON-SHRINKING WATER-
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PROOF GROUT
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MALE NPT OUTLET THREADS
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AWWA INLET THREADS AND
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2" CORPORATION STOP WITH
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FILLED WITH 3/4" ROCK
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THREADED BRASS FITTING
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APPROVED AIR RELEASE VALVE
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VARIES
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3/4" ROCK BASE 12" DEEP
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3/4" ROCK BASE 12" DEEP
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BRASS DOUBLE STRAP
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TAPPING SADDLE
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UNDISTURBED SOIL
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UNDISTURBED SOIL
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21"
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24" DIA. OPENING
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#4 REBAR AT 12" O.C.
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EACH WAY (TYPICAL)
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12" MIN.
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8"
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48" MAXIMUM
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30" MINIMUM
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VARIES
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PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
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STANDARD PRECAST SECTION (4'-0" DIA.)
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INTERIOR TO BE COATED WITH TWO COATS OF COAL TAR EPOXY
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BASE SLAB
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OR WITH COURSE(S) OF BRICK AND
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(6" MIN. - 18" MAX.)
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MORTAR TO BRING TO GRADE
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ADJUST WITH LAD TECH HDPE ADJUSTMENT RING
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ARV
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SEE "MANHOLE FRAME AND COVER-30" OPENING" DETAIL
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-19
Concrete Grease TrapConcrete Grease Interceptor
59
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. SHOP DRAWINGS FOR PRECAST TANKS SHALL BEAR THE FOLLOWING STATEMENT:"THIS CONCRETE STRUCTURE MEETS OR SHOP DRAWINGS FOR PRECAST TANKS SHALL BEAR THE FOLLOWING STATEMENT:"THIS CONCRETE STRUCTURE MEETS OR EXCEEDS ALL THE REQUIREMENTS FOR GREASE INTERCEPTORS/SEPTIC TANKS AS IN THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 10D-6 AND 64E-6, AND SUA "SPECIFICATIONS AND STANDARDS". THE SHOP DRAWINGS (3 COPIES MINIMUM) SHALL THEN BE SIGNED AND SEALED BY THE ENGINEER OF RECORD AND FORWARDED TO SUA FOR APPROVAL. 2. LID TYPES: LID TYPES: A) 4" REGULAR LID B) 8" TRAFFIC BEARING LID 3. ALL PIPING SHALL BE SOLVENT WELD PIPE. ALL PIPING SHALL BE SOLVENT WELD PIPE. 4. ALL TANKS IN TRAFFIC AREA SHALL BE H2O WHEEL LOAD BEARING. ALL TANKS IN TRAFFIC AREA SHALL BE H2O WHEEL LOAD BEARING. 5. INSPECTION OF TANK REQUIRED BY SUA PRIOR TO PLACEMENT. INSPECTION OF TANK REQUIRED BY SUA PRIOR TO PLACEMENT. 6. INSPECTION OF TANK REQUIRED BY SUA AFTER TANK IS PIPED. INSPECTION OF TANK REQUIRED BY SUA AFTER TANK IS PIPED. 7. TANKS IN SERIES SHALL HAVE BAFFLE IN LAST TANK ONLY.TANKS IN SERIES SHALL HAVE BAFFLE IN LAST TANK ONLY.
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OPENING
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INLET
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4" CONCRETE BAFFLE
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WATER LEVEL
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LID (SEE NOTE 2)
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22"
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(TYP.)
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8"
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BRICK MASONRY(TYPICAL)
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12"
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60% OF TOTAL WIDTH
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8" HOLE
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6"
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6"
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ADJUST WITH LAD TECH HDPE ADJUSTMENT RING OR WITH COURSE(S) OF BRICK AND MORTAR TO BRING TO GRADE (6" MIN. - 18" MAX.)
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CONCRETE COLLAR (SEE "SANITARY SERVICE CLEAN OUT" DETAIL)
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BRING CLEAN OUT TO GRADE (TYPICAL BOTH INFLUENT AND EFFLUENT LINES)
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WORDS "GREASE TRAP" OR "GREASE INTERCEPTOR" TO BE CAST IN COVER
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RING AND COVER (HEAVY DUTY) SUBMIT SHOP DRAWINGS
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OUTLET OPENING WITH RUBBER BOOT (FILL OPENING AROUND BOOT INSIDE & OUT WITH TYPE II PORTLAND CEMENT/SAND MORTAR
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2 WAY CLEAN OUT (TYPICAL)
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LID TO BE GROUTED INSIDE AND OUT WITH TYPE II PORTLAND CEMENT/SAND MORTAR
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-18
Polyethylene Grease Interceptor
60
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. ALL PIPING SHALL BE SOLVENT WELD PIPE. ALL PIPING SHALL BE SOLVENT WELD PIPE. 2. ALL INTERCEPTORS IN TRAFFIC AREA SHALL BE H2O WHEEL LOAD BEARING. ALL INTERCEPTORS IN TRAFFIC AREA SHALL BE H2O WHEEL LOAD BEARING. 3. INSPECTION OF INTERCEPTORS REQUIRED BY SUA PRIOR TO PLACEMENT. INSPECTION OF INTERCEPTORS REQUIRED BY SUA PRIOR TO PLACEMENT. 4. INSPECTION OF INTERCEPTORS REQUIRED BY SUA AFTER TANK IS PIPED.INSPECTION OF INTERCEPTORS REQUIRED BY SUA AFTER TANK IS PIPED.
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RISERS TO GRADE
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FINISHED GRADE
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2-WAY CLEANOUT TEE TO GRADE
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2-WAY CLEANOUT TEE TO GRADE
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24" PICKABLE CAST IRON COVER
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WORDS "GREASE TRAP" OR "GREASE INTERCEPTOR" TO BE CAST IN COVER
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OPTIONAL ANCHOR KIT
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OPTIONAL ANCHOR KIT
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TOP VIEW
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CONCRETE SLAB (8" THICK)
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REBAR
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ELEVATION VIEW
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FINISHED GRADE
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REBAR
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-18
Oil SeparatorOil Separator
61
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8" HOLE
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60% OF TOTAL WIDTH
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24"
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BRICK MASONRY(TYPICAL)
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12"
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(TYP.)
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22"
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LID (SEE NOTE 2)
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WATER LEVEL
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4" CONCRETE BAFFLE
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. SHOP DRAWINGS FOR PRECAST TANKS SHALL BEAR THE FOLLOWING STATEMENT:"THIS CONCRETE STRUCTURE MEETS OR SHOP DRAWINGS FOR PRECAST TANKS SHALL BEAR THE FOLLOWING STATEMENT:"THIS CONCRETE STRUCTURE MEETS OR EXCEEDS ALL THE REQUIREMENTS FOR GREASE INTERCEPTORS/SEPTIC TANKS AS IN THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 10D-6 AND 64E-6, AND SUA "SPECIFICATIONS AND STANDARDS". THE SHOP DRAWINGS (3 COPIES MINIMUM) SHALL THEN BE SIGNED AND SEALED BY THE ENGINEER OF RECORD AND FORWARDED TO SUA FOR APPROVAL. 2. LID TYPES: LID TYPES: A) 4" REGULAR LID B) 8" TRAFFIC BEARING LID 3. INTERIOR PIPING SHALL BE SOLVENT WELD PVC PIPE. INTERIOR PIPING SHALL BE SOLVENT WELD PVC PIPE. 4. ALL TANKS IN TRAFFIC AREA SHALL BE H2O WHEEL LOAD BEARING. ALL TANKS IN TRAFFIC AREA SHALL BE H2O WHEEL LOAD BEARING. 5. INSPECTION OF TANK REQUIRED BY SUA PRIOR TO PLACEMENT. INSPECTION OF TANK REQUIRED BY SUA PRIOR TO PLACEMENT. 6. INSPECTION OF TANK REQUIRED BY SUA AFTER TANK IS PIPED.INSPECTION OF TANK REQUIRED BY SUA AFTER TANK IS PIPED.
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6"
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6"
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CONCRETE COLLAR (SEE "SANITARY SERVICE CLEAN OUT" DETAIL)
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WORDS "OIL SEPARATOR" OR "OIL INTERCEPTOR" TO BE CAST IN COVER
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BRING CLEAN OUT TO GRADE (TYPICAL BOTH INFLUENT AND EFFLUENT LINES)
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RING AND COVER (HEAVY DUTY) SUBMIT SHOP DRAWINGS
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2 WAY CLEAN OUT (TYPICAL)
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OUTLET OPENING WITH RUBBER BOOT (FILL OPENING AROUND BOOT INSIDE & OUT WITH TYPE II PORTLAND CEMENT/SAND MORTAR
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LID TO BE GROUTED INSIDE AND OUT WITH TYPE II PORTLAND CEMENT/SAND MORTAR
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INLET OPENING
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ADJUST WITH LAD TECH HDPE ADJUSTMENT RING OR WITH COURSE(S) OF BRICK AND MORTAR TO BRING TO GRADE (6" MIN. - 18" MAX.)
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-18
CORBEL DETAIL
BOOT CONNECTION DETAIL
JOINT DETAIL
Agru Sure Grip Liner Details
62
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FINISH GRADE
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MIN. 2" CAST-IN AGRU TURN BACK WITH POLYSTER BACK LINING EXPOSED AND STUB EMBEDED IN STRUCTURE
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2" MIN. CHIMNEY RISE IN CORBEL
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EXTRUSION WELD
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2" WIDE PP-R CAP STRIP WELDED TOP AND BOTTOM
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VARIES
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RAMNEK; MEETS OR EXCEEDS ALL REQUIREMENTS OF ASTM C-990 U.S. FEDERAL SPECS. S-S-210A, TYPE A AASHTD M-19875 I, TYPE B
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1 1/4" BUTYL EVERGRIP 990 STRIPS OR EQUAL
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PROTECTIVE PAPER WRAPPER MUST BE REMOVED BEFORE CLOSING JOINT
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9" WIDE ASTM-C877 TYPE II EXTERION JOINT WRAP REQUIRED
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GROUT EXTERIOR
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POSITION BOOT TO LAP THE END OF THE SLEEVE
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"TURN BACK" JOINT METHOD DESIGN
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AGRU SURE GRIP LINER
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MANHOLE ADAPTER
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P-201 ADEKA ULTRA SEAL
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ALL FITTINGS HOT AIR ROD WELDED
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3mm POLYSTER BACKED PP-R WRAP EPOXIED TO PIPE PRIOR TO INSTALL
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3mm PP-R FLANGE WELDED TO WALL LINER AND PIPE WRAP
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3M WEATHERBAN SEALANT (#5354) TO BE APPLIED BEFORE CONCRETE FILLET IS CONSTRUCTED
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1 1/4" BUTYL EVERGRIP 990 STRIPS OR EQUAL
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VARIES
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9" WIDE ASTM-C877 TYPE II EXTERION JOINT WRAP REQUIRED
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GROUT EXTERIOR
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RAMNEK; MEETS OR EXCEEDS ALL REQUIREMENTS OF ASTM C-990 U.S. FEDERAL SPECS. S-S-210A, TYPE A AASHTD M-19875 I, TYPE B
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POSITION BOOT TO LAP THE END OF THE SLEEVE
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3M WEATHERBAN SEALANT (#5354) TO BE APPLIED BEFORE CONCRETE FILLET IS CONSTRUCTED
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"TURN BACK" JOINT METHOD DESIGN
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"AGRU SURE-GRIP" HDPE LINER TO PENETRATE 2" INTO BASE SLAB WITH P-201 ADEKA ULTRA SEAL
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PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
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30"
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EXTRUSION WELD
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P.E. TURN BACK WITH EXTRUSION WELDED TO AGRU AND EPOXIED TO EXPOSED CONCRETE
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P.E. SLEVE CAST-IN
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POSITION BOOT TYPE PRESS SEAL PSX DRIVE TO LAP THE MIDDLE OF THE SLEEVE
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EXTRUSION WELD
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AGRU-LINER (TYPICAL)
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ADEKA P-201
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9" WIDE ASTM-C877 TYPE II EXTERION JOINT WRAP
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1 " BUTYL EVERGRIP 990 14" BUTYL EVERGRIP 990 STRIPS OR EQUAL
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P.E. TURN BACK WITH EXTRUSION WELDED TO AGRU AND EPOXIED TO EXPOSED CONCRETE
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GROUT EXTERIOR
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RAMNEK: MEET OR EXCEEDS ALL REQUIREMENTS OF ASTM. C-900 US FEDERAL SPECS S-S-210A, TYPE A AASHTD M-19875I, TYPE B
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-18
Lift Station Detail
63
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EXPANSION JOINT (TYP. 4 SIDES)
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#4 REBAR - 6" O.C. EACH WAY
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GROUT EXTRUSION WELD INSIDE AND WATERTIGHT
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ALL JOINTS SHALL BE SEALED WATERTIGHT
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WITH RAM-NEK OR AN APPROVED EQUAL
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#8 REBAR AT 10" O.C. EACH WAY
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AND SIZED PER PUMP MANUFACTURER, ALL
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TIGHT, WITH NON-CORROSIVE LOCKING BAR
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1/4" ALUMINUM PLATE HATCH COVER, AIR-
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GUIDE BARS TO BE
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STAINLESS STEEL LIFTING CABLE WITH
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STAINLESS STEEL RINGS (HELD BY HOOK)
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BOTTOM ELEV.=
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TYPE II CONCRETE FILLET
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FORCE MAINS, ETC.
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ORIENTATION OF INFLUENT PIPES,
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NOTE: SEE PLOT PLAN FOR PROPER
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SMOOTH FORMED
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BASE PLATE
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DIA.
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%%USECTION THRU LIFT STATION
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(TYPICAL)
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H.W. ALARM EL.=
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LAG PUMP NO. 2 "ON" EL.=
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LEAD PUMP NO. 1 "ON" EL.=
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PUMPS "OFF" EL.=
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2" GROUT
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PRECAST WET WELL
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PUMP MOUNTING HARDWARE
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SUPPLIED BY PUMP MFGR.
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316 SST SCH 40
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(TYPE 316 STAINLESS STEEL)
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FLANGE CONNECTION
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316 STAINLESS STEEL
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(SCH 80 PVC OR BRASS)
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D.I. CHECK VALVE WITH OUTSIDE
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LEVER AND WEIGHT (TYPICAL)
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D.I. 90° BEND
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(ROTATED 45%%d)
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D.I. PLUG VALVE (TYPICAL)
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D.I. TEE WITH SUPPORT
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WITH THE EMERGENCY PUMP OUT PORT
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BE LOCATED SO AS NOT TO CONFLICT
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NOTES: THE ELECTRICAL CONTROL PANEL SHALL
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HARDWARE
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FINISH GRADE EL.=
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2" BRASS NIPPLE AND 2" CURB STOP
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D.I. 45%%d BEND AND
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D.I. CROSS (ROTATED 45%%d)
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4" 316 SS VENT PIPE WITH SCREENED
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OPENING (20/20 MESH)
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STAINLESS STEEL PIPE SUPPORTS AT EACH
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ELBOW WITH #4 REBAR (AS REQUIRED)
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"SEWER" TO BE
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CAST IN COVER
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CONCRETE
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VENT INTO WET WELL
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BLIND FLANGE TAPPED 2"
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(2" BRASS CHECK VALVE TO BE USED
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WHEN FORCE MAIN IS OPEN ENDED)
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D.I. PLUG VALVE
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CAST IRON
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VALVE BOX
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COLLAR
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D.I. CROSS
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FORCE MAIN AIR RELEASE VALVE PER
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SUA SPECIFICATIONS
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TO BE STAINLESS STEEL
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ALL FLANGE BOLTS AND NUTS
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%%UPLAN VIEW
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18"
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1/2" TAP W/PETCOCK & PRESSURE GAUGE
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0 - p.s.i. (3" O.D. FACE MIN.) AND
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NEEDLE STOP COCK (GLYCERIN FILLED)
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316 STAINLESS STEEL FLOAT HANGER
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CONTINUOUS AROUND WET WELL, OUTSIDE
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CONDUIT TO CONTROL PANEL
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100 YR. STORM EL.=
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HARDWARE TO BE 316 SST
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INFLUENT SEWER
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INVERT ELEV.=
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INFLUENT SEWER
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FEMALE CAM-LOCK WITH MALE PLUG (3" OR 6" ONLY) PUMPOUT TO BE LOCATED ON OPPOSITE SIDE WHEN LIFT STATION IS EQUIPED WITH BIO-CUBE
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PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
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BASE TO BE CONCENTRIC WITH WETWELL AND MINIMUM 15" THICK
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15" MIN.
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THICKNESS
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WALL
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PADLOCK BAR
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SEE DETAIL 65D IF PRESSURE TRANSDUCER
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IS TO BE INSTALLED
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Isolation Joint
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316 SS SCH 40
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Flanged Pipe
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AGRULINED
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WALLS AND TOP SLAB
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316 SS SCHEDULE 40 PIPE
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NOTE: WETWELL FINISHED GRADE EL. TO BE MIN. 3" ABOVE 100 YEAR STORM EL., OR ROAD EL., WHICHEVER IS GREATER.
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision D-19
Lift Station Control Panel (Single Door)
64a
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RED LIGHT "HIGH WATER ALARM"
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EXPANSION JOINT
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WETWELL SLAB
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POURED CONCRETE BASE 1'-6" DIA x 3'-0" (TYP.)
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%%UFRONT VIEW
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3" DIA. ANODYZED ALUMINUM PIPE SUPPORT, 6061 T6, SCH 40 TO BE FILLED WITH CLEAN SAND AND CAPPED. THE PORTION OF PIPE SUPPORTS COVERED BY CONCRETE SHALL BE COATED WITH BITUMASTIC PAINT (8 MIL THICK)
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2" SCH 80 U.V. RESISTANT P.V.C. CONDUITS BETWEEN PANEL J-BOX AND WETWELL, ONE PER PUMP AND ONE FOR FLOATS. WIRES SHALL BE CONTINUOUS, NO SPLICES.
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20' (MIN.) LONG COPPER CLAD GROUND ROD SHALL BE LOCATED OUTSIDE CONCRETE SLAB.
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FINISH GRADE
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1 5/8" x 1 5/8" UNI-STRUT SUPPORT STRAP, 12 GAUGE, STAINLESS STEEL AND RIGID CONDUIT CLAMP #B2015-SS4 (TYP)
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GENERATOR RECEPTACLE
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4" CONCRETE SLAB
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TO F.P.&L. POWER SOURCE, CONDUIT AS PER F.P.& L. REQUIREMENTS
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TO ANTENNA
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1"TYP.
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2" PVC SCHEDULE 80 WYE WITH 2" PVC INSECT AND RODENT SINGLE VENT SCREEN KIT PVS-IRS2 (TYP.)
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MOUNT METER AND CAN, HEIGHT AS PER CODE AND F.P.& L. STANDARDS AND A MINIMUM OF 3.5' FROM FENCE
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CIRCUIT BREAKER IN CIRCUIT BREAKER ENCLOSURE, SQUARE D PART #J250SS, SERVICE ENTRANCE RATED, BETWEEN F.P.& L. METER AND CONTROL PANEL WITH NEMA 4X STAINLESS STEEL ENCLOSURE (SEE NOTE 7)
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%%USECTION "A-A"
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APPROVED PRESSURE TYPE BRONZE CONNECTOR CLAMP
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#4 CU GROUND WIRE
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A
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A
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. ALL CONDUIT SIZES INCLUDING F.P.& L. SHALL BE SIZED FOR TWICE THE ALL CONDUIT SIZES INCLUDING F.P.& L. SHALL BE SIZED FOR TWICE THE INSTALLED H.P. AMPACITY UNLESS OTHERWISE INDICATED. 2. ALL CONDUCTORS SHALL BE COPPER. ALL CONDUCTORS SHALL BE COPPER. 3. ALL CONDUIT OPENINGS IN J-BOX AND CONTROL PANEL SHALL BE SEALED ALL CONDUIT OPENINGS IN J-BOX AND CONTROL PANEL SHALL BE SEALED AIR TIGHT. 4. CONDUITS BETWEEN CONTROL PANEL AND ISOLATION PANEL SHALL HAVE CONDUITS BETWEEN CONTROL PANEL AND ISOLATION PANEL SHALL HAVE SEALING HUBS, APPLETON ES150-100 OR EQUIVALENT, AT THE ISOLATION PANEL. 5. CONTROL PANEL AND ANTENNA GROUND RODS TO BE UL LISTED COPPER CONTROL PANEL AND ANTENNA GROUND RODS TO BE UL LISTED COPPER CLAD STEEL " THICK, 34" THICK, 6. ALL PVC CONDUIT TO BE SCH 80 UV RESISTANT. ALL PVC CONDUIT TO BE SCH 80 UV RESISTANT. 7. FOR LIFTSTATIONS UP TO 150 AMP: FOR LIFTSTATIONS UP TO 150 AMP: (a.) H()L36###(C) - MOLDED CASE CIRCUIT BREAKER, 3 POLE, 600 VAC FRAME, ### = CURRENT RATING (15-150 AMP) (b.) PDC3HD2 - POWER DISTRIBUTION CONNECTOR FOR H FRAME BREAKER (3 14-2AWG Cu) (c.) S37449 - H FRAME LONG LUG SHIELD FOR LIFTSTATIONS OVER 150 AMP: (a.) J()L36###(C) - MOLDED CASE CIRCUIT BREAKER, 3 POLE, 600 VAC FRAME, ### = CURRENT RATING (150-250 AMP) (b.) PDC3JD20 - POWER DISTRIBUTION CONNECTOR FOR J FRAME BREAKER (2 14-1AWG AND 1 3-2/0 Cu) (c.) S37450 - J FRAME LONG LUG SHIELD
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36" MIN.
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TO BE DETERMINED IN THE FIELD
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TO GROUND ROD
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ISOLATION PANEL (J-BOX) SEE DWG.64B,64C
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6" CONDUIT
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6" CONDUIT
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Pencell Plastic PE-6 HD
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Pencell Plastic PE-6 HD
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-16
Duplex Lift Station Control Panel Junction BoxDuplex Lift Station Control Panel J-Box
64b
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A-16H2006SS6LP,
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HOFFMAN ENCLOSURE, NEMA 4X
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ENCLOSURE
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16"
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U.L. 508
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20"
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SUBPLATE
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P1
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P2
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TO WET WELL
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INSTALLATION
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. SHOWN FOR GENERAL ARRANGEMENT PROVIDE EQUIPMENT AS INDICATED PER NUMBER OF PUMPS. SHOWN FOR GENERAL ARRANGEMENT PROVIDE EQUIPMENT AS INDICATED PER NUMBER OF PUMPS. 2. JUNCTION BOX SHALL BE PROVIDED BY THE SAME MANUFACTURER AS THE CONTROL PANEL AND SHALL JUNCTION BOX SHALL BE PROVIDED BY THE SAME MANUFACTURER AS THE CONTROL PANEL AND SHALL BE U.L. 508 LISTED. 3. ALL CONTROL CABLES SHALL HAVE A SERVICE LOOP WITHIN J BOX AND CONTROL PANEL. ALL CONTROL CABLES SHALL HAVE A SERVICE LOOP WITHIN J BOX AND CONTROL PANEL. 4. JUNCTION BOX ENCLOSURE SHALL BE NEMA 4X AND MINIMUM 16"H x 20"W x 6"D.JUNCTION BOX ENCLOSURE SHALL BE NEMA 4X AND MINIMUM 16"H x 20"W x 6"D.
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ALUMINUM ISOLATION BARRIER WITH SS HARDWARE
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SQUARE D "LBC" COPPER POWER DISTRIBUTION BLOCK 3 - POLE (9080LBC362101 OR APPROVED EQUAL)
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WITH SUBPLATE OR APPROVED EQUAL
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FROM CONTROL PANEL
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APPLETON EXPLOSION PROOF SEALING HUBS (TYPE)
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SQUARE D TERMINAL BLOCK ASSEMBLY 600V, 30 AMP #22-#10 AWG (QTY AS REQUIRED)
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MECHANICAL GROUND CONNECTOR SINGLE CONDUCTOR, 1 HOLE MOUNT, 14AWG - 2/0 STR THOMAS & BETTS MODEL ADR21
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MECHANICAL GROUND CONNECTOR MINIMUM TWO CONDUCTOR, 1 HOLE MOUNT, 14AWG - 2/0 STR THOMAS & BETTS MODEL ADR21-21
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HIGH
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FLOAT TERMINAL BLOCK LAYOUT
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LAG
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LEAD
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OFF
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision D-18
Triplex Lift Station Control Panel J-Box
64c
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A20H2408SS6LP,
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HOFFMAN ENCLOSURE, NEMA 4X
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ENCLOSURE
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20"
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U.L. 508
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24"
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SUBPLATE
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P1
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P2
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P3
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TO WET WELL
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INSTALLATION
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. SHOWN FOR GENERAL ARRANGEMENT PROVIDE EQUIPMENT AS INDICATED PER NUMBER OF PUMPS. SHOWN FOR GENERAL ARRANGEMENT PROVIDE EQUIPMENT AS INDICATED PER NUMBER OF PUMPS. 2. JUNCTION BOX SHALL BE PROVIDED BY THE SAME MANUFACTURER AS THE CONTROL PANEL AND SHALL JUNCTION BOX SHALL BE PROVIDED BY THE SAME MANUFACTURER AS THE CONTROL PANEL AND SHALL BE U.L. 508 LISTED. 3. ALL CONTROL CABLES SHALL HAVE A SERVICE LOOP WITHIN J BOX AND CONTROL PANEL. ALL CONTROL CABLES SHALL HAVE A SERVICE LOOP WITHIN J BOX AND CONTROL PANEL. 4. JUNCTION BOX ENCLOSURE SHALL BE NEMA 4X 20"H x 24"W x 8"D.JUNCTION BOX ENCLOSURE SHALL BE NEMA 4X 20"H x 24"W x 8"D.
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ALUMINUM ISOLATION BARRIER WITH SS HARDWARE
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SQUARE D "LBC" COPPER POWER DISTRIBUTION BLOCK 3 - POLE (9080LBC362101 OR APPROVED EQUAL)
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SQUARE D TERMINAL BLOCK ASSEMBLY 600V, 30 AMP #22-#10 AWG (QTY AS REQUIRED)
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WITH SUBPLATE OR APPROVED EQUAL
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MECHANICAL GROUND CONNECTOR SINGLE CONDUCTOR, 1 HOLE MOUNT, 14AWG - 2/0 STR THOMAS & BETTS MODEL ADR21
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FROM CONTROL PANEL
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APPLETON EXPLOSION PROOF SEALING HUBS (TYPE)
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MECHANICAL GROUND CONNECTOR MINIMUM TWO CONDUCTOR, 1 HOLE MOUNT, 14AWG - 2/0 STR THOMAS & BETTS MODEL ADR21-21
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HIGH
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FLOAT TERMINAL BLOCK LAYOUT
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LAG
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LEAD
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OFF
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LAG2
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-18
Lift Station Control Panel Schematic - Duplex - 230V/3PH
Lift Station Control Panel Schematic - Duplex - 230V/3PH
65.1a
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MB1
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MB2
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GENERATOR
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RECEPTACLE
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PM
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3O
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60Hz
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230V
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3
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TFS001
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MCB
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10A
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4
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1
AutoCAD SHX Text
1 AMP
AutoCAD SHX Text
FB1
AutoCAD SHX Text
CB
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
GR
AutoCAD SHX Text
ECB
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
5
AutoCAD SHX Text
PDB
AutoCAD SHX Text
INSTALLED BY OTHERS
AutoCAD SHX Text
SHIPPED AS PART
AutoCAD SHX Text
120V NEUTRAL
AutoCAD SHX Text
120VAC SURGE
AutoCAD SHX Text
SUPPRESSOR
AutoCAD SHX Text
DRB
AutoCAD SHX Text
15A
AutoCAD SHX Text
2
AutoCAD SHX Text
MS2
AutoCAD SHX Text
OL
AutoCAD SHX Text
MS1
AutoCAD SHX Text
OL
AutoCAD SHX Text
PUMP 1
AutoCAD SHX Text
PUMP 2
AutoCAD SHX Text
GFDR
AutoCAD SHX Text
LA
AutoCAD SHX Text
3
AutoCAD SHX Text
SA
AutoCAD SHX Text
PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
AutoCAD SHX Text
NOTE 1 - MS1A AND MS2A ARE AUXILIARY RUN CONTACTS.
AutoCAD SHX Text
(ISOLATED)
AutoCAD SHX Text
CCB
AutoCAD SHX Text
15A
AutoCAD SHX Text
PM UTILITY
AutoCAD SHX Text
CONSTRUCTION STANDARDS AND DETAILS
AutoCAD SHX Text
SEACOAST UTILITY AUTHORITY
AutoCAD SHX Text
DATE APPROVED:
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
JUNE 26, 2019
AutoCAD SHX Text
Revision C-18
Lift Station Control Panel Schematic - Duplex - 230V/3PH
Lift Station Control Panel Schematic - Duplex - 230V/3PH
65.2a
AutoCAD SHX Text
TERMINAL
AutoCAD SHX Text
TERMINAL
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
23
AutoCAD SHX Text
24
AutoCAD SHX Text
32
AutoCAD SHX Text
8
AutoCAD SHX Text
28
AutoCAD SHX Text
P2
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STRIP
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8
AutoCAD SHX Text
7
AutoCAD SHX Text
5
AutoCAD SHX Text
11
AutoCAD SHX Text
9
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U
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C
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12
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17
AutoCAD SHX Text
15
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16
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14
AutoCAD SHX Text
22
AutoCAD SHX Text
24
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18
AutoCAD SHX Text
T
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DFS
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17
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23
AutoCAD SHX Text
18
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
STRIP
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P1
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2
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3
AutoCAD SHX Text
5
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6
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7
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37
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36
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1
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10
AutoCAD SHX Text
21
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22
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19
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20
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29
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1A
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F3
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31
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12VDC
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(BACKUP)
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BATTERY
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9
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-
AutoCAD SHX Text
+
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F1
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F2
AutoCAD SHX Text
1A
AutoCAD SHX Text
1A
AutoCAD SHX Text
(3)
AutoCAD SHX Text
(1)
AutoCAD SHX Text
MS2A
AutoCAD SHX Text
MS1A
AutoCAD SHX Text
26
AutoCAD SHX Text
25
AutoCAD SHX Text
MB2
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MB1
AutoCAD SHX Text
27
AutoCAD SHX Text
13
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MS2
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C
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11
AutoCAD SHX Text
12
AutoCAD SHX Text
MS1
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C
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A1
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FL
AutoCAD SHX Text
(3)
AutoCAD SHX Text
(1)
AutoCAD SHX Text
(5)
AutoCAD SHX Text
FS2
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FS1
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FS3
AutoCAD SHX Text
OL
AutoCAD SHX Text
(7)
AutoCAD SHX Text
9
AutoCAD SHX Text
PM
AutoCAD SHX Text
TB1
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FS4
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8
AutoCAD SHX Text
18
AutoCAD SHX Text
LAG
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LEAD
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OFF
AutoCAD SHX Text
(4)
AutoCAD SHX Text
(2)
AutoCAD SHX Text
(6)
AutoCAD SHX Text
27
AutoCAD SHX Text
TTS
AutoCAD SHX Text
ALARM
AutoCAD SHX Text
(8)
AutoCAD SHX Text
(4)
AutoCAD SHX Text
OL
AutoCAD SHX Text
14
AutoCAD SHX Text
A2
AutoCAD SHX Text
17
AutoCAD SHX Text
TTS
AutoCAD SHX Text
(2)
AutoCAD SHX Text
AL
AutoCAD SHX Text
A3
AutoCAD SHX Text
3
AutoCAD SHX Text
PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
NOTE 1 - MS1A AND MS2A ARE AUXILIARY RUN CONTACTS.
AutoCAD SHX Text
RED (LABEL "POS")
AutoCAD SHX Text
BLACK (LABEL "NEG")
AutoCAD SHX Text
10
AutoCAD SHX Text
ECB
AutoCAD SHX Text
PM-UTILITY
AutoCAD SHX Text
30
AutoCAD SHX Text
31
AutoCAD SHX Text
CONSTRUCTION STANDARDS AND DETAILS
AutoCAD SHX Text
SEACOAST UTILITY AUTHORITY
AutoCAD SHX Text
DATE APPROVED:
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
JUNE 26, 2019
AutoCAD SHX Text
Revision C-18
Lift Station Control Panel Deadfront LayoutLift Station Control Panel Dead Front Layout
65b
AutoCAD SHX Text
GFDR
AutoCAD SHX Text
TCU/ANTENNA CONNECTION
AutoCAD SHX Text
TCU
AutoCAD SHX Text
POLYPHASER
AutoCAD SHX Text
RF PIG TAIL
AutoCAD SHX Text
ANTENNA
AutoCAD SHX Text
TO
AutoCAD SHX Text
ANTENNA COAX
AutoCAD SHX Text
GND
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(NOT TO SCALE)
AutoCAD SHX Text
SUBPANEL LAYOUT
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
6"
AutoCAD SHX Text
TB1
AutoCAD SHX Text
PM
AutoCAD SHX Text
FB1
AutoCAD SHX Text
TTS
AutoCAD SHX Text
BATTERY
AutoCAD SHX Text
12VDC
AutoCAD SHX Text
TFS
AutoCAD SHX Text
CTRL.
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UNIT
AutoCAD SHX Text
TELE.
AutoCAD SHX Text
ALARM STRIP
AutoCAD SHX Text
DRB
AutoCAD SHX Text
OL
AutoCAD SHX Text
MS1
AutoCAD SHX Text
OL
AutoCAD SHX Text
GND
AutoCAD SHX Text
MB2
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MS2
AutoCAD SHX Text
MB1
AutoCAD SHX Text
NEUTRAL
AutoCAD SHX Text
CCB
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MECHANICALLY
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ECB
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INTERLOCKED
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MCB
AutoCAD SHX Text
C
AutoCAD SHX Text
U
AutoCAD SHX Text
T
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RESET
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OL
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RESET
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OL
AutoCAD SHX Text
MCB
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DRB
AutoCAD SHX Text
MB1
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CCB
AutoCAD SHX Text
MB2
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ECB
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INTERLOCKED
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MECHANICALLY
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GR
AutoCAD SHX Text
NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. TELEMETRY CONTROL UNIT SUPPLIED WITH PANEL. (ANTENNA SUPPLIED BY OTHERS) 2. MINIMUM ENCLOSURE 42x30x10. 3. LEAVE MINIMUM 6" SPACE AT BOTTOM OF ENCLOSURE. 4. U.L. LABEL, SERVICE ENTRANCE RATED. 5. CONTROL WIRE TO BE AWG 14 MINIMUM. 6. LAMINATED SCHEMATIC TO BE 11X17. 7. PROVIDE ADEQUATE SPACE FOR 12V DC BATTERY REPLACEMENT. 8. OUTER DOOR REMOVED TO SHOW DEAD FRONT LAYOUT. 9. NEMA TYPE 12M 316 S.S. ENCLOSURE WITH CONTINUOUS HINGE. 10. INCLUDES 3 PT. LATCH. (NOT SHOWN) AND DOOR STOPS ON OUTER DOOR AND DEAD FRONT. 11. ALL HARDWARE TYPE 316 S.S. 12. TYPICAL, ACTUAL LAYOUT MAY VARY WITH HORSEPOWER. 13. MOUNT RECEPTACLE IN GANG BOX TO PREVENT EXPOSURE OF LIVE CONDUCTORS AND CONTACTS. 14. 480/120 TRANSFORMER ONLY REQUIRED IN CONTROL PANELS WITH 480VAC SERVICE.
AutoCAD SHX Text
DRB
AutoCAD SHX Text
CCB
AutoCAD SHX Text
FB
AutoCAD SHX Text
FS
AutoCAD SHX Text
GR
AutoCAD SHX Text
MB
AutoCAD SHX Text
MCB
AutoCAD SHX Text
OL
AutoCAD SHX Text
MS
AutoCAD SHX Text
TCU
AutoCAD SHX Text
GFDR
AutoCAD SHX Text
TTS
AutoCAD SHX Text
TB
AutoCAD SHX Text
F
AutoCAD SHX Text
FL
AutoCAD SHX Text
AL
AutoCAD SHX Text
-MOTOR STARTER
AutoCAD SHX Text
-TELEMETRY CONTROL UNIT
AutoCAD SHX Text
-THERMAL TERMINAL STRIP
AutoCAD SHX Text
-OVERLOAD
AutoCAD SHX Text
-TERMINAL BLOCK
AutoCAD SHX Text
-GENERATOR RECEPTACLE
AutoCAD SHX Text
-DUPLEX RECEPTACLE BREAKER
AutoCAD SHX Text
-GROUND FAULT DUPLEX RECEPTACLE
AutoCAD SHX Text
-CONTROL CIRCUIT BREAKER
AutoCAD SHX Text
-MAIN CIRCUIT BREAKER
AutoCAD SHX Text
-FUSE
AutoCAD SHX Text
-FLASHER
AutoCAD SHX Text
-FUSE BLOCK
AutoCAD SHX Text
-MOTOR BREAKER
AutoCAD SHX Text
-FLOAT SWITCH
AutoCAD SHX Text
-ALARM LIGHT
AutoCAD SHX Text
ECB
AutoCAD SHX Text
-EMERGENCY CIRCUIT BREAKER
AutoCAD SHX Text
120
AutoCAD SHX Text
480
AutoCAD SHX Text
XFR
AutoCAD SHX Text
XFR
AutoCAD SHX Text
-TRANSFORMER(480V LIFTSTATION ONLY)
AutoCAD SHX Text
SEE NOTE 14
AutoCAD SHX Text
PDB
AutoCAD SHX Text
MIN
AutoCAD SHX Text
PDB
AutoCAD SHX Text
-POWER DISTRIBUTION BLOCK
AutoCAD SHX Text
CONSTRUCTION STANDARDS AND DETAILS
AutoCAD SHX Text
SEACOAST UTILITY AUTHORITY
AutoCAD SHX Text
DATE APPROVED:
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
JUNE 26, 2019
AutoCAD SHX Text
Revision C-16
Lift Station Control Panel Schematic - Duplex - 480V/3PH
65.1c
AutoCAD SHX Text
5
AutoCAD SHX Text
DRB
AutoCAD SHX Text
15A
AutoCAD SHX Text
FB1
AutoCAD SHX Text
1AMP
AutoCAD SHX Text
4A
AutoCAD SHX Text
GENERATOR
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RECEPTACLE
AutoCAD SHX Text
10A
AutoCAD SHX Text
CB
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
UNPROTECTED
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PROTECTED
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2
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
DFS
AutoCAD SHX Text
5
AutoCAD SHX Text
2
AutoCAD SHX Text
15A
AutoCAD SHX Text
CCB
AutoCAD SHX Text
GR
AutoCAD SHX Text
ECB
AutoCAD SHX Text
1
AutoCAD SHX Text
20A
AutoCAD SHX Text
PM
AutoCAD SHX Text
3O
AutoCAD SHX Text
60Hz
AutoCAD SHX Text
480V
AutoCAD SHX Text
MCB
AutoCAD SHX Text
C
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
PDB
AutoCAD SHX Text
120V NEUTRAL
AutoCAD SHX Text
SUPPRESSOR
AutoCAD SHX Text
120VAC SURGE
AutoCAD SHX Text
2
AutoCAD SHX Text
GFDR
AutoCAD SHX Text
FB2
AutoCAD SHX Text
10A
AutoCAD SHX Text
10A
AutoCAD SHX Text
1A
AutoCAD SHX Text
120V
AutoCAD SHX Text
480V
AutoCAD SHX Text
XFMR
AutoCAD SHX Text
2KVA
AutoCAD SHX Text
PUMP 2
AutoCAD SHX Text
3
AutoCAD SHX Text
MS1
AutoCAD SHX Text
MS2
AutoCAD SHX Text
MB2
AutoCAD SHX Text
MB1
AutoCAD SHX Text
OL
AutoCAD SHX Text
OL
AutoCAD SHX Text
PUMP 1
AutoCAD SHX Text
(ISOLATED)
AutoCAD SHX Text
PM UTILITY
AutoCAD SHX Text
CONSTRUCTION STANDARDS AND DETAILS
AutoCAD SHX Text
SEACOAST UTILITY AUTHORITY
AutoCAD SHX Text
DATE APPROVED:
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
JUNE 26, 2019
AutoCAD SHX Text
Revision C-18
Lift Station Control Panel Schematic - Duplex - 480V/3PH
65.2c
AutoCAD SHX Text
ANTENNA COAX
AutoCAD SHX Text
TERMINAL
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
STRIP
AutoCAD SHX Text
P2
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
31
AutoCAD SHX Text
25
AutoCAD SHX Text
24
AutoCAD SHX Text
23
AutoCAD SHX Text
22
AutoCAD SHX Text
21
AutoCAD SHX Text
TERMINAL
AutoCAD SHX Text
T
AutoCAD SHX Text
18
AutoCAD SHX Text
U
AutoCAD SHX Text
9
AutoCAD SHX Text
16
AutoCAD SHX Text
15
AutoCAD SHX Text
14
AutoCAD SHX Text
17
AutoCAD SHX Text
C
AutoCAD SHX Text
24
AutoCAD SHX Text
22
AutoCAD SHX Text
23
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
F3
AutoCAD SHX Text
1A
AutoCAD SHX Text
1A
AutoCAD SHX Text
F2
AutoCAD SHX Text
17
AutoCAD SHX Text
DFS
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
32
AutoCAD SHX Text
31
AutoCAD SHX Text
P1
AutoCAD SHX Text
STRIP
AutoCAD SHX Text
7
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
8
AutoCAD SHX Text
1A
AutoCAD SHX Text
F1
AutoCAD SHX Text
(4)
AutoCAD SHX Text
(2)
AutoCAD SHX Text
9
AutoCAD SHX Text
8
AutoCAD SHX Text
MS1A
AutoCAD SHX Text
27
AutoCAD SHX Text
MS2A
AutoCAD SHX Text
26
AutoCAD SHX Text
MB1
AutoCAD SHX Text
MB2
AutoCAD SHX Text
(3)
AutoCAD SHX Text
(1)
AutoCAD SHX Text
PM
AutoCAD SHX Text
FS1
AutoCAD SHX Text
FS2
AutoCAD SHX Text
28
AutoCAD SHX Text
OFF
AutoCAD SHX Text
LEAD
AutoCAD SHX Text
AL
AutoCAD SHX Text
(8)
AutoCAD SHX Text
(6)
AutoCAD SHX Text
R1
AutoCAD SHX Text
C
AutoCAD SHX Text
R2
AutoCAD SHX Text
C
AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
TB1
AutoCAD SHX Text
(7)
AutoCAD SHX Text
(5)
AutoCAD SHX Text
FS3
AutoCAD SHX Text
FS4
AutoCAD SHX Text
DPDT
AutoCAD SHX Text
DPDT
AutoCAD SHX Text
11
AutoCAD SHX Text
A1
AutoCAD SHX Text
(BACKUP)
AutoCAD SHX Text
FL
AutoCAD SHX Text
A2
AutoCAD SHX Text
12VDC
AutoCAD SHX Text
BATTERY
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
14
AutoCAD SHX Text
LAG
AutoCAD SHX Text
ALARM
AutoCAD SHX Text
28
AutoCAD SHX Text
POLYPHASER
AutoCAD SHX Text
RF PIG TAIL
AutoCAD SHX Text
TCU/ANTENNA CONNECTION
AutoCAD SHX Text
A3
AutoCAD SHX Text
3
AutoCAD SHX Text
C
AutoCAD SHX Text
INSTALLED BY OTHERS
AutoCAD SHX Text
SHIPPED AS PART
AutoCAD SHX Text
LA
AutoCAD SHX Text
SA
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
R2
AutoCAD SHX Text
1
AutoCAD SHX Text
R1
AutoCAD SHX Text
1
AutoCAD SHX Text
MS1
AutoCAD SHX Text
MS2
AutoCAD SHX Text
16
AutoCAD SHX Text
C
AutoCAD SHX Text
15
AutoCAD SHX Text
ANTENNA
AutoCAD SHX Text
TO
AutoCAD SHX Text
(2)
AutoCAD SHX Text
(4)
AutoCAD SHX Text
OL
AutoCAD SHX Text
30
AutoCAD SHX Text
OL
AutoCAD SHX Text
29
AutoCAD SHX Text
TTS
AutoCAD SHX Text
(3)
AutoCAD SHX Text
TTS
AutoCAD SHX Text
(1)
AutoCAD SHX Text
PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
AutoCAD SHX Text
TCU
AutoCAD SHX Text
TO
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
NOTE 1 - MS1A AND MS2A ARE AUXILIARY RUN CONTACTS.
AutoCAD SHX Text
RED (LABEL "POS")
AutoCAD SHX Text
BLACK (LABEL "NEG")
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
ECB
AutoCAD SHX Text
PM-UTILITY
AutoCAD SHX Text
29
AutoCAD SHX Text
30
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
CONSTRUCTION STANDARDS AND DETAILS
AutoCAD SHX Text
SEACOAST UTILITY AUTHORITY
AutoCAD SHX Text
DATE APPROVED:
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
JUNE 26, 2019
AutoCAD SHX Text
Revision C-18
Diaphragm Seal, Pressure Gauge and Transducer Installation Detail
65d
AutoCAD SHX Text
AIR RELEASE VALVE
AutoCAD SHX Text
2" RED VALVE SERIES 42 DIAPHRAGM SEAL 316 STAINLESS STEEL WITH BUNA-N SLEEVE AND ETHYLENE GLYCOL FILL
AutoCAD SHX Text
2" CURB STOP VALVE
AutoCAD SHX Text
1/4" BALL VALVE
AutoCAD SHX Text
0-100 PSI GAUGE
AutoCAD SHX Text
2"TO DISCHARGE PIPING
AutoCAD SHX Text
0-100 PSI PRESSURE TRANSDUCER (SEE NOTE #6))
AutoCAD SHX Text
SHUNT ANALOG - ANALOG 1 + ANALOG 2 + TGND GND RXD_232 TXD_232 ISO+24V ISOGND
AutoCAD SHX Text
24 23 22 21 20 19 18 17 16 15
AutoCAD SHX Text
CONNECTOR P2
AutoCAD SHX Text
TCU
AutoCAD SHX Text
X X X
AutoCAD SHX Text
LINE 1 LINE 2 SHIELD (GND)
AutoCAD SHX Text
1A FAST ACTING
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+ - GROUND
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TRANSDUCER
AutoCAD SHX Text
NOTES: 1. 4-20mA INTERFACE SHOWN. REMOVE JUMPER FROM P2-24 TO P2-23 FOR 0-5V INTERFACE. 4-20mA INTERFACE SHOWN. REMOVE JUMPER FROM P2-24 TO P2-23 FOR 0-5V INTERFACE. 2. SURGE ARRESTOR RECOMMENDED. SURGE ARRESTOR RECOMMENDED. 3. ANALOG IS BOUNDED INTERNALLY TO ISOGND. ANALOG IS BOUNDED INTERNALLY TO ISOGND. 4. THE ANALOG SHIELD WIRE MUST ONLY BE GROUNDED AT ONE END. THE ANALOG SHIELD WIRE MUST ONLY BE GROUNDED AT ONE END. 5. INSTALL AS DIRECTED BY SUA. INSTALL AS DIRECTED BY SUA. 6. WIKA PARTS NUMBER 50238388 GETS THE FOLLOWING ATTRIBUTES: WIKA PARTS NUMBER 50238388 GETS THE FOLLOWING ATTRIBUTES: MODEL S-10 PRESSURE TRANSMITTER 0-100 PSIG RANGE 4-20 mA OUTPUT 1/2" NPT CONDUIT MALE, WITH CABLE OUTLET
AutoCAD SHX Text
NOTE 1.
AutoCAD SHX Text
NOTE 2.
AutoCAD SHX Text
316 SS SCHEDULE 40 THREADED TUBING & FITTINGS
AutoCAD SHX Text
1/2" Female x 1/4" male Brass Reducer
AutoCAD SHX Text
CONSTRUCTION STANDARDS AND DETAILS
AutoCAD SHX Text
SEACOAST UTILITY AUTHORITY
AutoCAD SHX Text
DATE APPROVED:
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
JUNE 26, 2019
AutoCAD SHX Text
Revision C-19
Lift Station Control Panel Material List
66
AutoCAD SHX Text
SQUARE D
AutoCAD SHX Text
MOTOR BREAKER
AutoCAD SHX Text
MB
AutoCAD SHX Text
TELEMETRY CONTROL UNIT
AutoCAD SHX Text
TERMINAL BOARD
AutoCAD SHX Text
SURGE ARRESTOR
AutoCAD SHX Text
PHASE MONITOR
AutoCAD SHX Text
MOTOR STARTER
AutoCAD SHX Text
TCU
AutoCAD SHX Text
TB
AutoCAD SHX Text
SA
AutoCAD SHX Text
PM
AutoCAD SHX Text
M
AutoCAD SHX Text
OL
AutoCAD SHX Text
MCB
AutoCAD SHX Text
OVERLOADS
AutoCAD SHX Text
MAIN BREAKER
AutoCAD SHX Text
DATA FLOW SYSTEMS
AutoCAD SHX Text
MARATHON
AutoCAD SHX Text
SQUARE D
AutoCAD SHX Text
DIVERSIFIED
AutoCAD SHX Text
SQUARE D
AutoCAD SHX Text
SQUARE D
AutoCAD SHX Text
SQUARE D
AutoCAD SHX Text
GENERATOR RECEPTACLE 200 AMP
AutoCAD SHX Text
LIGHTNING ARRESTOR
AutoCAD SHX Text
GENERATOR RECEPTACLE 100 AMP
AutoCAD SHX Text
EMERGENCY BREAKER
AutoCAD SHX Text
RECEPTACLE BREAKER
AutoCAD SHX Text
DUPLEX RECEPTACLE (GFI)
AutoCAD SHX Text
CONTROL TRANSFORMER
AutoCAD SHX Text
CONTROL BREAKER
AutoCAD SHX Text
NOMENCLATURE
AutoCAD SHX Text
F1 - F3
AutoCAD SHX Text
FB 2
AutoCAD SHX Text
FB 1
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
GR 2
AutoCAD SHX Text
FB 2
AutoCAD SHX Text
FS
AutoCAD SHX Text
LA
AutoCAD SHX Text
GR 1
AutoCAD SHX Text
ECB
AutoCAD SHX Text
DRB
AutoCAD SHX Text
DR
AutoCAD SHX Text
CT1
AutoCAD SHX Text
CCB
AutoCAD SHX Text
AL
AutoCAD SHX Text
FLOAT SWITCH
AutoCAD SHX Text
480/120V
AutoCAD SHX Text
ALARM LIGHT
AutoCAD SHX Text
FUSE
AutoCAD SHX Text
FUSE
AutoCAD SHX Text
FUSE X2
AutoCAD SHX Text
FUSE X3
AutoCAD SHX Text
APPLETON
AutoCAD SHX Text
BUSSMAN-MDL
AutoCAD SHX Text
ANCHOR SCIENTIFIC
AutoCAD SHX Text
BUSSMAN-KTK
AutoCAD SHX Text
BUSSMAN-KTK
AutoCAD SHX Text
BUSSMAN-KTK
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OR HEAVY DUTY
AutoCAD SHX Text
SQUARD D
AutoCAD SHX Text
DELTA
AutoCAD SHX Text
APPLETON
AutoCAD SHX Text
SQUARE D
AutoCAD SHX Text
SQUARE D
AutoCAD SHX Text
HUBBELL
AutoCAD SHX Text
SQUARE D
AutoCAD SHX Text
FEDERAL SIGNAL
AutoCAD SHX Text
MANUFACTURER
AutoCAD SHX Text
THERMAL MAGNETIC MOLDED CASE WITH AUX CONTACT
AutoCAD SHX Text
MELTING ALLOY WITH SO-4 AUX CONTACT
AutoCAD SHX Text
THERMAL MAGNETIC MOLDED CASE
AutoCAD SHX Text
200 SERIES
AutoCAD SHX Text
SDSA3650
AutoCAD SHX Text
SLA-XXX-ALE
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8536 SERIES
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AR20034RS
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1 AMP WITH 250V FUSE BLOCK
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ROTO-FLOAT
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20 AMP WITH 250V FUSE BLOCK
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10 AMP WITH 600V FUSE BLOCKS
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1 AMP WITH 600V FUSE BLOCKS
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LA303 (250V) OR LA603 (480V)
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THERMAL MAGNETIC MOLDED CASE
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ADR1034RS W/SPRING DOOR
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PART NUMBER
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FAL 12015
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GFTR15SNAPWNA
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2000 VA
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FAL 12###
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LP3P-120R
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PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
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GROUND LUG-2 CONDUCTOR
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GL
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THOMAS & BETTS
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ADR 21-21
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GROUND LUG-SINGLE CONDUCTOR
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GL
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THOMAS & BETTS
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ADR 21
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TCV SNAP-IN KIT
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TCV
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DATA FLOW SYSTEMS
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DFS-00392-008-09
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POLYPHASER
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PP
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DATA FLOW SYSTEMS
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DFS-00392-008-01
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(X)
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(X)
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(X)
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(X)
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(X)
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(X)
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(X)
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(X)
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(X)
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(X)
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(X)
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(X)
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(X)
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(X)
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RC SNUBBER
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RC
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DATA FLOW SYSTEMS
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DFS-007-C084
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ANGLE ADAPTER
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GR1A
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APPLETON
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AJA100
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(X)
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ANGLE ADAPTER
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GR2A
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APPLETON
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AJA200
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(X)
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NOTE: EQUIVALENT MAY BE USED EXCEPT WHERE MARKED BY (X)
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-15
Telemetry Antenna General Requirements
67
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. ANTENNA HEIGHT SHALL CONFORM TO F.C.C. AND TELEMETRY MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. ANTENNA HEIGHT SHALL CONFORM TO F.C.C. AND TELEMETRY MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. 2. TELEMETRY ANTENNA AND RELATED EQUIPMENT AS MANUFACTURED BY DATA FLOW SYSTEMS, INC. SHALL BE COMPATIBLE TELEMETRY ANTENNA AND RELATED EQUIPMENT AS MANUFACTURED BY DATA FLOW SYSTEMS, INC. SHALL BE COMPATIBLE WITH EXISTING SUA TELEMETRY SYSTEM. 3. GROUND WIRE SHALL BE CONTINOUS FROM FIRST GROUND ROD TO SERVICE DISCONNECT, TO CONTROL PANEL, TO GROUND WIRE SHALL BE CONTINOUS FROM FIRST GROUND ROD TO SERVICE DISCONNECT, TO CONTROL PANEL, TO ANTENNA BASE, TO SECOND GROUND ROD 6' TO 8' FROM FIRST GROUND ROD. 4. ANTENNA SHALL BE INSTALLED TO WITHSTAND 150 MPH WINDS.ANTENNA SHALL BE INSTALLED TO WITHSTAND 150 MPH WINDS.
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1" UV RESISTANT P.V.C. CONDUIT
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TO CONTROL PANEL
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CONCRETE
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12"
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YAGI ANTENNA
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ANTENNA, CONTROL PANEL AND GROUNDING RODS
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GROUND WIRE SHALL BE CONTINOUS BETWEEN
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CABLE GLAND TO BE A MINIMUM OF 3" BELOW THE BOTTOM OF THE CONTROL PANEL
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ROLL COAXIAL CABLE INTO AN APROXIMATE 9" (1) DIAMETER LOOP AT TOP OF MAST
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48"
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24"
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6" PVC CONDUIT
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ROLL COAXIAL CABLE INTO AN APROXIMATE 9" (2) DIAMETER LOOPS
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision D-18
Typical Lift Station Site Plan
68
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COORDINATE THE SPECIFIC SITE PLAN REQUIREMENTS WITH SUA
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THIS DRAWING DEPICTS A GENERAL SITE PLAN ONLY. THE ENGINEER OF RECORD SHALL
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STANDARD FDOT "NO PARKING"
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SIGN ATTACHED TO 6' GATES
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1'-0"
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ENTRANCE ROAD PER
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ASPHALT/CONCRETE
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CONCRETE
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25' - 0"
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25' - 0"
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. COLLECTOR MANHOLE SHALL NOT BE PLACED IN TRAVEL LANE OR AREAS THAT WOULD LIMIT ACCESS. COLLECTOR MANHOLE SHALL NOT BE PLACED IN TRAVEL LANE OR AREAS THAT WOULD LIMIT ACCESS. 2. GROUND COVER WITHIN FENCED AREA SHALL BE 6" THICK CONCRETE (4000psi) WITH A 12" x 12" FOOTER AND 6" x 6" GROUND COVER WITHIN FENCED AREA SHALL BE 6" THICK CONCRETE (4000psi) WITH A 12" x 12" FOOTER AND 6" x 6" WIRE MESH AND BE SLOPED IN SUCH A WAY TO PROMOTE RUNOFF AND PREVENT PUDDLING. FIBER CONCRETE SHALL NOT BE ALLOWED AS AN ALTERNATIVE TO WIRE MESH. 3. LANDSCAPING SHALL BE A MINIMUM OF 2' FROM FENCE. TREE, TREE PLACEMENT AND LANDSCAPING SHALL CONFORM TO LANDSCAPING SHALL BE A MINIMUM OF 2' FROM FENCE. TREE, TREE PLACEMENT AND LANDSCAPING SHALL CONFORM TO SUA SET BACK REQUIREMENTS AND BE APPROVED BY SUA. 4. FENCE SHALL BE INSTALLED PER DETAIL 17.FENCE SHALL BE INSTALLED PER DETAIL 17.
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12" x 12" FOOTER
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1" WATER SERVICE WITH BACKFLOW PREVENTOR, SEE "LIFT STATION BACKFLOW PREVENTOR ASSEMBLY" DETAIL
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SEPERATE CONCRETE POUR
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FDOT SPECIFICATIONS
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BOX HINGE ONLY FOR EACH 6' GATE
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ISOLATION PANEL
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SERVICE DISCONNECT
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F&L METER
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CONTROL PANEL
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30" MIN
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TELEMENTRY ANTENNA
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-19
Wet Well Section Retainer StrapWet Well Section Retainer Strap
69
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30.00"
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2.00"
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2.00"
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3.00"
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(TYP)(4 PLACES)
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3/4" DIA. HOLE
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1/2" THICK STEEL PLATE
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2.00"
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1.00"
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2.00"
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PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Wet Well Installation (Caisson Construction)Wet Well Installation (Caisson Construction)
70
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6 REQ'D. PER JOINT
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. CONCRETE USED FOR TREMIE SEAL AND SECONDARY POUR MUST BE 4000 P.S.I. AT 28 DAYS WITH TYPE II PORTLAND CONCRETE USED FOR TREMIE SEAL AND SECONDARY POUR MUST BE 4000 P.S.I. AT 28 DAYS WITH TYPE II PORTLAND CEMENT. 2. MINIMUM OF FOUR 2" x 6" RING KEYWAYS REQUIRED WITH TOP KEYWAY CENTERED IN THE SECONDARY CONCRETE POUR. MINIMUM OF FOUR 2" x 6" RING KEYWAYS REQUIRED WITH TOP KEYWAY CENTERED IN THE SECONDARY CONCRETE POUR. 3. TREMIE SEAL REQUIRED TO BE A MINIMUM OF 36" THICK AND SECONDARY CONCRETE POUR 16" THICK. TREMIE SEAL REQUIRED TO BE A MINIMUM OF 36" THICK AND SECONDARY CONCRETE POUR 16" THICK. 4. TREMIE SEAL TO CURE 48 HOURS PRIOR TO PUMPING OFF WATER TO PREPARE FOR SECONDARY CONCRETE POUR. TREMIE SEAL TO CURE 48 HOURS PRIOR TO PUMPING OFF WATER TO PREPARE FOR SECONDARY CONCRETE POUR. 5. E.O.R. SHALL SUBMIT SIGNED AND SEALED BUOYANCY CALCULATIONS TO SUA FOR REVIEW AND APPROVAL. E.O.R. SHALL SUBMIT SIGNED AND SEALED BUOYANCY CALCULATIONS TO SUA FOR REVIEW AND APPROVAL. 6. WEIGHT OF TOP SLAB, SECONDARY CONCRETE POUR, PUMPS AND EXTERIOR SKIN FRICTION SHALL NOT BE INCLUDED IN WEIGHT OF TOP SLAB, SECONDARY CONCRETE POUR, PUMPS AND EXTERIOR SKIN FRICTION SHALL NOT BE INCLUDED IN BUOYANCY CALCULATIONS. GROUNDWATER SHALL BE CONSIDERED AT GROUND LEVEL FOR BUOYANCY CALCULATIONS UNLESS SPECIAL CONSIDERATIONS APPLY (ON COASTAL RIDGE, ETC.).
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INVERT EL. =
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EL. =
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EL. =
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4000 P.S.I.
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CONCRETE
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EL. =
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8"
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8"
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3 - 2" x 6" RING KEYWAYS
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REQUIRED IN TREMIE SEAL
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(TYPICAL)
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SECONDARY POUR
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TREMIE
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SEAL
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26"
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ALL MOUNTING HARDWARE
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TO BE STAINLESS STEEL
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14" FOR CIRCUMFERENCE
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1 - 2" x 6" RING
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KEYWAY CENTERED IN
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SECONDARY POUR
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#4 REBAR AT 12" O.C.
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(SEE "WETWELL SECTION
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RETAINER STRAP" DETAIL)
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OF SECTION
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EACH WAY
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EL. =
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PRECAST CONCRETE
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WETWELL AND TOP
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(PROVIDE SHOP DWG.)
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TO BE CORE DRILLED AFTER
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STRUCTURE IS IN PLACE
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RETAINER STRAP (TYP.)
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MINIMUM REINFORCEMENT
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PER A.S.T.M. C-478
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8" MINIMUM
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EL. =
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
Low Pressure Sewer ServiceLow Pressure Sewer Service
71
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CONTINUOUS
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TRACER WIRE
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8"
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%%uDOUBLE SERVICE
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%%uSINGLE SERVICE
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CONTINUOUS
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TRACER WIRE
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PROPERTY LINE
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SCH 40 PVC WYE
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1 " PACK JOINT BALL VALVE 14" PACK JOINT BALL VALVE CURB STOP FORD MODEL B77-555
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. SERVICE PIPE FITTINGS AND VALVES FOR SIMPLEX STATION SHALL BE 1 " AND FOR DUPLEX STATION SHALL BE 1 " SERVICE PIPE FITTINGS AND VALVES FOR SIMPLEX STATION SHALL BE 1 " AND FOR DUPLEX STATION SHALL BE 1 " 14" AND FOR DUPLEX STATION SHALL BE 1 " 12" SCHEDULE 80 GRAY BELL JOINT PVC, 400 PSI (CHARLOTTE PIPE). NO SLIP X SLIP COUPLINGS ALLOWED. 2. SERVICE FITTINGS SHALL BE SPEARS MANUFACTURING COMPANY OR EQUAL, SCHEDULE 40 PVC. NO DWV FITTINGS, SERVICE FITTINGS SHALL BE SPEARS MANUFACTURING COMPANY OR EQUAL, SCHEDULE 40 PVC. NO DWV FITTINGS, SCHEDULE 40 MALE ADAPTERS, SLIP COUPLINGS, SLIP BUSHINGS, OR SCHEDULE 80 PVC FITTINGS ARE ALLOWED. 3. VALVE BOXES REQUIRED FOR BALL VALVE AT TEE NEXT TO MAIN ON SHORT SIDE SERVICES UNLESS SPECIFICALLY VALVE BOXES REQUIRED FOR BALL VALVE AT TEE NEXT TO MAIN ON SHORT SIDE SERVICES UNLESS SPECIFICALLY INDICATED AND NOTED ON THE PLANS. 4. TRACER WIRE TO BE #6 AWG, STRANDED COPPER, TYPE THHN WITH GREEN INSULATION. USE 11" CABLE TIES TO TRACER WIRE TO BE #6 AWG, STRANDED COPPER, TYPE THHN WITH GREEN INSULATION. USE 11" CABLE TIES TO CONNECT TO PVC PIPE AND FITTINGS. TRACER WIRE SHALL WRAP AROUND AND TERMINATE INSIDE CLEAN OUT BOX WITH ENOUGH SLACK TO EXTEND 2-3' ABOVE GRADE. 5. PVC PRIMER AND CEMENT SHALL BE OATEY MEDIUM-BODIED. PVC PRIMER AND CEMENT SHALL BE OATEY MEDIUM-BODIED. 6. CURB STOPS SHALL BE FULL PORT BALL VALVES WITH PACK JOINT FOR PVC PIPE BOTH ENDS, FORD METER BOX CURB STOPS SHALL BE FULL PORT BALL VALVES WITH PACK JOINT FOR PVC PIPE BOTH ENDS, FORD METER BOX COMPANY MODEL B77-555. 7. SHORT SIDE SINGLE SERVICE MAY REQUIRE ONLY ONE BALL VALVE. LONG SIDE SINGLE SERVICE REQUIRES TWO BALL SHORT SIDE SINGLE SERVICE MAY REQUIRE ONLY ONE BALL VALVE. LONG SIDE SINGLE SERVICE REQUIRES TWO BALL VALVES. 8. ZIP TIE TRACER WIRE TO PIPE EVERY 5'.ZIP TIE TRACER WIRE TO PIPE EVERY 5'.
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PACK JOINT BALL VALVE CURB STOP FORD MODEL B77-555 (SUA POINT OF SERVICE)
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CLEAN-OUT
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(TYPICAL)
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14"
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CARSON PLASTIC BOX BOX #MSBCF1324-12XL WITH DUCTILE IRON LID #MSCBC1324
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SCH. 40 CAP
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CLEAN-OUT
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(TYPICAL)
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6"
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6"
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CARSON PLASTIC BOX BOX #MSBCF1118-12XL WITH DUCTILE IRON LID #MSCBC 1118
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RUSSCO VB2607S VALVE BOX WITH COVER MARKED "SEWER" (TYPICAL)
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DRYCONN DIRECT BURY LUG #90120 (TYP)
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1 " SCH. 40 WYE12" SCH. 40 WYE
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SEWER EMS
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SEWER EMS
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MAIN
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MAIN
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WITH 45 STREET ELL
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-18
Low Pressure Sewer Service InstallationLow Pressure Sewer Service Installation
72
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(Soc x Soc x Soc)
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SCHEDULE 80 GRAY
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WITH 45 STREET ELL
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45° STREET ELL
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SCH. 40 PVC
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CASING WITH GROUT
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SEAL BOTH ENDS OF
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10'
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BELL JOINT PVC
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SEE NOTE NO. 14
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PAVEMENT
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10'
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14"
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24"
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12"
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EDGE OF PAVEMENT
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SQUARE HEAD THREADED BRASS PLUG
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. CASINGS SHALL BE REQUIRED FOR ALL LONG SIDE SERVICES. CASINGS SHALL BE REQUIRED FOR ALL LONG SIDE SERVICES. 2. SUCCESSIVE SERVICE LINES OFF THE LOW PRESSURE FORCE MAIN SHALL BE SPACED A MINIMUM OF 18" APART. SUCCESSIVE SERVICE LINES OFF THE LOW PRESSURE FORCE MAIN SHALL BE SPACED A MINIMUM OF 18" APART. 3. WHERE NO SIDEWALK EXISTS, VALVE BOXES SHALL BE SET TO CONFORM TO FINISH GRADE. WHERE NO SIDEWALK EXISTS, VALVE BOXES SHALL BE SET TO CONFORM TO FINISH GRADE. 4. SERVICE PIPE SHALL BE SCHEDULE 80 GRAY BELL JOINT PVC, 400 PSI (CHARLOTTE PIPE). NO SLIP X SLIP COUPLINGS ALLOWED. SERVICE PIPE SHALL BE SCHEDULE 80 GRAY BELL JOINT PVC, 400 PSI (CHARLOTTE PIPE). NO SLIP X SLIP COUPLINGS ALLOWED. 5. SERVICE FITTINGS SHALL BE SPEARS MANUFACTURING COMPANY ONLY, SCHEDULE 40 PVC. NO DWV FITTINGS, SCHEDULE 40 MALE SERVICE FITTINGS SHALL BE SPEARS MANUFACTURING COMPANY ONLY, SCHEDULE 40 PVC. NO DWV FITTINGS, SCHEDULE 40 MALE ADAPTERS, SLIP COUPLINGS, SLIP BUSHINGS, OR SCHEDULE 80 PVC FITTINGS ARE ALLOWED. 6. VALVE BOXES NOT REQUIRED FOR BALL VALVE AT TEE NEXT TO MAIN ON LONG SIDE SERVICES UNLESS SPECIFICALLY INDICATED AND VALVE BOXES NOT REQUIRED FOR BALL VALVE AT TEE NEXT TO MAIN ON LONG SIDE SERVICES UNLESS SPECIFICALLY INDICATED AND NOTED ON THE PLANS. 7. CONTRACTOR SHALL UTILIZE FULL LENGTHS OF BELL JOINT PIPE WHENEVER POSSIBLE UNDER ROAD CROSSINGS. CONTRACTOR SHALL UTILIZE FULL LENGTHS OF BELL JOINT PIPE WHENEVER POSSIBLE UNDER ROAD CROSSINGS. 8. PLUGS SHALL BE SCHEDULE 40 RED BRASS, SOLID TYPE WITH SQUARE HEAD. PLUGS SHALL BE SCHEDULE 40 RED BRASS, SOLID TYPE WITH SQUARE HEAD. 9. TRACER WIRE TO BE #6 AWG, STRANDED COPPER, TYPE THHN WITH GREEN INSULATION. USE 11" CABLE TIES TO CONNECT TO PVC PIPE TRACER WIRE TO BE #6 AWG, STRANDED COPPER, TYPE THHN WITH GREEN INSULATION. USE 11" CABLE TIES TO CONNECT TO PVC PIPE AND FITTINGS. TRACER WIRE SHALL WRAP AROUND AND TERMINATE INSIDE CLEANOUT BOX WITH ENOUGH SLACK TO EXTEND 2-3' ABOVE GRADE. 10. PVC PRIMER AND CEMENT SHALL BE OATEY MEDIUM BODIED. PVC PRIMER AND CEMENT SHALL BE OATEY MEDIUM BODIED. 11. THREAD SEALING COMPOUND - PTFE PASTE SHALL BE LA-CO SLIC-TITE OR HERCULES REAL-TUFF. THREAD SEALING COMPOUND - PTFE PASTE SHALL BE LA-CO SLIC-TITE OR HERCULES REAL-TUFF. 12. CURB STOPS SHALL BE FULL PORT BALL VALVES WITH PACK JOINT FOR PVC PIPE BOTH ENDS, FORD METER BOX COMPANY MODEL CURB STOPS SHALL BE FULL PORT BALL VALVES WITH PACK JOINT FOR PVC PIPE BOTH ENDS, FORD METER BOX COMPANY MODEL B77-555. 13. SERVICE CASING SHALL NOT BE INSTALLED BY WATER JETTING UNDER ROADWAY. SERVICE CASING SHALL NOT BE INSTALLED BY WATER JETTING UNDER ROADWAY. 14. GALVANIZED CASING REQUIRED FOR ANY INSTALLATION REQUIRING A JACK AND BORE, SCHEDULE 40 PVC MAY BE USED FOR AN OPEN GALVANIZED CASING REQUIRED FOR ANY INSTALLATION REQUIRING A JACK AND BORE, SCHEDULE 40 PVC MAY BE USED FOR AN OPEN CUT INSTALLATION WITH THE APPROVAL OF SUA, CASING SHOULD EXTEND TEN (10) FEET BEYOND EDGE OF PAVEMENT AND SIZED AS FOLLOWS: A.) 2" MAIN USE 4" CASING B.) 3" MAIN USE 6" CASING 15. ALL OTHER UTILITIES SHALL BE LOCATED 4' MINIMUM CLEAR OF ALL LOW PRESSURE MAINS AND SERVICES. ALL OTHER UTILITIES SHALL BE LOCATED 4' MINIMUM CLEAR OF ALL LOW PRESSURE MAINS AND SERVICES. 16. ZIP TIE TRACER WIRE TP PIPE EVERY 5'.ZIP TIE TRACER WIRE TP PIPE EVERY 5'.
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CARSON PLASTIC BOX #MSBCF1118-12XL WITH FLUSH SOLID DUCTILE IRON LID #MSCBC1118
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6"
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PROPERTY LINE
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6" (TYP.)
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WYE
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RUSSCO VB2607S VALVE BOX WITH COVER MARKED "SEWER" (TYPICAL)
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SCH 40 PVC S.S. REINFORCED FEMALE ADAPTER (Soc X SR Fipt)
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3" MIN CASING DIA.
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SEWER EMS
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SCH 40 PVC WYE
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-18
In-Line Cleanout Port and Main Line Valve
Terminal Cleanout Port and Main Line Valve
Low Pressure Sewer Cleanout Port with Valve
73
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SCH. 80 PVC (6" LONG)
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IN GRASS AREA
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FINISHED GRADE
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CONTINUOUS
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TRACER WIRE
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FORD MODEL B77
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VALVE CURB STOP
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PACK JOINT BALL
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BELL JOINT PVC PIPE
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SCHEDULE 80 GRAY
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SCH. 40 PVC S.S. REINFORCED FEMALE ADAPTER (Soc X SR Fipt)
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SCH. 40 PVC WYE
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. MAINLINE VALVES SHALL BE FULL PORT BALL VALVES WITH PACK JOINT FOR PVC PIPE BOTH ENDS, FORD METER BOX B77 2. PIPE AND FITTING SIZE WILL BE DETERMINED BY PROJECT FLOW CALCULATIONS. 3. DEPTH SHALL BE 24" UNLESS OTHERWISE REQUIRED BY ROAD PERMITTING ANGENCY. 4. ZIP TRACER WIRE TO PIPE EVERY 10'.
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FLOW
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BRASS PLUG
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THREADED
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2" SQ. HEAD
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2" SCH. 40 PVC S.S. REINFORCED FEMALE ADAPTER (Soc X SR Fipt)
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SCH. 40 PVC 45° STREET ELL
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SCH. 80 PVC (6" LONG)
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CDR TIER 15 COVER MARKED "SEWER" MODEL #C12132402A
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1/2" X 8' SOLID COPPER GROUNDING ROD
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BRASS PLUG
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THREADED
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2" SQ. HEAD
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2" SCH. 40 PVC S.S. REINFORCED FEMALE ADAPTER (Soc X SR Fipt)
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BOX - 13" X24" CDR TIER 15 MODEL A12-1324 18 88
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IN GRASS AREA
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FINISHED GRADE
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CONTINUOUS
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TRACER WIRE
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BELL JOINT PVC PIPE
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SCHEDULE 80 GRAY
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FLOW
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CDR TIER 15 COVER MARKED "SEWER" MODEL #C12132402A
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BOX - 13" X24" CDR TIER 15 MODEL A12-1324 18 88
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FORD MODEL B77
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VALVE CURB STOP
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PACK JOINT BALL
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8"
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CONCRETE COLLAR
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8"
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CONCRETE COLLAR
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INSTALL MIN. 4 INCH OF NO57 WASHED STONE BELOW AND AROUND PIPE PENETRATIONS
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(10" MIN. DEPTH)
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GRANULAR MATERIAL
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-19
Low Pressure Force Main into Manhole Connection
74
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FINISH GRADE
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TYPICAL PRECAST MANHOLE
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CONFORMING TO SUA SPECIFICATIONS
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. NO INSIDE DROP IS PERMITTED IN A MANHOLE WITH MORE THAN TWO INVERTS. 2. INTERIOR OF MANHOLE SHALL BE COATED IN ACCORDANCE WITH THE AUTHORITY'S MINIMUM CONSTRUCTION STANDARDS AND SPECIFICATIONS.
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FILL AREA WITH MORTAR AND SMOOTH TO EXISTING FILLET MATERIAL
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CORE DRILL EXISTING MANHOLE AND GROUT COUPLING IN WITH NON-SHRINKING GROUT
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1" WIDE x 1/8" THICK STAINLESS STEEL STRAP ANCHORED TO MANHOLE
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___" SCH 40 PLUG (DO NOT GLUE)
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___" SCH 40 PVC TEE (SOLVENT WELD)
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___" SCH 40 PVC 45° BEND (SOLVENT WELD)
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-15
DWELLING UNIT
GARAGE
PLAN VIEW
GARAGEAREA
SIDE VIEW
Low Pressure Sewer Grinder Pump and Control Panel Layout - Residential
75
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SCH 40 PVC FORCE MAIN (MAY ANGLE ACROSS PROPERTY WITH 45° BEND AFTER BALL VALVE TO REACH SERVICE POINT)
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5' (MAX.)
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WET-WELL AND PUMP
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CONTROL PANEL
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4" CLEANOUT
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4" SCH 40 PVC SERVICE
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LOW PRESSURE FORCE MAIN
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FORD BALL VALVE (SUA POINT OF CONNECTION)
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R/W LINE
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12' U.E. (TYPICAL)
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PROPERTY LINE
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NOTE: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. ROOF AND DOWN SPOUTS TO DRAIN AWAY FROM LIFT STATION. 2. ELEVATION OF TOP OF LIFT STATION TO BE NO MORE THAN 0.25 FEET LOWER THAN FINISHED FLOOR.
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CONTROL PANEL MOUNTED ON HOUSE
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HOSE BIBB WITH APPROVED BACKFLOW DEVICE
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POWER FROM HOUSE
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1 - 1" SCH 80 PVC ELE. TO PANEL
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1 - 2" SCH 80 PVC ELE.
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HDPE OR CONCRETE WETWELL
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TYPICAL WATER METER WITH SUA APPROVED BACKFLOW DEVICE
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CLEANOUT
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BALL VALVE EXTERIOR OF VALVE BOX
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-19
BLANK SPACE FOR FUTURE SUA DETAIL
FUTURE DETAIL
76
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-18
BLANK SPACE FOR FUTURE SUA DETAIL
FUTURE DETAIL
77
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-18
BLANK SPACE FOR FUTURE SUA DETAIL
FUTURE DETAIL
78
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-18
BLANK SPACE FOR FUTURE SUA DETAIL
FUTURE DETAIL
79
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-18
Reclaimed Metering Facility Section
80
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. ALL FLANGED PIPE AND FITTINGS SHALL BE CLASS 53 DUCTILE IRON CEMENT LINED. 2. MECHANICAL JOINT FITTINGS SHALL BE REQUIRED UNDERGROUND AND FLANGED FITTINGS FOR ABOVE GROUND USE, NO UNIFLANGES PERMITTED. 3. PAINT THE ABOVE GROUND ASSEMBLY, INCLUDING ENTIRE LENGTH OF TIE RODS, IN ACCORDANCE WITH SUA CONSTRUCTION STANDARD SECTION V, ITEM 1, AFTER MANUFACTURERS RECOMMENDED SURFACE PREP IS COMPLETED. DO NOT PAINT OVER NAME/SERIAL PLATE, STAINLESS STEEL, BRASS FITTINGS, CAL VAL OR FLOW METER. 4. SUPPORT PIERS OR PIPE JACKS AS APPROVED BY SUA, EXACT LOCATION TO BE DETERMINED IN THE FIELD BY SUA AND THE ENGINEER OF RECORD. SUPPORTS SHALL BE STAINLESS STEEL. 5. SPOOL PIECES SHALL BE A MINIMUM IN LENGTH OF 5 TIMES THE DIAMETER OF THE PIPE UPSTREAM OF THE METER AND A MINIMUM IN LENGTH OF 3 TIMES THE DIAMETER OF THE PIPE DOWNSTREAM OF THE METER. IF THE METER MANUFACTURERS CRITERIA EXCEEDS THESE MINIMUM LENGTHS, THAT CRITERIA SHALL GOVERN. 6. ENGINEER OF RECORD TO FOLLOW DESIGN CRITERIA TO ENSURE THAT THE RECLAIMED WATER DELIVERY SYSTEM REMAINS FULL OF LIQUID AT ALL TIMES. VACUUM BREAKER OR SIPHON BREAKER MAY BE REQUIRED AT POND DISCHARGE. 7. TWO OF THE FOLLOWING FORMS OF RESTRAINT SHALL BE USED WHEN PIPE IS GREATER THAN 12". A) APPROVED MECHANICAL JOINT RESTRAINT (i.e. MEGALUG) B) TIE RODS AND NUTS EQUAL IN DIA. TO TEE BOLTS AND NUTS, COATED WITH KOP-COAT 300-M OR APPROVED EQUAL. 8. MOUNT PRESSURE TRANSMITTER TO FLANGE OR PROVIDE 3" ALUMINUM POST WITH 6" X 6" BASE. BASE SHALL BE ANCHORED TO SLAB WITH STAINLESS STEEL WEDGE ANCHORS. PRESSURE TRANSMITTER TO BE ROSEMOUNT MODEL 3051.
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MESH (3000 PSI)
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WITH 6 x 6 WIRE
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4" THICK CONCRETE
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BE REQUIRED ON ALL FLANGES
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FULL FACED NEOPRENE GASKETS SHALL
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IN 1/4" NEOPRENE
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CEMENT TO BE WRAPPED
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AREA IN CONTACT WITH
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(TYPICAL)
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SUPPORT PIER
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BLOCKS (TYPICAL)
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CONCRETE THRUST
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FINISH GRADE
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(2 PLACES)
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__"x __" REDUCER
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12" MIN.
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18" MAX.
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NIBCO BRONZE BALL VALVE WITH COPPER TUBING TO PRESSURE TRANSMITTER(SIZES TO MATCH TRANSMITTER)(WITH GAUGE)
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PRESSURE TRANSMITTER
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VALVE REQUIRED WHEN DISTANCE FROM TEE EXCEEDS 50'
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2 ARMORED FLEXIBLE CONDUIT (TYPICAL)
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VALVE POSITION INDICATOR
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FLOW
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-18
Reclaimed Metering Facility Plan
81
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R / W
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VALVE
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METER
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RTU ANTENNA
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20' - 0"
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6' - 0"
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12' - 0"
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WITH HAND WHEEL OPERATOR
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NON-RISING STEM RS GATE VALVE
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CONTROL VALVE
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R / W
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. GROUND COVER WITHIN FENCED AREA SHALL BE 4" THICK CONCRETE (3000 PSI) WITH 6 x 6 WIRE MESH AND BE SLOPED GROUND COVER WITHIN FENCED AREA SHALL BE 4" THICK CONCRETE (3000 PSI) WITH 6 x 6 WIRE MESH AND BE SLOPED IN SUCH A WAY TO PROMOTE RUN OFF AND PREVENT PUDDLING. 2. PROVIDE A 30 INCH WALK-IN GATE. BOX HINGES ONLY. PROVIDE A 30 INCH WALK-IN GATE. BOX HINGES ONLY. 3. THIS DRAWING DEPICTS A GENERAL SITE PLAN ONLY. THE ENGINEER OF RECORD SHALL COORDINATE THE SPECIFIC SITE THIS DRAWING DEPICTS A GENERAL SITE PLAN ONLY. THE ENGINEER OF RECORD SHALL COORDINATE THE SPECIFIC SITE PLAN REQUIREMENTS WITH SUA. 4. INSTALL FENCE PER DETAIL 17.INSTALL FENCE PER DETAIL 17.
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(TYPICAL)
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VALVE WITH SIDE GEAR ACTUATOR AND VALVE BOX - VALVE REQUIRED WHEN METER DISTANCE FROM TEE EXCEEDS 50'
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PRESSURE TRANSDUCER ROSEMOUNT 0-100PSI
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FLOW
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MAINLINE MAG METER
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30" WALK-IN GATE
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DATA FLOW PLC CONTROL PANEL
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FENCE SLATS AS REQUIRED
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CB
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FPL
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METER
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T.B.D. IN FIELD
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REMOTE MOUNT TRANSMITTER IN ALUMINUM SUN SHIELD
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POWER SUPPLY
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-18
Stilling Well Detail
82
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RECORD TO DETERMINE DIMENSIONS)
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OF POND
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BOTTOM
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RIP RAP HEADWALL (ENGINEER OF
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10 YEAR - 1 DAY STORM EVENT
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1" Sunlight Resistant PVC
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Carflex or
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2 2/3" x 1/2" x 12"
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Diameter Corrugated Aluminum
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10' MIN. SETBACK FROM TOP OF BANK
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SUBMERGENCE
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4'-0" MIN.
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EL.= _____
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PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
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2'
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Aluminum Junction Box
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Aluminum Hinge
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90° From Hinge
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Conduit and Wiring
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Drain Pipe
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10'-0" 10'Min.
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Blue Ribbon BC001
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Birdcage Level Transmitter
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18 AWG
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Cable
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3'
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other flexible Conduit
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Aluminum Junction Box
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Blue Ribbon BCP 3000
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Surge Protector
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with Gaskets
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Hugger Bands
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INV. ELEV.=___
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To Control Panel
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-18
BLANK SPACE FOR FUTURE SUA DETAIL
FUTURE DETAIL
83
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-18
Reclaimed Water Control Panel Control SchematicReclaimed Water Control Schematic
84
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FLOW ALLOTMENT
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RESET DAILY
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PANEL
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AND TIME
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RESET ALLOCATION
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FLOW SETPOINT ADJUST
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PAUSED/STOP
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TRANSDUCER
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PRESSURE
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PE
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VALVE
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GATE
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VALVE FAILED TO OPEN
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VALVE FAILED TO CLOSE
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TOTAL FLOW K GAL.
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SET POINT ALLOTMENT
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LOSS OF POWER
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VALVE POSITION
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LINE PRESSURE
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FLOW DISAGREEMENT
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VALVE CLOSE END OF CYCLE
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HIGH LEVEL
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FLOW RATE
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4-20mA SIGNAL
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MINIMUM PRESSURE
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HYD. CONTROL
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METER
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MAG
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CLA-VALVE
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LEVEL SENSOR
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LAKE
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4-20mA
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POSITION SIGNAL
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AUTO
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VALVE
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LEVEL READOUT
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4-20mA
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FIELD COMPONENTS
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FIELD PANEL
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AT CENTRAL CONTROL PANEL
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WITH 4-20 OUTPUT
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PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
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OPEN VALVE
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LAKE LEVEL
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CLOSE VALVE
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LAKE LEVEL
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CONTROL PANEL
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120 VAC
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SOLENOIDS
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OPEN/CLOSE
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120 VAC
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POWER IN FROM FPL METER
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TRANSMITTER
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REMOTE
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-18
Reclaimed Water Control Panel and Conduits
85
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%%UCONDUIT SCHEMATIC
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%%UCONTROL PANEL DEAD FRONT LAYOUT
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3/4" PVC, 2#18
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ANTENNA TOWER
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#4 SOLID
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GROUND
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TOWER
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ANTENNA
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PRESSURE
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TRANSDUCER
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ANTENNA CABLE
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SHLD, 1#12G.
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1" PVC
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ANTENNA
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3/4" PVC, 6#14
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INDICATOR
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POSITION
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CLA VALVE
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TRANSMITTER
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REMOTE
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PANEL
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SUA
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SHLD, 1#12G.
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3/4" PVC, 2#18
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CLA VALVE
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CONTROLS
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#4 SOLID
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DISCONNECT SWITCH
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3/4" PVC, 3#10 TO
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RTU POWER
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SYSTEM
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LOCAL/REMOTE
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VALVE
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CLOSE/OPEN
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PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
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CONTROL PANEL GROUND
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1" CONDUIT FOR 120V
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METER
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MAG
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WITH METER
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CABLE TO BE SUPPLIED
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TOUCH SCREEN
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ELECTRONIC
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4-20mA SIGNAL
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LAKE LEVEL
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TRANSDUCER
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3/4" PVC, 2#18 SHLD 1#12G
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*
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* IF LOCAL LAKE LEVEL
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-18
Reclaimed Water Control Cabinet Plan and Elevation
* IF LOCAL LAKE LEVEL
Reclaimed Water Control Cabinet Plan and Elevation
86
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3/4"C TO CLA VALVE POSITION IND.
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%%UFRONT VIEW
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3/4"C TO PRESSURE TRANSDUCER
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3/4"C TO CLA VALVE
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1 5/8"x1 5/8" UNISTRUT SUPPORT
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STRIP, 12 GAUGE STAINLESS STEEL AND
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RIGID CONDUIT CLAMP #B2015-SS4 (TYP)
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3" DIA. ANODYZED ALUMINUM PIPE SUPPORT,
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6061 T6, SCH 40 TO BE FILLED
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WITH CLEAN SAND AND CAPPED.
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THE PORTION OF PIPE SUPPORTS
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COVERED BY CONCRETE SHALL BE
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COATED WITH BITUMASTIC PAINT
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1'-6" DIAx3'-0" MIN.
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EQUIPMENT NOT SHOWN FOR CLARITY
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RTU ANTENNA AND RELATED
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POURED CONCRETE BASE
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ANTENNA LEAD
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1 1/4"C FOR
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(8 MIL THICK).
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4"
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T.B.D. IN FIELD
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EXPANSION JOINT
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FINISH GRADE
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SEACOAST UTILITY AUTHORITY CABINET
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FLOW TRANSMITTER (WITHIN SUNSHIELD)
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SURGE ARRESTOR TO BE EXTERNALLY MOUNTED ON BOTTOM OF CIRCUIT BREAKER ENCLOSURE.
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STAINLESS STEEL NEMA 3R ENCLOSURE, WITH 30A CIRCUIT BREAKER. SERVICE ENTRANCE LABEL SQUARE D CO.
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1" SCH 80 UV-RESISTANT PVC
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MOUNT METER AND CAN, HEIGHT AS PER CODE AND FPL STANDARDS AND A MINIMUM OF 3' FROM FENCE.
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1"C PVC SCH 40 TO FPL POWER SOURCE
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FENCE LINE/EDGE OF
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CONCRETE SLAB
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x
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%%UPLAN VIEW
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SUA CABINET
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T.B.D. IN FIELD
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x
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FPL
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METER
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x
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A
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x
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x
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CB
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x
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x
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x
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ANTENNA GROUND
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#4 CU GROUND WIRE FROM
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APPROVED PRESSURE TYPE
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BRONZE CONNECTOR CLAMP
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20' LONG x 3/4" DIA.
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COPPERCLAD GROUND ROD
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6"CONDUIT
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FLOW TRANSMITTER
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METER AND CAN
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CIRCUIT BREAKER
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SURGE ARRESTOR
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CABINET
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SUA CABINET
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A
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PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
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1 1/2"C PVC SCH 40 TO FLOW METER
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NOTE: ALL ABOVE GRADE PVC CONDUIT TO BE SCH 80 UV RESISTANT.
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Pencell Plastic PE-6 HD
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* 3/4"C TO LAKE LEVEL TRANSDUCER
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-18
BLANK SPACE FOR FUTURE SUA DETAIL
FUTURE DETAIL
87
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-18
RECLAIMED WATERAGUA RECLAMADA
BEING USED FORIRRIGATION
USADA PARA REGAR
DO NOT DRINKNO BEBER
PROHIBIDO NADARDO NOT SWIM
RECLAIMED WATERAGUA RECLAMADA
USADA PARA REGAR
DO NOT DRINK
IRRIGATION
NO BEBER
BEING USED FOR
Reclaimed Water SignsReclaimed Water Signs
88
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17" (MIN)
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11" (MIN)
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18" (MIN)
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FINISH GRADE
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NOTE: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. MOUNT SIGN TO HOT DIPPED GALVANIZED STANDARD U-CHANNEL SIGN POST WITH STAINLESS STEEL MOUNT SIGN TO HOT DIPPED GALVANIZED STANDARD U-CHANNEL SIGN POST WITH STAINLESS STEEL HARDWARE. 2. SIGN SHALL BE .080 GAUGE ALUMINIUM, VINYL COATED. SIGN SHALL BE .080 GAUGE ALUMINIUM, VINYL COATED. 3. COLOR SHALL BE WHITE LETTERS ON DARK BLUE BACKGROUND. COLORS MAY VARY WITH PRIOR COLOR SHALL BE WHITE LETTERS ON DARK BLUE BACKGROUND. COLORS MAY VARY WITH PRIOR APPROVAL OF SUA.
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CONCRETE (TYPICAL)
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24" (MAX)
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision B-16
Air Release Valve (Underground Reclaimed Water Main)
89
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PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
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24" DIA. OPENING
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FILLED WITH 3/4" ROCK
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18 1/2"(APPROX)
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TAPPING SADDLE
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WITH AWWA THREADS
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BRASS DOUBLE STRAP
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1" CORPORATION STOP
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3/4" ROCK BASE 12" DEEP
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UNDISTURBED SOIL
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1" CHECK VALVE
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PRECAST CONCRETE
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CONCENTRIC MANHOLE SECTION
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FINISH GRADE
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UNDISTURBED SOIL
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3/4" ROCK BASE 12" DEEP
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PROOF GROUT
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NON-SHRINKING WATER-
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SEAL WATER TIGHT WITH
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4" ALL AROUND OPENING
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21"
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EACH WAY (TYPICAL)
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#4 REBAR AT 12" O.C.
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STEEL FITTINGS
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BRONZE OR STAINLESS
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APPROVED AIR RELEASE VALVE
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THREADED PVC SCH 80 OR
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BRASS FITTING
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12" MIN.
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8"
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VARIES
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VARIES
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30" MINIMUM
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48" MAXIMUM
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BASE SLAB
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STANDARD PRECAST SECTION (4'-0" DIA.)
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OR WITH COURSE(S) OF BRICK AND
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(6" MIN. - 18" MAX.)
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MORTAR TO BRING TO GRADE
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ADJUST WITH LAD TECH HDPE ADJUSTMENT RING
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SEE "MANHOLE FRAME AND COVER-30" OPENING" DETAIL
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-19
Typical Shrub, Small Tree or Palm Tree with Root BarrierTypical Shrub, Small Tree or Palm Tree with Root Barrier
90
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4' MIN.
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SUA FACILITIES
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SEE NOTE 1
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20' OR LESS AT MATURITY
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30"-48"
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COVER
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ROOT BARRIER
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(SEE NOTES BELOW)
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. THIS DISTANCE SHALL BE 7' MINIMUM WITH ROOT BARRIER AND 10' MINIMUM IF NO ROOT BARRIER IS USED. THIS DISTANCE SHALL BE 7' MINIMUM WITH ROOT BARRIER AND 10' MINIMUM IF NO ROOT BARRIER IS USED. 2. ALL ROOT BARRIERS SHALL BE 4'MINIMUM FROM ALL SEACOAST FACILITIES. ALL ROOT BARRIERS SHALL BE 4'MINIMUM FROM ALL SEACOAST FACILITIES. 3. THE INSTALLATION OF ROOT BARRIERS SHALL BE COORDINATED WITH SEACOAST AND INSPECTED BY SEACOAST THE INSTALLATION OF ROOT BARRIERS SHALL BE COORDINATED WITH SEACOAST AND INSPECTED BY SEACOAST PRIOR TO BACKFILLING. ALL ROOT BARRIERS SHALL EXTEND UP TO FINISHED GRADE. 4. ROOT BARRIERS SHALL BE MINIMUM 36" DEEP. APPROVED PRODUCTS INCLUDE "DEEP ROOT" AND "ROOT ROOT BARRIERS SHALL BE MINIMUM 36" DEEP. APPROVED PRODUCTS INCLUDE "DEEP ROOT" AND "ROOT SOLUTIONS". 5. ALL ROOT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS.ALL ROOT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS.
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(MAINS, SERVICES, ETC.)
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-16
Single Family Residential Lot Single Family Residential Lot Small Tree, Small Palm Tree and Shrubs with Root Barrier
90.1a
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2' MIN. *
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LOT WATER/SEWER
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SEE NOTE 1 *
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20' OR LESS AT MATURITY
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2" OR LESS WATER
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4" OR LESS SEWER
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ROOT BARRIER
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(SEE NOTES BELOW)
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. THIS DISTANCE SHALL BE 4' MINIMUM WITH ROOT BARRIER AND 7' MINIMUM IF NO ROOT BARRIER THIS DISTANCE SHALL BE 4' MINIMUM WITH ROOT BARRIER AND 7' MINIMUM IF NO ROOT BARRIER IS USED. 2. ALL ROOT BARRIERS SHALL BE 2' MINIMUM FROM ALL SINGLE FAMILY SERVICE LINES. ALL ROOT BARRIERS SHALL BE 2' MINIMUM FROM ALL SINGLE FAMILY SERVICE LINES. 3. THE INSTALLATION OF ROOT BARRIERS SHALL BE COORDINATED WITH SEACOAST AND INSPECTED BY THE INSTALLATION OF ROOT BARRIERS SHALL BE COORDINATED WITH SEACOAST AND INSPECTED BY SEACOAST PRIOR TO BACKFILLING. ALL ROOT BARRIERS SHALL EXTEND UP TO FINISHED GRADE. 4. ROOT BARRIERS SHALL BE MINIMUM 24" DEEP. APPROVED PRODUCTS INCLUDE "DEEP ROOT" AND ROOT BARRIERS SHALL BE MINIMUM 24" DEEP. APPROVED PRODUCTS INCLUDE "DEEP ROOT" AND "ROOT SOLUTIONS". 5. ALL ROOT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN ALL ROOT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. * SHRUB PLANTING SHOULD BE MINIMUM 2' FROM LINE WITH A ROOT BARRIER 1' FROM LINE FOR * SHRUB PLANTING SHOULD BE MINIMUM 2' FROM LINE WITH A ROOT BARRIER 1' FROM LINE FOR PROTECTION.
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SERVICES
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-19
Typical Canopy Tree, Large or Exotic Palm Tree with Root BarrierTypical Canopy Tree, Large Palm or Exotic Tree with Root Barrier
91
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SUA FACILITIES
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SEE NOTE 1
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4' MIN.
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30"-48"
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COVER
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ROOT BARRIER
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(SEE NOTES BELOW)
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. THIS DISTANCE SHALL BE 10' MINIMUM WITH ROOT BARRIER AND 15' MINIMUM IF NO ROOT BARRIER IS USED. THIS DISTANCE SHALL BE 10' MINIMUM WITH ROOT BARRIER AND 15' MINIMUM IF NO ROOT BARRIER IS USED. 2. ALL ROOT BARRIERS SHALL BE 4' MINIMUM FROM ALL SEACOAST FACILITIES. ALL ROOT BARRIERS SHALL BE 4' MINIMUM FROM ALL SEACOAST FACILITIES. 3. THE INSTALLATION OF ROOT BARRIERS SHALL BE COORDINATED WITH SEACOAST AND INSPECTED BY SEACOAST THE INSTALLATION OF ROOT BARRIERS SHALL BE COORDINATED WITH SEACOAST AND INSPECTED BY SEACOAST PRIOR TO BACKFILLING. ALL ROOT BARRIERS SHALL EXTEND UP TO FINISHED GRADE. 4. ROOT BARRIERS SHALL BE MINIMUM 36" DEEP. APPROVED PRODUCTS INCLUDE "DEEP ROOT" AND "ROOT ROOT BARRIERS SHALL BE MINIMUM 36" DEEP. APPROVED PRODUCTS INCLUDE "DEEP ROOT" AND "ROOT SOLUTIONS". 5. ALL ROOT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS. ALL ROOT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS. 6. LARGE PALM TREES INCLUDE ROYAL, WASHINGTONIAN, BISMARK AND SIMILAR SIZED SPECIES.LARGE PALM TREES INCLUDE ROYAL, WASHINGTONIAN, BISMARK AND SIMILAR SIZED SPECIES.
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(MAINS, SERVICES,ETC.)
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision C-16
Single Family Residential Lot Single Family Residential Typical Canopy Tree, Large Palm or Exotic Tree with Root Barrier
91.1a
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SEE NOTE 1
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3' MIN.
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ROOT BARRIER
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(SEE NOTES BELOW)
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NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1. THIS DISTANCE SHALL BE 6' MINIMUM WITH ROOT BARRIER AND 10' MINIMUM IF NO ROOT BARRIER IS USED. THIS DISTANCE SHALL BE 6' MINIMUM WITH ROOT BARRIER AND 10' MINIMUM IF NO ROOT BARRIER IS USED. 2. ALL ROOT BARRIERS SHALL BE 3' MINIMUM FROM ALL SINGLE FAMILY SERVICE LINES. ALL ROOT BARRIERS SHALL BE 3' MINIMUM FROM ALL SINGLE FAMILY SERVICE LINES. 3. THE INSTALLATION OF ROOT BARRIERS SHALL BE COORDINATED WITH SEACOAST AND INSPECTED BY SEACOAST THE INSTALLATION OF ROOT BARRIERS SHALL BE COORDINATED WITH SEACOAST AND INSPECTED BY SEACOAST PRIOR TO BACKFILLING. ALL ROOT BARRIERS SHALL EXTEND UP TO FINISHED GRADE. 4. ROOT BARRIERS SHALL BE MINIMUM 24" DEEP. APPROVED PRODUCTS INCLUDE "DEEP ROOT" AND "ROOT ROOT BARRIERS SHALL BE MINIMUM 24" DEEP. APPROVED PRODUCTS INCLUDE "DEEP ROOT" AND "ROOT SOLUTIONS". 5. ALL ROOT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. ALL ROOT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. LARGE PALM TREES INCLUDE ROYAL, WASHINGTONIAN, BISMARK AND SIMILAR SIZED SPECIES.LARGE PALM TREES INCLUDE ROYAL, WASHINGTONIAN, BISMARK AND SIMILAR SIZED SPECIES.
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2" OR LESS WATER
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4" OR LESS SEWER
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LOT WATER/SEWER
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SERVICES
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CONSTRUCTION STANDARDS AND DETAILS
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SEACOAST UTILITY AUTHORITY
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DATE APPROVED:
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DRAWING No.
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JUNE 26, 2019
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Revision A-19