ഠ - Palm Beach County, Florida...THE GREASE TRAP MAY BE USED IF AN OIL/GREASE INTERCEPTOR IS NOT...
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ഠ - Palm Beach County, Florida...THE GREASE TRAP MAY BE USED IF AN OIL/GREASE INTERCEPTOR IS NOT REQUIRED AND ONLY FOR APPLICATIONS UP TO 25 GPM FLOW RATE \ 伀一䕜 䴀䤀一唀吀䔀
RUBBER SEALING GASKET REQUIRED (TYP.)(MUST COMPLY WITH ASTM-C923)
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MIN. 2 "12"
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SEE DETAIL ABOVE
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TOP LID
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FLEXIBLE BUTYL MASTIC
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NON-SHRINKING GROUT
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TWO PIECE LID DETAIL
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MANHOLE LIDS MARKED "GREASE" FLUSH WITH PAVEMENT OR MIN. 2" ABOVE NON-PAVED FINISHED GRADE
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EACH FACILITY WITH AN OIL/GREASE INTERCEPTOR SHALL HAVE A SEPARATE (NOT SHARED) INTERCEPTOR AND SHALL BE INDIVIDUALLY METERED THROUGH THE DEPARTMENT.
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MIN.
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42"
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4" MIN. P.V.C. PIPE WITH BRASS CAP
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FLEXIBLE BUTYL SEALANT OR GROUT BETWEEN TANK WALL AND TOP SLAB
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9.
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10.
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11.
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12.
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13.
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(TYP.)
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INFLOW PREVENTION DEVICE (TYP.)
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MANHOLE COVER FLUSH WITH PAVEMENT OR MIN. 2" ABOVE NON-PAVED FINISHED GRADE
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4" MIN. P.V.C. PIPE WITH BRASS CAP
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#5 @ 9" O.C. E.W. (TOP) (1 " COVER FROM BOTTOM)12" COVER FROM BOTTOM)
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INV = -2 " OR LOWER12" OR LOWER
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FLOW TO GRAVITY WASTEWATER MAIN
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x
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DROP PIPE
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C.O. PORT (TYP.)
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MIN. 4" P.V.C. PIPE
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12" MIN.
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24" MAX.
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12" MIN.
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24" MAX.
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OIL/GREASE INTERCEPTORS SHALL BE WATERTIGHT AND SHALL BE BUILT OF PRECAST CONCRETE WHICH HAS A DESIGN COMPRESSIVE STRENGTH OF MINIMUM 3000 PSI AFTER 28 DAYS CURE. THE DESIGN, SIZING AND CONSTRUCTION MUST CONFORM TO THIS STANDARD AND TO ALL APPLICABLE BUILDING CODES, HEALTH DEPARTMENT REQUIREMENTS AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO CHAPTER 64E-6, FLORIDA ADMINISTRATIVE CODE. WALL AND SLAB THICKNESS SHOWN ARE MINIMUMS, AND SHALL BE DETERMINED BY THE OWNER'S ENGINEER. THE CONCRETE BOX SHALL BE MONOLITHIC POURED AND SHALL HAVE A PRECAST HOLE ON EACH END ONLY FOR LATERAL. THE PRECAST HOLES SHALL HAVE CAST-IN BOOTS WHENEVER POSSIBLE. AN ALTERNATIVE TYPE OF INTERCEPTOR OTHER THAN A PRECAST CONCRETE STRUCTURE MAY BE INSTALLED ONLY WITH PRIOR DEPARTMENT APPROVAL. SHOP DRAWINGS ARE REQUIRED TO BE SUBMITTED AND APPROVED BY THE DEPARTMENT PRIOR TO THE PRE-CONSTRUCTION MEETING FOR ALL INTERCEPTORS.
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THE OIL/GREASE INTERCEPTOR SHALL BE USED FOR APPLICATIONS EXCEEDING 25 GPM FLOW RATE, DETERMINED USING THE PLUMBING AND DRAINAGE INSTITUTE PDI G101 STANDARD. A DESIGN CALCULATION MUST BE SUBMITTED FOR APPROVAL WITH A SHOP DRAWING PRIOR TO THE PRE-CONSTRUCTION MEETING. FOR APPLICATIONS UP TO 25 GPM FLOW RATE (ONE MINUTE FLOW) OR 50 GPM (TWO MINUTE FLOW), AN APPROVED OUTDOOR "GREASE TRAP" MAY BE USED; OTHER DESIGNS MAY BE CONSIDERED UPON SUBMITTAL AND APPROVAL OF SHOP DRAWINGS.
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INSPECTION PORTS (CLEAN OUTS) ARE REQUIRED TO BE INSTALLED AT EACH END OF ANY TYPE OF INTERCEPTOR WITH PORTS TO REMAIN EASILY ACCESSIBLE FOR UTILITY INSPECTION AND SAMPLING.
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THE INTERCEPTOR AND CLEAN-OUTS PORT SHALL BE LOCATED OUTSIDE AND IN NON-TRAFFIC AREA WHENEVER POSSIBLE. IF INSTALLED IN IN A TRAFFIC AREA MINI-MANHOLES ARE REQUIRED ON THE INSPECTION PORTS (CLEAN OUTS). THE SURFACE SURROUNDING THE INTERCEPTOR SHALL BE SLOPED TO DRAIN STORM WATER AWAY FROM THE INTERCEPTOR.
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NO BAFFLE IS REQUIRED IF THERE ARE MULTIPLE GREASE INTERCEPTORS INSTALLED IN SERIES. HOWEVER, CLEANOUT PORTS MUST BE INSTALLED ON EACH END OF EACH INTERCEPTOR.
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THE PROPERTY OWNER/CUSTOMER SHALL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE INTERCEPTOR.
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THE GREASE INTERCEPTOR SHALL NOT BE USED FOR THE PURPOSE OF INTERCEPTING SAND AND OIL FROM NON- FOOD HANDLING ESTABLISHMENTS.
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A "GREASE TRAP" OR "OIL/GREASE INTERCEPTOR" SHALL BE REQUIRED TO RECEIVE THE DRAINAGE FROM FIXTURES AND EQUIPMENT (SINKS, DISHWASHERS, FLOOR DRAINS, CAN WASH AREAS, ETC.) WITH GREASE LADEN WASTE LOCATED IN COMMERCIAL FOOD PREPARATION AREAS SUCH AS RESTAURANTS, HOTEL KITCHENS, HOSPITALS, SCHOOL KITCHENS, BARS, FACTORY CAFETERIAS, CLUBS, ETC.
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THE "GREASE TRAP" OR "OIL/GREASE INTERCEPTOR" SHALL BE LOCATED AS CLOSE AS PRACTICALLY POSSIBLE TO THE FIXTURES AND EQUIPMENT GENERATING GREASE.
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A "SOLIDS INTERCEPTOR" SHALL BE CONSIDERED TO BE INSTALLED UPSTREAM OF A " GREASE TRAP" WHERE SUBSTANTIAL AMOUNT OF SOLIDS FROM FOOD GRINDERS, DISPOSALS MAY BE PRESENT.
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MANHOLE COVER SHALL BE MACHINED TO ACCEPT INFLOW PROTECTOR.
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THE CAPACITY DETERMINATION FOR THE INTERCEPTOR IS THE RESPONSIBILITY OF THE OWNER/CUSTOMER. THE MINIMUM VOLUME OF ANY GREASE INTERCEPTOR SHALL BE 750 GALLONS AND THE MAXIMUM VOLUME OF A SINGLE GREASE INTERCEPTOR SHALL BE 1250 GALLONS. WHEN THE REQUIRED EFFECTIVE CAPACITY OF THE GREASE INTERCEPTOR IS GREATER THAN 1250 GALLONS, INSTALLATION OF MULTIPLE GREASE INTERCEPTORS IN SERIES IS REQUIRED.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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OIL/GREASE INTERCEPTOR
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1S
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ATTACHMENT B-2 PAGE 56 OF 140
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A
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A
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4"
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4" MIN.
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8"%%C HOLE
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CONCRETE BAFFLE
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FLOW TO
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%%UTOP VIEW WITH COVER
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%%UTOP VIEW WITH COVER REMOVED
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#6 AROUND OPENING
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WASTEWATER
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4" MIN.
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P.V.C. PIPE
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4" MIN.
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P.V.C. PIPE
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GRAVITY MAIN
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TRAFFIC BEARING CONCRETE TOP (SEE DETAIL FOR TWO PIECE LID)
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%%UNOTES%%U:
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1.
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2.
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4.
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5.
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3.
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6.
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7.
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8.
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TOP LID
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FLEXIBLE BUTYL MASTIC
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NON-SHRINKING GROUT
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TWO PIECE LID DETAIL
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9.
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16"-20"
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1"-3"
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8"%%C HOLE
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CONCRETE BAFFLE
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66%%% OF DIM. OF TRAP
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FLOW
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INV = 0"
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%%USECTION "A-A"
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P.V.C. TEE
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8"
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#4 @ 9" O.C. E.W.
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(BASE & WALLS)
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C.O. PORT
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C.O. PORT
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2"
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FINISHED GRADE
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PAVEMENT
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8"
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6"-12"
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MIN.
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SEE DETAIL ABOVE
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4" MIN. P.V.C. PIPE WITH BRASS CAP
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FLEXIBLE BUTYL SEALANT OR GROUT BETWEEN TANK WALL AND TOP SLAB
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(TYP.)
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INFLOW PREVENTION DEVICE (TYP.)
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MANHOLE COVER FLUSH WITH PAVEMENT OR MIN. 2" ABOVE NON-PAVED FINISHED GRADE
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4" MIN. P.V.C. PIPE WITH BRASS CAP
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#5 @ 9" O.C. E.W. (TOP) (1 " COVER FROM BOTTOM)12" COVER FROM BOTTOM)
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INV = -2 " OR LOWER12" OR LOWER
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FLOW TO GRAVITY WASTEWATER MAIN
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DROP PIPE
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CAST IRON FRAME W/LID (TYP.)
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66%%% OF DIM. OF TRAP
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12" MIN.
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24" MAX.
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12" MIN.
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24" MAX.
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MANHOLE LIDS SHALL BE MACHINED TO ACCEPT INFLOW PREVENTER.
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EACH FACILITY REQUIRED TO HAVE A SAND/OIL INTERCEPTOR SHALL HAVE A SEPERATE INTERCEPTOR AND SHALL BE INDIVIDUALLY METERED THROUGH THE DEPARTMENT.
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SAND/OIL INTERCEPTOR SHALL NOT BE USED FOR THE PURPOSE OF INTERCEPTION OF GREASE FROM FOOD HANDLING ESTABLISHMENTS.
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THE PROPERTY OWNER/CUSTOMER SHALL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE INTERCEPTOR.
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THE CAPACITY DETERMINATION FOR THE INTERCEPTOR IS THE RESPONSIBILITY OF THE OWNER/CUSTOMER. THE MINIMUM VOLUME OF A SAND/OIL INTERCEPTOR SHALL BE 750 GALLONS. WHEN THE REQUIRED EFFECTIVE CAPACITY OF THE SAND/OIL INTERCEPTOR IS GREATER THAN 750 GALLONS, INSTALLATION OF SINGLE COMPARTMENT SAND/OIL INTERCEPTORS IN SERIES IS REQUIRED.
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THE INTERCEPTOR SHALL BE LOCATED IN GRASS AREA/NON-TRAFFIC AREA WHENEVER POSSIBLE. THE SURFACE SURROUNDING THE INTERCEPTOR SHALL BE SLOPED TO DRAIN STORM WATER AWAY FROM THE INTERCEPTOR.
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INSPECTION PORTS (CLEAN OUTS) ARE REQUIRED TO BE INSTALLED AT EACH END OF ANY TYPE OF INTERCEPTOR WITH PORTS TO REMAIN EASILY ACCESSIBLE FOR UTILITY INSPECTION AND SAMPLING.
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AN ALTERNATIVE TYPE OF INTERCEPTOR STRUCTURE MAY BE INSTALLED ONLY WITH PRIOR DEPARTMENT APPROVAL. SHOP DRAWINGS ARE REQUIRED TO BE SUBMITTED AND APPROVED BY THE DEPARTMENT PRIOR TO THE PRE-CONSTRUCTION MEETING FOR ALL INTERCEPTORS.
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SAND/OIL INTERCEPTORS SHALL BE WATERTIGHT AND SHALL BE BUILT OF PRECAST CONCRETE WHICH HAS A DESIGN COMPRESSIVE STRENGTH OF MINIMUM 3000 PSI AFTER 28 DAYS CURE. THE DESIGN, SIZING AND CONSTRUCTION MUST CONFORM TO THIS STANDARD AND TO ALL APPLICABLE BUILDING CODES, HEALTH DEPARTMENT REQUIREMENTS AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO CHAPTER 64E-6, FLORIDA ADMINISTRATIVE CODE. WALL AND SLAB THICKNESS SHOWN ARE MINIMUMS, AND SHALL BE DETERMINED BY THE OWNER'S ENGINEER. THE CONCRETE BOX SHALL BE MONOLITHIC POURED AND SHALL HAVE A PRECAST HOLE ON EACH END ONLY FOR LATERAL. THE PRECAST HOLES SHALL HAVE CAST-IN BOOTS WHENEVER POSSIBLE.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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SAND/OIL INTERCEPTOR
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2S
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ATTACHMENT B-2 PAGE 57 OF 140
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FINISHED GRADE
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%%UNOTES:
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1.
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2.
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3.
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4.
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5.
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6.
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7.
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8.
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9.
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11.
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12.
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13.
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4" TWO WAY C.O.
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4" TWO WAY C.O. W/BRASS CAP
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2" FROM TOP OF LID TO UNPAVED FINISHED GRADE
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SECURED HEAVY DUTY NON-SKID COVER RATED AT 10,000 LBS. MAX. SAFE LIVE LOAD
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PAVEMENT
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3" MIN. OUTLET
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4" PIPE
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BOX EXTENSION (IF REQUIRED)
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BRASS PLUG
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4" PIPE
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REMOVABLE INLET BAFFLE
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3" MIN. INLET
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DOUBLE WALL TRAP SEAL
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FIXED BOTTOM OUTLET BAFFLE
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FLOW
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FLOW
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12" MIN.
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24" MAX.
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12" MIN.
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24" MAX.
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INSPECTION PORTS (CLEAN OUTS) ARE REQUIRED TO BE INSTALLED AT EACH END OF ANY TYPE OF INTERCEPTOR WITH PORTS TO REMAIN EASILY ACCESSIBLE FOR UTILITY INSPECTION AND SAMPLING.
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THE GREASE TRAP SHALL BE LOCATED OUTDOORS, EASY ACCESSIBLE FOR MAINTENANCE AND SAMPLING, PREFERABLY IN GRASS AREA, NOT IN TRAFFIC AREA, PARKING SPACES OR SIDEWALKS. THE SURFACE SURROUNDING THE GREASE TRAP SHALL BE SLOPED TO DRAIN STORM WATER AWAY FROM THE GREASE TRAP.
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A "GREASE TRAP" OR "OIL/GREASE INTERCEPTOR" SHALL BE REQUIRED TO RECEIVE THE DRAINAGE FROM FIXTURES AND EQUIPMENT (SINKS, DISHWASHERS, FLOOR DRAINS, CAN WASH AREAS, ETC.) WITH GREASE LADDEN WASTE LOCATED IN COMMERCIAL FOOD PREPARATION AREAS SUCH AS RESTAURANTS, HOTEL KITCHENS, HOSPITALS, SCHOOL KITCHENS, BARS, FACTORY CAFETERIAS, CLUBS, ETC.
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THE GREASE TRAP SHALL NOT BE USED FOR THE PURPOSE OF INTERCEPTING SAND AND OIL FROM NON-FOOD HANDLING ESTABLISHMENTS.
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THE PROPERTY OWNER/CUSTOMER SHALL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE GREASE TRAP.
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EACH FACILITY WITH A GREASE TRAP SHALL BE INDIVIDUALLY METERED THROUGH THE DEPARTMENT.
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EACH FACILITY WHICH IS REQUIRED TO INSTALL A GREASE TRAP SHALL HAVE A SEPARATE (NOT SHARED) GREASE TRAP.
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GREASE TRAPS SHALL BE EQUIPPED WITH DEVICES TO CONTROL THE RATE OF FLOW, SO THE RATE OF THE FLOW DO NOT EXCEED 25 GPM. THE FLOW CONTROL DEVICE SHALL BE INSTALLED IN ACCORDANCE WITH THE CODE AND MANUFACTURER'S INSTRUCTIONS.
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THE "GREASE TRAP" OR "OIL/GREASE INTERCEPTOR" SHALL BE LOCATED AS CLOSE PRACTICALLY POSSIBLE TO THE FIXTURES AND EQUIPMENT GENERATING GREASE.
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A "SOLIDS INTERCEPTOR" SHALL BE CONSIDERED TO BE INSTALLED UPSTREAM OF A " GREASE TRAP" WHERE SUBSTANTIAL AMOUNT OF SOLIDS FROM FOOD GRINDERS, DISPOSALS MAY BE PRESENT.
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THE GREASE TRAP SHALL BE WATERTIGHT AND GAS TIGHT AND SHALL BE FABRICATED FROM STEEL, ACID RESISTANT COATED INTERIOR AND EXTERIOR.
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THE GREASE TRAP SHALL BE CERTIFIED AND TAGGED BY THE SEAL OF THE PLUMBING AND DRAINAGE INSTITUTE (PDI), AND PDI RATED AT 50 GPM FLOW RATE AND 100 LBS. GREASE CAPACITY. THE GREASE TRAP SIZE, DESIGN AND INSTALLATION MUST COMPLY OR EXCEED THE APPLICABLE BUILDING CODES AND REGULATIONS.
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THE GREASE TRAP MAY BE USED IF AN OIL/GREASE INTERCEPTOR IS NOT REQUIRED AND ONLY FOR APPLICATIONS UP TO 25 GPM FLOW RATE (ONE MINUTE FLOW) OR 50 GPM (TWO MINUTE FLOW), DETERMINED USING THE PDI G 101 STANDARD. FOR HIGHER FLOW RATES OR GREASE CAPACITY GREATER THAN 50 LBS., AN APPROVED "OIL/GREASE INTERCEPTOR" WILL BE REQUIRED. A DESIGN CALCULATION SHALL BE SUBMITTED FOR APPROVAL WITH A SHOP DRAWING PRIOR TO PRE- CONSTRUCTION MEETING. THE SHOP DRAWING SHALL BE SIGNED BY THE DESIGNING ENGINEER AND BY THE CONTRACTOR. THE PROJECT NAME WITH STREET ADDRESS OF THE FACILITY (IF AVAILABLE) SHALL BE SHOWN ON THE SHOP DRAWING. OTHER DESIGNS MAY BE USED UPON APPROVAL OF SHOP DRAWINGS.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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GREASE TRAP
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3S
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ATTACHMENT B-2 PAGE 58 OF 140
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10'-0"
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10'-0"
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20' D.I.P. MIN.
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20' D.I.P. MIN.
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10'-0"
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10'-0"
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SEE NOTES
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WASTEWATER MAIN
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DUCTILE IRON PIPE
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AS NECESSARY
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%%UNOTES%%U:
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3.
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1.
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2.
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4.
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5.
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STORM SEWER, GRAVITY WASTEWATER AND RECLAIMED WATER MAIN CROSSING UNDER POTABLE WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF TWELVE (12) INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE STORM/WASTEWATER/RECLAIMED WATER PIPE JOINTS AND POTABLE WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN TEN (10) FEET BETWEEN ANY TWO JOINTS, BOTH PIPES SHALL BE D.I.P., AND THE MINIMUM VERTICAL SEPARATION SHALL BE 6 INCHES. WHERE THERE IS NO ALTERNATIVE TO STORM/WASTEWATER/RECLAIMED WATER PIPES CROSSING OVER A POTABLE WATER MAIN, THE CRITERIA FOR MINIMUM 12" VERTICAL SEPARATION BETWEEN LINES AND JOINT ARRANGEMENT, AS STATED ABOVE, SHALL BE REQUIRED, AND BOTH PIPES SHALL BE D.I.P. IRRESPECTIVE OF SEPARATION. D.I.P. IS NOT REQUIRED FOR STORM SEWERS.
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WHENEVER POSSIBLE MAINTAIN MIN. TEN (10) FEET HORIZONTAL DISTANCE (WALL TO WALL) BETWEEN POTABLE WATER MAIN AND STORM SEWER, WASTEWATER MAIN, OR FORCE MAIN (A MIN. 6' SEPARATION MAY BE APPROVED ON A CASE BY CASE BASIS). MAINTAIN MIN. THREE (3) FEET HORIZONTAL DISTANCE (WALL TO WALL) BETWEEN RECLAIMED WATER MAIN AND POTABLE WATER MAIN, STORM SEWER, WASTEWATER GRAVITY MAIN OR FORCE MAIN.
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FORCE MAIN CROSSING POTABLE WATER MAIN OR RECLAIMED WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF TWELVE (12) INCHES BETWEEN THE OUTSIDE OF THE FORCE MAIN AND OUTSIDE OF THE POTABLE WATER MAIN OR RECLAIMED WATER MAIN WITH THE POTABLE WATER MAIN OR RECLAIMED WATER MAIN CROSSING OVER THE FORCE MAIN.
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WASTEWATER LATERALS SHALL CROSS UNDER POTABLE WATER MAINS WITH A MIN. 12" VERTICAL SEPARATION WHENEVER POSSIBLE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, A 20' SECTION OF DUCTILE IRON PIPE POTABLE WATER MAIN CENTERED ON THE CROSSING IS REQUIRED AND THE MINIMUM VERTICAL SEPARATION SHALL BE 6". WHERE THERE IS NO ALTERNATIVE TO A WASTEWATER LATERAL PIPE CROSSING OVER A POTABLE WATER MAIN, A MINIMUM 12" VERTICAL SEPARATION IS REQUIRED, THE LATERAL SHALL BE P.V.C. C-900 SDR18 OR BETTER, THE POTABLE WATER MAIN SHALL BE D.I.P. AND THE PIPE JOINTS SHALL BE EQUIDISTANT FROM THE POINT OF CROSSING.
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POTABLE WATER SERVICE LINES SHALL CROSS OVER WASTEWATER MAINS WITH MIN. 12" VERTICAL SEPARATION. WHERE THIS MIN. SEPARATION CAN NOT BE MAINTAINED, THE WATER SERVICE SHALL BE ENCASED IN A MIN. 10' LONG CASING CENTERED OVER THE CROSSING WITH MIN. 6" VERTICAL SEPARATION.
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6.
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WASTEWATER MAINS, WATER MAINS, STORM PIPES AND OTHER UTILITY PIPES SHALL CROSS PERPENDICULAR WHENEVER POSSIBLE.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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POTABLE WATER MAIN,
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WASTEWATER MAIN & STORM SEWER CONFLICT
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4S
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ATTACHMENT B-2 PAGE 59 OF 140
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SLOPE UP TO
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MIN. COVER.
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CENTER A FULL LENGTH OF PIPE
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AT POINT OF CROSSING.
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22 1/2%%D (PREFERRED)
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8.
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6.
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5.
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4.
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%%UNOTES%%U:
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%%UDEFLECTION TYPE%%U
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SEE NOTE NO. 6 FOR
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ACCEPTABLE DEFLECTION.
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DUCTILE IRON
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PRESSURE PIPE
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MIN. COVER
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10'-0"
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NO JOINTS BETWEEN FITTINGS
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CONFLICT PIPE
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CONFLICT PIPE
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%%UFITTING TYPE%%U
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10'-0"
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45%%D ELBOWS
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OR
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36"
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FINISHED GRADE
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(D.I.P. SHOWN)
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MEGALUGS OR EQUAL
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REQUIRED (TYP.)
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3.
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2.
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7.
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FORCE MAIN CROSSING POTABLE WATER MAIN OR RECLAIMED WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF TWELVE (12) INCHES BETWEEN THE OUTSIDE OF THE FORCE MAIN AND OUTSIDE OF THE POTABLE WATER MAIN OR RECLAIMED WATER MAIN WITH THE POTABLE WATER MAIN OR RECLAIMED WATER MAIN CROSSING OVER THE FORCE MAIN.
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WHENEVER POSSIBLE MAINTAIN MIN. TEN (10) FEET HORIZONTAL DISTANCE (WALL TO WALL) BETWEEN POTABLE WATER MAIN AND STORM SEWER, WASTEWATER MAIN, OR FORCE MAIN (A MIN. 6' SEPARATION MAY BE APPROVED ON A CASE BY CASE BASIS.) MAINTAIN MIN. THREE (3) FEET HORIZONTAL DISTANCE (WALL TO WALL) BETWEEN RECLAIMED WATER MAIN AND POTABLE WATER MAIN, STORM SEWER, WASTEWATER GRAVITY MAIN OR FORCE MAIN.
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STORM SEWER, GRAVITY WASTEWATER AND RECLAIMED WATER MAIN CROSSING UNDER POTABLE WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF TWELVE (12) INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE STORM/WASTEWATER/RECLAIMED WATER PIPE JOINTS AND POTABLE WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN TEN (10) FEET BETWEEN ANY TWO JOINTS, BOTH PIPES SHALL BE D.I.P., AND THE MINIMUM VERTICAL SEPARATION SHALL BE 6 INCHES. WHERE THERE IS NO ALTERNATIVE TO STORM/WASTEWATER/RECLAIMED WATER PIPES CROSSING OVER A POTABLE WATER MAIN, THE CRITERIA FOR MINIMUM 12" VERTICAL SEPARATION BETWEEN LINES AND JOINT ARRANGEMENT, AS STATED ABOVE, SHALL BE REQUIRED, AND BOTH PIPES SHALL BE D.I.P. IRRESPECTIVE OF SEPARATION. D.I.P. IS NOT REQUIRED FOR STORM SEWERS.
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FITTINGS SHALL BE RESTRAINED.
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THE DEFLECTION TYPE CROSSING IS PREFERRED.
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DO NOT EXCEED 75% OF MANUFACTURERS RECOMMENDED MAXIMUM JOINT DEFLECTION FOR DUCTILE IRON PIPE. PVC PIPE CURVATURE MAY ONLY BE ACCOMPLISHED BY INSTALLING APPROPRIATE BENDS.
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ALL EXPOSED TIE STEEL SHALL BE COATED WITH COAL-TAR EPOXY
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POTABLE WATER SERVICE LINES SHALL CROSS OVER WASTEWATER MAINS WITH MIN. 12" VERTICAL SEPARATION. WHERE THIS MIN. SEPARATION CAN NOT BE MAINTAINED, THE WATER SERVICE SHALL BE ENCASED IN A MIN. 10' LONG CASING CENTERED OVER THE CROSSING WITH MIN. 6" VERTICAL SEPARATION.
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9.
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WASTEWATER MAINS, WATER MAINS, STORM PIPES AND OTHER UTILITY PIPES SHALL CROSS PERPENDICULAR WHENEVER POSSIBLE.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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POTABLE WATER MAIN/ FORCE MAIN
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PRESSURE PIPE CONFLICT
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5S
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ATTACHMENT B-2 PAGE 60 OF 140
REPLACEMENT OF FLEXIBLE
PAVEMENT FOR PERMITTED
PAVEMENT CUT
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THE BACKFILL FOR THE FIRST AND SECOND STAGES SHALL BE PLACED IN 6" LIFTS (COMPACTED THICKNESS) AND SHALL BE COMPACTED TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. STAGE 1: THE CONTRACTOR SHALL PROVIDE ADEQUATE COMPACTED FILL BENEATH THE HAUNCHES OF THE PIPE, USING MECHANICAL TAMPS SUITABLE FOR THIS PURPOSE. THIS COMPACTION APPLIES TO THE MATERIAL PLACED BENEATH THE HAUNCHES OF THE PIPE AND ABOVE ANY BEDDING REQUIRED. STAGE 2: THE CONTRACTOR SHALL OBTAIN A WELL-COMPACTED BED AND FILL ALONG THE SIDES OF THE PIPE AND TO A POINT INDICATING THE TOP OF SUB-GRADE MATERIAL.
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1) BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/8" - 7/8" SIZING WITH EQUAL OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED. 2) REPLACED BASE MATERIAL (PER LAND DEVELOPMENT DESIGN STANDARDS) OVER DITCH SHALL BE TWICE THE THICKNESS OF THE ORIGINAL BASE OR 12" MINIMUM, WHICHEVER IS GREATER. 3) ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED AND BUTT-JOINTED. 4) BASE MATERIAL SHALL BE PLACED IN TWO OR THREE LAYERS (6" MAX. PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE SPECIFIED DENSITY. 5) SURFACE MATERIAL WILL BE CONSISTENT WITH THE EXISTING SURFACE OR 1 1/2" SI ASPHALTIC CONCRETE WITH RC-70 PRIME COAT AT 0.10 GAL/SQ. YD. 6) PIPE SHALL BE PLACED IN A DRY TRENCH. A) ALL ROADWAY REPAIR WORK SHALL BE PERFORMED IN CONFORMANCE WITH APPLICABLE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND COUNTY PPM# EL-0-3606. B) DENSITY TESTS SHALL BE TAKEN IN 1 FT LIFTS ABOVE THE PIPE AT INTERVALS OF 400 FT MAXIMUM (1 SET MINIMUM) OR AS DIRECTED BY THE CONSTRUCTION COORDINATION DIVISION. RESULTS SHALL BE SUBMITTED TO CONSTRUCTION COORDINATION DIVISION AS PART OF THEIR FIELD REVIEW. C) ENGINEER-OF-RECORD SHALL PROVIDE FULL-TIME INSPECTION DURING THE ENTIRETY OF THE OPEN-CUT OPERATION, BEGINNING WITH THE EXCAVATION AND CONTINUING THROUGH THE COMPLETION OF THE PAVING. D) IF THE PAVEMENT IS NOT COMPLETELY RESTORED IMMEDIATELY FOLLOWING THE OPEN CUT, A SMOOTH TEMPORARY PATCH (MINIMUM 1.25" ASPHALT) SHALL BE INSTALLED, PROPERLY MATCHING THE EXISTING GRADING OF THE ROADWAY. THE TEMPORARY PATCH SHALL BE ALLOWED TO REMAIN IN PLACE AND BE MAINTAINED FOR A PERIOD NO LONGER THAN 45 DAYS. THE COUNTY RETAINS THE RIGHT TO USE POSTED SURETY TO COMPLETE ANY RESTORATION WORK THAT HAS NOT BEEN COMPLETED IN THE 45 DAYS PERIOD. ALTERNATIVE TEMPORARY TRENCH PROTECTION (STEEL PLATES OR OTHERS) MAY BE APPROVED BY THE CONSTRUCTION COORDINATION DIVISION. E) FOR THE FINAL RESTORATION, THE ROAD SHALL BE MILLED AND RESURFACED WITH 1-1/2" (ONE AND A HALF INCH) OF SIII OR SI ASPHALT SURFACE COURSE FOR A FULL LANE WIDTH ENCROACHED BY THE TRENCH. F) APPROVED MAGNETIC TAPE IS REQUIRED FOR ALL MAIN PRESSURE PIPES AND CONDUIT IN THE COUNTY'S RIGHT-OF-WAY. INSTALL TAPE 24" BELOW FINISHED GRADE. G) CONTINUOUS 4" WIDE PAINT STRIPING IS REQUIRED FOR DIP/PCCP WATER MAINS (BLUE), DIP SANITARY MAINS (GREEN), DIP RECLAIMED WATER MAINS (PURPLE), GAS MAINS (YELLOW), OR AS REQUIRED BY THE APWA.
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CONSTRUCTION PROCEDURES
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CONSTRUCTION NOTES
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GENERAL NOTES
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Magnetic Tape (See note F)
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Existing pavement
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Surface joint
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Match existing pavement (min. 1 1/2")
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Replaced Base material (lime or shell rock) (See note 2)
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Stage #1
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12" Min.
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12" Min.
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36" minimum cover required
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Surface Replacement (See Note 5)
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Varies
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W
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Stage #2
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6"
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6"
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Ditch Width W + 4ft
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Original Base
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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OPEN CUT PIPE INSTALLATION
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NON-THOROUGHFARE ROAD
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6S
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ATTACHMENT B-2 PAGE 61 OF 140
REPLACEMENT OF FLEXIBLE
PAVEMENT FOR PERMITTED
PAVEMENT CUT
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*Surface Transition Area
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*Surface Transition Area
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THE BACKFILL FOR THE FIRST AND SECOND STAGES SHALL BE PLACED IN 6" LIFTS (COMPACTED THICKNESS) AND SHALL BE COMPACTED TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. STAGE 1: THE CONTRACTOR SHALL PROVIDE ADEQUATE COMPACTED FILL BENEATH THE HAUNCHES OF THE PIPE, USING MECHANICAL TAMPS SUITABLE FOR THIS PURPOSE. THIS COMPACTION APPLIES TO THE MATERIAL PLACED BENEATH THE HAUNCHES OF THE PIPE AND ABOVE ANY BEDDING REQUIRED. STAGE 2: THE CONTRACTOR SHALL OBTAIN A WELL-COMPACTED BED AND FILL ALONG THE SIDES OF THE PIPE AND TO A POINT INDICATING THE TOP OF SUB-GRADE MATERIAL.
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Stage #1
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12" Min.
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12" Min.
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Original Base
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Replacement Base (See note 2)
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Identification Tape (See note F)
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Surface Replacement (See Note 6)
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1) BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/8" - 7/8" SIZING WITH EQUAL OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED. 2) REPLACED BASE MATERIAL OVER DITCH SHALL BE 16" MINIMUM FOR THOROUGHFARE PLAN ROADS. 3) ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED AND BUTT-JOINTED. 4) BASE MATERIAL (PER ROADWAY PRODUCTION DESIGN STANDARDS) SHALL BE PLACED IN TWO OR THREE LAYERS (6" MAX. PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE SPECIFIED DENSITY. 5) * SURFACE TRANSITION AREA (SEE PLANS FOR LOCATION). OVERLAY OR MILL/RESURFACE FOR A DISTANCE OF 50'ON BOTH SIDES OF THE OPEN CUT AND FOR A FULL LANE WIDTH. 6) 1" SIII ASPHALTIC CONCRETE OVER 1 1/2 " SI ASPHALTIC CONCRETE WITH RC-70 PRIME COAT AT 0.10 GAL/SQ. YD. " SI ASPHALTIC CONCRETE WITH RC-70 PRIME COAT AT 0.10 GAL/SQ. YD. 7) PIPE SHALL BE PLACED IN A DRY TRENCH. A) ALL ROADWAY REPAIR WORK SHALL BE PERFORMED IN CONFORMANCE WITH APPLICABLE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND COUNTY PPM# EL-0-3605. B) DENSITY TESTS SHALL BE TAKEN IN 1 FT LIFTS ABOVE THE PIPE AT INTERVALS OF 400 FT MAXIMUM (1 SET MINIMUM) OR AS DIRECTED BY THE CONSTRUCTION COORDINATION DIVISION. RESULTS SHALL BE SUBMITTED TO CONSTRUCTION COORDINATION DIVISION AS PART OF THEIR FIELD REVIEW. C) ENGINEER-OF-RECORD WILL PROVIDE FULL-TIME INSPECTION DURING THE ENTIRETY OF THE OPEN-CUT OPERATION, BEGINNING WITH THE EXCAVATION AND CONTINUING THROUGH THE COMPLETION OF THE PAVING. D) IF THE PAVEMENT IS NOT COMPLETELY RESTORED IMMEDIATELY FOLLOWING THE OPEN CUT, A SMOOTH TEMPORARY PATCH (MINIMUM 1.25" ASPHALT) SHALL BE INSTALLED, PROPERLY MATCHING THE EXISTING GRADING OF THE ROADWAY. THE TEMPORARY PATCH SHALL BE ALLOWED TO REMAIN IN PLACE AND BE MAINTAINED FOR A PERIOD NO LONGER THAN 45 DAYS. THE COUNTY RETAINS THE RIGHT TO USE POSTED SURETY TO COMPLETE ANY RESTORATION WORK THAT HAS NOT BEEN COMPLETED IN THE 45 DAYS PERIOD. ALTERNATIVE TEMPORARY TRENCH PROTECTION (STEEL PLATES OR OTHERS) MAY BE APPROVED BY THE CONSTRUCTION COORDINATION DIVISION. E) THE FINAL RESTORATION, THE ROAD SHALL BE MILLED/RESURFACED FOR A FULL LANE WIDTH OF THE TRAVEL LANES ENCROACHED BY THE TRENCH AREA, INCLUDING A TRANSITION AREA OF 50 FT ON EACH SIDE OF THE TRENCH, THE PAVEMENT SHALL BE MILLED AND RESURFACED PER CONSTRUCTION NOTE 6. F) APPROVED MAGNETIC TAPE IS REQUIRED FOR ALL MAIN PRESSURE PIPES AND CONDUIT IN THE COUNTY'S RIGHT-OF-WAY. INSTALL TAPE 24" BELOW FINISHED GRADE. G) CONTINUOUS 4" WIDE PAINT STRIPING IS REQUIRED FOR DIP/PCCP WATER MAINS (BLUE), DIP SANITARY MAINS (GREEN), DIP RECLAIMED WATER MAINS (PURPLE), GAS MAINS (YELLOW), OR AS REQUIRED BY THE APWA.
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CONSTRUCTION PROCEDURES
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CONSTRUCTION NOTES
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GENERAL NOTES
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6"
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6"
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Ditch Width W + 4ft
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36" minimum cover required
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Stage #2
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Dia. Varies
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Varies
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W
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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OPEN CUT PIPE INSTALLATION
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THOROUGHFARE ROAD
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7S
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ATTACHMENT B-2 PAGE 62 OF 140
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DENSITY TESTS ARE REQUIRED IN 1 FOOT LIFTS ABOVE THE PIPE AT INTERVALS OF 400' MAXIMUM,
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UNDER THE PIPE HAUNCHES.
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THE PIPE SHALL BE PLACED IN A DRY TRENCH.
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ROCKS SHALL BE REMOVED.
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BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK
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BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, MUCK AND DEBRIS.
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MINIMUM 1 SET OF TESTS FOR EACH WASTEWATER GRAVITY MAIN RUN, OR AS DIRECTED BY THE
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%%UNOTES%%U:
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4"
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MIN.
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12"
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MIN.
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12"
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MIN.
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MIN.
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12"
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24"
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MIN.
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SPECIFICATIONS OR MINIMUM 95%
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MAXIMUM DENSITY. PER AASHTO-T-180.
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AND COMPACTED PER APPROPRIATE
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2" MAX. SIZE.
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MINIMUM 98% COMPACTION.
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BEDDING MATERIAL
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COMPACTED TO MINIMUM 98% OF
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GRANULAR BACKFILL PLACED AND
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PER AASHTO-T-180. 6" MAX. LIFT.
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EXISTING GROUND
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SURFACE MATERIAL TO BE PLACED
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(MIN. 90% DENSITY IS REQUIRED FOR
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PER AASHTO-T-180.
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REMAINING BACKFILL, BASE AND
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NON-TRAFFIC AREAS OUTSIDE OF ROAD
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RIGHT OF WAYS.)
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THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION OR AS SPECIFIED IN
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SEE SEPARATE DETAILS FOR "PIPE INSTALLATION UNDER EXISTING PAVEMENT - OPEN CUT."
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THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL TRENCH SAFETY LAWS
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AND REGULATIONS.
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PERMIT/CONTRACT DOCUMENTS.
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1.
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5.
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3.
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THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION
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4.
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6.
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8.
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7.
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2.
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3/8"- 7/8" SIZING. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER
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9.
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INSPECTOR.
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5'-0"
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MIN.
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IDENTIFICATION TAPE (SEE NOTE 9)
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MIN. 36" DEEP APPROVED ROOT BARRIER 15' LONG CENTERED ON TREE
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UTILITY FACILITIES.
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10.
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ROOT BARRIER IS REQUIRED FOR APPROVED TREE INSTALLATION CLOSER THAN 10 FEET FROM
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APPROVED MAGNETIC TAPE IS REQUIRED FOR: ALL POTABLE WATER MAINS, FORCE MAINS AND RECLAIMED WATER MAINS. THE TAPE SHALL BE INSTALLED MAX. 24" BELOW FINISHED GRADE.
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IDENTIFICATION PAINT (SEE NOTE #11)
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CONTINUOUS 4" WIDE PAINT STRIPING IS REQUIRED FOR DIP/PCCP WATER MAINS (BLUE), DIP SEWER MAINS (GREEN), AND DIP RECLAIMED WATER MAINS (PURPLE).
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11.
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PERMANENT ABOVE GROUND UTILITY MARKER SHALL BE INSTALLED IF REQUIRED BY PROPERTY OWNER GRANTING THE PIPE INSTALLATION PERMIT.
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12.
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FOR PIPE INSTALLATIONS IN ROAD RIGHTS-OF-WAY, ROAD OWNER'S PERMIT SPECIFICATIONS SHALL APPLY.
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13.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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TYPICAL TRENCH DETAIL &
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ROOT BARRIER INSTALLATION
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8S
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ATTACHMENT B-2 PAGE 63 OF 140
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%%UDUCTILE IRON-MECHANICAL JOINT (FORCE MAIN)%%U
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MEGALUGS OR EQUAL
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CUT IN FITTING
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MEGALUGS OR EQUAL
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M.J. CUTTING-IN SLEEVE
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18"
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18"
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DOUBLE BELL
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%%UGRAVITY WASTEWATER MAIN%%U
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FLOW
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CUT IN WYE
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WASTEWATER LATERAL
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COUPLING
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1. MEGALUGS OR EQUAL ARE REQUIRED THROUGHOUT ASSEMBLY.
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DOUBLE BELL
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COUPLING
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MAX. 1/4" GAP (TYP.)
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DUCTILE IRON FITTINGS (WYE, TEE, SLEEVES) ARE REQUIRED FOR DUCTILE IRON AND/OR C-900 PVC MAIN.
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NOTE:
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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WASTEWATER SYSTEM
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STANDARD CUT IN DETAILS
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9S
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ATTACHMENT B-2 PAGE 64 OF 140
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I. FORCE MAINS AND GRAVITY WASTEWATER MAINS WITHIN
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2. THERE SHALL BE NO PRESSURE DROP IN THE PIPE DURING THE TEST ("ZERO" FILL-UP
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1. PRESSURE TEST PROCEDURE TO FOLLOW THE CURRENT AWWA C-600 STANDARD (150psi,
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II. FORCE MAINS OUTSIDE OF WELLFIELD PROTECTION ZONE
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WELLFIELD PROTECTION ZONE.
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(2) HOUR DURATION).
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TOLERANCE).
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NOTES:
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THIS STANDARD SHALL REFLECT ANY REVISION OF A.W.W.A. C-600. HOWEVER, THE MAXIMUM QUANTITY OF WATER ADDED SHALL NOT EXCEED 50% OF THE RECOMMENDED LIMIT PER APPLICABLE AWWA C-600 STANDARD.
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THE MAXIMUM QUANTITY OF ADDED WATER FOR A PIPELINE IS CALCULATED BY MULTIPLYING THE QUANTITY PER HOUR AS OBTAINED FROM THE ABOVE TABLE, BY THE DURATION OF THE TEST IN HOURS,AND BY THE TOTAL LENGTH OF THE LINE BEING TESTED DIVIDED BY 1,000. IF THE LINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE MAXIMUM QUANTITY ADDED WILL BE THE SUM OF THE COMPUTED QUANTITIES FOR EACH SIZE.
TO OBTAIN THE MAXIMUM QUANTITY OF WATER FOR PIPE WITH 20 FT. NOMINAL LENGTHS,
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MULTIPLY THE QUANTITY CALCULATED FROM THE TABLE BY 0.9
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PRESSURE TEST DURATION TO BE MIN. 2 HOURS.
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FORMULA BASIS: L = %%U(S) X (D) X (P) %%U X 1/2
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D = DIAMETER OF PIPE (INCHES)
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S = LENGTH OF PIPE TESTED (FEET)
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L = MAXIMUM QUANTITY OF WATER TO BE ADDED (GALLONS PER HOUR)
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P = TEST PRESSURE (P.S.I.)
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6.
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5.
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4.
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3.
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%%UNOTES%%U:
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2.
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1.
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1/2
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148,000
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PIPE DIAMETER (INCHES)
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PSI 2 3 4 6 8 10
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(MECHANICAL OR PUSH-ON JOINT, 18 FT. NOMINAL LENGTHS, PER 1000 FT.
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%%UTO MAINTAIN PRESSURE WITHIN 5 P.S.I. OF THE SPECIFIED TEST PRESSURE.
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%%UMAXIMUM QUANTITY OF WATER (GALLONS PER HOUR) THAT MAY BE SUPPLIED
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PRESSURE
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AVG. TEST
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OF PIPE)
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12
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14
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16
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24
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20
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18
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30
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36
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42
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48
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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PRESSURE TEST CRITERIA FOR GRAVITY
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WASTEWATER MAIN IN WELL FIELD & FORCE MAIN
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10S
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ATTACHMENT B-2 PAGE 65 OF 140
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1. CLEANOUTS TO BE LOCATED IN GRASS AREA WHENEVER POSSIBLE,
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2. CLEANOUTS SHALL NOT BE INSTALLED IN TRAFFIC LANES OR AREAS
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4. CLEANOUTS TO BE INSTALLED PRIOR TO WATER METER RELEASE.
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3. THE COVER TO BE MARKED "S".
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UNDER HEAVY TRAFFIC LOADS.
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THREADED P.V.C.
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PAVED SURFACE
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6" P.V.C. CLEANOUT
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1"
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CLEAN OUT RING & COVER
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FOR CEANOUT INSTALLATION PRIOR TO WATER METER INSTALLATION AS
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5. THE DEVELOPER/PROPERTY OWNER OR ASSIGNEE SHALL BE RESPONSIBLE
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SPECIFIED BY THE DEPARTMENT.
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DRIVEWAYS. SPECIAL CONSTRUCTION DETAIL WILL BE REQUIRED.
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6. A CONCRETE COLLAR MAY BE REQUIRED IF CLEANOUT IS LOCATED BETWEEN
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RECESSED PLUG
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MIN. 3' FROM EDGE OF PAVEMENT, BACK OF CURB, EDGE OF DRIVEWAY,
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LIGHT POLES, TRANSFORMERS, OR POWER POLES.
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ALONG STREETS WITH ADJACENT NON-EXCLUSIVE UTILITY EASEMENT, THE CLEANOUTS ENDING PBCWUD MAINTENANCE RESPONSIBILITY SHALL BE INSTALLED MIN. 12", MAX. 18" INTO THE EASEMENT.
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7.
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FINISHED GRADE
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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TYPICAL
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CLEANOUT INSTALLATION
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11S
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ATTACHMENT B-2 PAGE 66 OF 140
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ROTATE BEND
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LAY ON
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GRAVITY
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CLEAN OUT IS TO BE INSTALLED PER DEPARTMENT STANDARDS PRIOR TO WATER METER INSTALLATION.
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MIN. 3' AND 5' MAX. DEPTH IS REQUIRED, UNLESS PLANS SHOW OTHERWISE, FOR SERVICE LATERAL WYE
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1.
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%%UNOTES%%U:
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2.
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LIMIT OF P.B.C.W.U.D.
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6" MIN. SERVICE LINE
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FLOW
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MAX
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60
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RESPONSIBILITY
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PROPERTY LINE
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MIN. 6" PVC PIPE
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SLOPE UP TO P
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1/8" PER FOOT MIN.
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PRIVATE SERVICE (TYP.)
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CLEAN OUT
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L
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SLOPE UP TO P
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1/8" PER FOOT MIN.
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L
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MAINTENANCE (TYP.)
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6"X 6"
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END OF P.B.C.W.U.D.
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ADDITIONAL RISER AND BEND
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WHERE GREATER PIPE DEPTH
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ALTERNATE:
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TEE BRANCH
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WYE BRANCH
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AS REQUIRED
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ROTATE BENDS
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6" CLEAN OUT TO GRADE
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WASTEWATER MAIN WYE BRANCH TO MATCH MAIN PIPE MATERIAL.
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3.
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DOUBLE WYE
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CLEAN OUTS DESIGNATING THE END OF THE DEPARTMENT'S MAINTENANCE RESPONSIBILITY SHALL BE LOCATED
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WITHIN AN UTILITY EASEMENT OR RIGHT-OF WAY DEDICATED FOR UTILITIES.
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4.
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FOR INSTALLATION
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REQUIREMENTS.)
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THE DEVELOPER/PROPERTY OWNER OR ASSIGNEE SHALL BE RESPONSIBLE FOR CLEAN OUT INSTALLATION
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PRIOR TO WATER METER INSTALLATION AS SPECIFIED BY THE DEPARTMENT.
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5.
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C-900 TO SDR 35
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ADAPTER LOCATION
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(TYP.) (ALSO SEE NOTE 6)
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(SEE DETAIL
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R/W LINE
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AT THE CLEAN OUT ENDING P.B.C.W.U.D. OWNERSHIP AND MAINTENANCE RESPONSIBILITY.
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SINGLE SERVICE
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SINGLE SERVICE
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DOUBLE SERVICE
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DOUBLE SERVICE
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AS REQUIRED
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WASTEWATER
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MAIN
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UNDISTURBED
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SOIL
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6"x6" WYE FOR
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SINGLE SERVICE
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ROTATED UPWARDS
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6" PVC
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SDR26 W/CAP
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6" CLEAN OUT
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12"-18"
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FINISHED GRADE
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6"x6"x6" DOUBLE WYE
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FOR DOUBLE SERVICE
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45° PVC
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SDR35 BEND
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6" CLEAN OUT
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45° PVC
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SDR35 BEND
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FINISHED GRADE
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12"-18"
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6" SDR 26
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W/CAP
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45°
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6"x6" WYE FOR
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SINGLE SERVICE
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ROTATED UPWARDS
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6"x6" WYE FOR
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SINGLE SERVICE
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ROTATED UPWARDS
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10'x 10'
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UTILITY EASEMENT
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30°
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MIN.
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SEE MINIMUM SEPARATION STATEMENT FOR P.V.C. C-900 SDR 18 PIPE MATERIAL REQUIREMENTS AT WASTEWATER
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LATERAL/POTABLE WATER MAIN CROSSINGS.
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6.
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7.
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ALONG STREETS WITH ADJACENT NON-EXCLUSIVE UTILITY EASEMENT, THE CLEANOUT ENDING PBCWUD MAINTENANCE
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RESPONSIBILITY SHALL BE INSTALLED 1'-3' INTO THE UTILITY EASEMENT.
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MIN. 3' HORIZONTAL SEPARATION MUST BE MAINTAINED BETWEEN CLEANOUTS AND EDGE OF PAVEMENT, BACK OF CURB,
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EDGE OF DRIVEWAY, LIGHTPOLES, TRANSFORMERS, POWER POLES.
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8.
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(TYP.)
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PVC SDR 26 PIPE WITH SDR 35 FITTINGS OR AS NOTED OTHERWISE
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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TYPICAL
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WASTEWATER SERVICE CONNECTION
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12S
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ATTACHMENT B-2 PAGE 67 OF 140
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FRAME & COVER
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#4 @ 12" E.W.
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INSIDE DROPS SHALL NOT BE DESIGNED TO EXCEED 1.80 FEET AND NOT CONSTRUCTED TO EXCEED 2.0 FEET. MAX. 6" INSIDE DROP IS
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MANHOLE FABRICATION SHALL BE IN ACCORDANCE WITH ASTM C-478, LATEST STANDARD.
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FLOW CHANNELS SHALL BE PRECAST OR FIELD CONSTRUCTED TO DIRECT INFLUENT INTO FLOW STREAM. (SEE DETAIL)
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MINIMUM 5 FEET IS REQUIRED BETWEEN OUTSIDE OF MANHOLE AND A SERVICE WYE.
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PERMITTED FOR MANHOLES WITH 3 OR MORE INVERTS AND MANHOLES WITH A CHANGE IN FLOW DIRECTION OF MORE THAN 45 DEGREES.
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ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON-SHRINKING GROUT.
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ALL PIPE HOLES SHALL BE PRECAST OR CORE - DRILLED.
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8" DIAMETER PIPE: 15" HOLE FOR PVC - 10" DIAMETER PIPE: 17" HOLE FOR PVC.
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11.
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10.
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LIFT HOLES ARE PERMITTED.
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9.
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B.
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8.
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A.
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7.
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6.
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4.
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5.
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3.
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MIN.
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DEPTH GREATER THAN 6'-0"
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6"
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PRECAST CONCRETE TYPE II 4000 P.S.I. CALCAREOUS AGGREGATE REQUIRED (MIN. CaCO3 CONTENT: 65% IN LARGE AGGREGATE,
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(A.S.T.M. SPEC 20)
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EQUIVALENT WIRE MESH
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1.
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2.
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%%UNOTES%%U:
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24" MIN.
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48" MAX.
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SLOPE 3/4" /FT.
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8"
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4'-0"
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MIN.
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FINISHED GRADE
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2'-0"
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(4 1/2" MIN. CORE-DRILLED OR PVC ADAPTER)
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HOLE DIAMETER
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APPROPRIATE FOR
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SIZE OF PIPE.
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(SEE NOTE 9)
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8" CONCRETE SLAB
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(MONOLITHIC POUR WITH
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FIRST WALL SECTION).
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(10" MIN. FROM FLEXIBLE SLEEVE TO JOINT)
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(KEYED TO LOWER WALL)
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CONCRETE SECTION
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PRECAST REINFORCED
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WITH MORTAR FINISH.
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4" MIN., 16" MAX. BRICK
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2-5 COURSES
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12.
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#4 @ 12" E.W. OR
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APPROVED INFLOW PROTECTORS ARE REQUIRED.
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13.
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APPROVED INFLOW
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PROTECTOR
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OR MIN. 2, MAX. 4 PRECAST
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CONCRETE ADJUSTING RINGS
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(INSIDE AND OUTSIDE)
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50% IN CONCRETE SCREENING).
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14.
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(PAVEMENT)
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(UNPAVED AREA)
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FINISHED GRADE
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(SEE DETAIL)
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2"
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POURED IN PLACE CONC. COLLAR
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MAX. 24"
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PRIMER AND JOINT SEALANT PLACEMENT DETAIL (SEE NOTE 2)
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8" WIDE EXTERIOR MANHOLE JOINT SEAL OVER GROUT (REQUIRED BETWEEN ALL PRECAST SECTIONS)
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MIN. 1" PREPACKED NON-SHRINK GROUT (3500 psi. min.)
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APPROVED CORROSION BARRIER SYSTEM. (SEE NOTE 12)
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MANHOLES TO BE COATED INSIDE WITH AN APPROVED CORROSION BARRIER SYSTEM. SOLID THERMOPLASTIC CAST-IN LINER IS REQUIRED FOR LAST MANHOLE PRIOR TO LIFT STATION, MANHOLES DEEPER THAN 14 FT., MANHOLES WITH OUTSIDE DROP, AND MANHOLES WITH A FORCE MAIN CONNECTION. (SEE APPROPRIATE DETAILS)
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4"(TYP) OVERLAP
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3"MAX. CORBEL EXTENSION
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C. THE INSIDE AND OUTSIDE SPACE BETWEEN PIPE AND MANHOLE WALL SHALL BE FILLED WITH GROUT
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GROUT REQUIRED INSIDE AND OUTSIDE (SEE NOTE 16)
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15.
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MANHOLES IN ROADWAYS SHALL BE LOCATED OUTSIDE OF WHEEL PATHS.
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FOR PVC PIPE ENTERING MANHOLE WITH PRECAST HOLES USE THE APPROVED. PRECASTED FLEXIBLE MANHOLE SLEEVE FOR THE APPROPRIATE PIPE DIAMETER AND DIMENSION RATIO. DOUBLE BANDING IS REQUIRED FOR FLEXIBLE MANHOLE SLEEVE. CONNECTION TO A MANHOLE WITH A CORE DRILLED HOLE SHALL BE MADE USING A 5' MIN. PVC C900 DR 18 AND THE APPROVED PVC-MANHOLE ADAPTER. THE ADAPTER SHALL NOT EXTEND MORE THAN 1"INTO THE MANHOLE.
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APPROVED PRECAST OR FIELD FORMED CONCRETE FLOW CHANNEL.
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PRE-CAST BOOT
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(SEE NOTE 7)
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SPECIAL PRE-APPROVED GROUT IS REQUIRED FOR PRECAST STRUCTURES WITH ANTIMICROBIAL ADMIXTURE.
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INSTALL APPROVED JOINT SEALANT AT ALL RISER JOINTS WITH GROUT ON INSIDE AND OUTSIDE. MANHOLE SHOP DRAWINGS SHALL INCLUDE THE SIZE AND PLACEMENT OF JOINT SEALANT. AN APPROVED JOINT PRIMER SHALL BE APPLIED BY THE PRECASTER (TONGUE SECTION ONLY).
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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STANDARD MANHOLE
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13S
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ATTACHMENT B-2 PAGE 68 OF 140
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ALL STANDARD MANHOLE NOTES AND DETAILS ARE APPLICABLE
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%%UNOTE%%U:
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8"
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8"
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6"
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4'-0"
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6'-0" USE STANDARD MANHOLE
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MINIMUM DEPTH 4'-6"
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IF DEPTH TO INVERT IS GREATER THAN
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18"MIN.
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24"MAX.
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2'-0"
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MIN.
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8"
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(TYP.)
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APPROVED EXTERIOR MANHOLE JOINT SEAL (REQUIRED BETWEEN ALL PRECAST SECTIONS)
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CORBEL EXTENSION 3" MAX. (TYP.)
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MIN. 1" PREPACKED NON-SHRINK GROUT (3500 psi. min.)
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APPROVED CORROSION BARRIER SYSTEM.
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APPROVED INFLOW PROTECTOR
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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SHALLOW MANHOLE
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14S
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ATTACHMENT B-2 PAGE 69 OF 140
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STANDARD ELBOW
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(SEE NOTE 7)
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RISER STEEL
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STANDARD "T" BRANCH
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ALL DETAILS AND SPECIFICATIONS FOR STANDARD MANHOLES ARE APPLICABLE
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EXCEPT FOR REFERENCES TO DROP ASSEMBLY AND CAST IN LINERS.
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THE PRECAST BASE SHALL EXTEND FULLY UNDER THE DROP ASSEMBLY.
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MASONRY CONSTRUCTION ABOVE THE EXTENDED PRECAST BASE, IF FILLED WITH
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CONCRETE, IS PERMISSIBLE.
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BRICK AND CONCRETE RUBBLE ARE PERMITTED AS FILLER IN DROP ENCASEMENT.
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DROP CONNECTIONS SHALL BE REQUIRED WHENEVER AN INFLUENT INVERT IS
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LOCATED 2.0 FEET OR MORE ABOVE THE MAIN INVERT CHANNEL. DROP
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CONNECTIONS SHOULD NOT BE DESIGNED FOR LESS THAN A 2.4 FOOT DROP.
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%%UNOTES%%U:
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6"
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8"
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4'-0"
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MIN. 34"
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8"
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6"
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MIN. 15"
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MIN. 6"
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1.
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2.
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3.
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4.
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5.
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6.
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RISER STEEL TO BE CAST IN PLACE WITH BASE (4 RODS) OR USE 4 - 1/2" DIA.
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COIL LOOP INSERTS CAST IN PLACE WITH BASE (TO BE USED WITH 1/2" COIL RODS).
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COIL LOOP INSERTS TO BE "DAYTON SUPERIOR" B16, 1/2"X 4" OR APPROVED EQUAL.
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7.
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8"
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APPROVED EXTERIOR MANHOLE JOINT SEAL (REQUIRED BETWEEN ALL PRECAST SECTIONS)
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MIN. 1" PREPACKED NON-SHRINK GROUT (3500 psi. min.)
PVC SDR 26 PIPE WITH PVC SDR 35 FITTINGS SHALL BE UTILIZED IN THE DROP ASSEMBLY.
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APPROVED INFLOW PROTECTOR
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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DROP CONNECTION PRECAST MANHOLE
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15S
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ATTACHMENT B-2 PAGE 70 OF 140
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6.
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5.
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4.
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3.
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2.
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1.
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%%UNOTES%%U:
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PROPERLY SHAPED INVERT CHANNELS AND SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVATIONS TO PROVIDE FOR SMOOTH FLOWS. SERVICE LATERALS SHALL NOT ENTER MANHOLES UNLESS SPECIFIED ON PLANS AND THEN MUST BE TREATED AS MAINS (ELEVATIONS SHOWN, PRECAST HOLE, FLOW CHANNEL) APPROVED PRECAST POLYPROPYLENE OR FIBER REINFORCED POLYMER (FRP) FLOW CHANNELS WITH INTEGRATED PIPE INVERTS (SEE SEPARATE DETAILS), PRECAST CONCRETE FLOW CHANNELS, OR FIELD INSTALLED CONCRETE FLOW CHANNELS ARE REQUIRED. SIDEWALLS OF FLOW CHANNELS SHALL BE AT LEAST HALF OF PIPE HEIGHT AT ALL POINTS. NO INSIDE DROP LARGER THAN 6" SHALL BE ALLOWED WITH 3 OR 4 INVERTS AND MANHOLES WITH A CHANGE OF DIRECTION OF FLOW OF MORE THAN 45 DEGREES. THE FIELD APPLIED CORROSION BARRIER SYSTEM SHALL BE INSTALLED AFTER INVERT CHANNEL CONSTRUCTION UNLESS PRECAST THERMOPLASTIC BASELINER IS USED. THE FIELD APPLIED CORROSION BARRIER MAY NOT BE APPLIED TO THE FLOW CHANNEL.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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INVERT FLOW CHANNELS
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16S
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ATTACHMENT B-2 PAGE 71 OF 140
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Y
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T
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N
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U
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O
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C
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H
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C
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A
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E
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B
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M
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L
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A
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P
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W
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A
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T
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E
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R
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U
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T
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I
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L
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I
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T
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E
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S
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D
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E
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P
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T
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.
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S
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A
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N
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T
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A
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R
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Y
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S
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E
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W
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E
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R
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%%UFRAME
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%%UCOVER
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PICK HOLE
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COLLAR IS REQUIRED ONLY WHEN MANHOLE IS OUT OF PAVEMENT.
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STANDARD FRAME AND COVER SIZE SHALL BE SEVEN INCHES (7"). A 4" FRAME MAY
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ONLY BE USED WITH PRIOR APPROVAL.
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%%UNOTES%%U:
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1.
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2.
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A STEEL MANHOLE RISER, APPROVED PRECAST CONCRETE ADJUSTING RINGS OR ADDITIONAL
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BRICKS MAY BE USED TO ELEVATE EXISTING MANHOLE COVERS TO RESURFACED GRADE
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3.
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COVER SHALL FIT FLUSH WITH THE FRAME WITH THE INFLOW PROTECTOR INSTALLED.
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4.
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2"
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FINISHED GRADE
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(MAX. 4" HEIGHT).
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5'x 5'x 5" POURED IN PLACE CONCRETE COLLAR WITH WIRE MESH REINFORCING
PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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GRAVITY SEWER MANHOLE FRAME & COVER
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17S
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ATTACHMENT B-2 PAGE 72 OF 140
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#4 @ 12" E.W.
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10.
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9.
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8.
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4.
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6.
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7.
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3.
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DEPTH GREATER THAN 6'-0"
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6"
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ASTM C-478 LATEST REV.
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2.
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%%UNOTES%%U:
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24" MIN.
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48" MAX.
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SLOPE 3/4" /FT.
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4'-0"
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MIN.
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FINISHED GRADE
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PRECAST HOLE WITH CAST IN LINER
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SLEEVE SIZED FOR APPROPRIATE
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PIPE AND FLEXIBLE CONNECTOR
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(SEE DETAIL)
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8" CONCRETE SLAB
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(MONOLITHIC POUR WITH
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FIRST WALL SECTION).
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10" MIN. FROM FLEXIBLE SLEEVE TO JOINT
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11.
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WALL REINFORCING PER
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12.
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13.
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(PAVEMENT)
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(UNPAVED AREA)
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FINISHED GRADE
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2"
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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2"
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6"
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MIN.
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5.
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14.
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NOTE: 14
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1.
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8"
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MIN. 1" PREPACKED NON-SHRINK GROUT (3500 psi. min.) OUTSIDE ONLY
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APPROVED POLYPROPYLENE LINER, MIN. 2mm CAST IN
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GROUT INSIDE AND OUTSIDE
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APPROVED EXTERIOR MANHOLE JOINT SEAL REQUIRED BETWEEN ALL PRECAST SECTIONS. TO BE INSTALLED OVER GROUT PER MANUFACTURES SPECIFICATIONS
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APPROVED INFLOW PROTECTOR
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FRAME & COVER (SEE DETAIL)
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POURED IN PLACE
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APPROVED 24" INSIDE DIAMETER PRECAST CONCRETE ADJUSTING RINGS WITH GROUT (MIN. 2 RINGS) MIN. 4", MAX. 16". (SEE NOTE 13)
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PRECAST REINFORCED CONCRETE SECTION (KEYED TO LOWER WALL)
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15.
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CONC. COLLAR
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"TURN-BACK" JOINT (SEE DETAIL 28S)
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CAP STRIP (SEE NOTE 15)
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16.
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PRECAST CONCRETE FLOW CHANNEL, FIELD INSTALLED CONCRETE CHANNEL OR CAST-IN PP/FRP BASE LINER (SEE DETAIL)
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APPROVED HYDROPHILIC WATER STOP 3/8" BEAD ALL AROUND
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PRECAST CONCRETE TYPE II 4000 P.S.I. CALCAREOUS AGGREGATE REQUIRED (MIN. CaCO3 CONTENT: 65% IN LARGE AGGREGATE, 50% IN CONCRETE SCREENING). APPROVED PRIMER AND SEALANT GASKET AT ALL RISER JOINTS. SEALANT GASKET SIZE AND PLACEMENT SHALL BE CALLED OUT ON SHOP DRAWINGS. PRIMER TO BE APPLIED BY THE PRECASTER (TONGUE SECTION ONLY). ALL PIPE OPENINGS SHALL BE GAS TIGHT AND WATER TIGHT WITH NO EXPOSED CONCRETE SURFACES. CAST OPENINGS SHALL BE MANUFACTURED WITH A POLYPROPYLENE SLEEVE CAST IN. APPROVED FLEXIBLE MANHOLE CONNECTORS SHALL BE USED AT PIPE CONNECTIONS. HOLE SIZE PER BOOT MANUFACTURER'S SPECIFICATIONS. DOUBLE PIPE CLAMPS MUST BE INSTALLED ON FLEXIBLE SLEEVES WHERE REQUIRED BY BOOT MANUFACTURERS INSTALLATION INSTRUCTIONS. CORED PIPE OPENINGS SHALL BE INSTALLED PER DETAIL. APPROVED FLEXIBLE CONNECTOR WILL BE INSTALLED ONTO POLY-PROPYLENE WALL SLEEVE. WALL SLEEVE SHALL BE EPOXIED INTO CORED OPENING AND THERMAL WELDED TO WALL LINER. FLOW CHANNELS SHALL BE CONSTRUCTED TO DIRECT INFLUENT INTO FLOW STREAM. APPROVED CAST-IN PP/FRP BASE LINER IS ACCEPTABLE (SEE DETAIL). LIFT HOLES ARE PERMITTED. INSIDE DROPS SHALL NOT BE DESIGNED TO EXCEED 1.80 FEET AND NOT CONSTRUCTED TO EXCEED 2.0 FEET. MAX. 6" INSIDE DROP IS PERMITTED FOR MANHOLES WITH 3 OR MORE INVERTS AND MANHOLES WITH A CHANGE IN FLOW DIRECTION OF MORE THAN 45 DEGREES. MANHOLE FABRICATION SHALL BE IN ACCORDANCE WITH ASTM C-478, LATEST STANDARD. MINIMUM 5 FEET IS REQUIRED BETWEEN OUTSIDE OF MANHOLE AND SERVICE WYE OR ANY PIPE JOINT. ONLY APPROVED THERMOPLASTIC LINER SYSTEM SHALL BE USED. LINERS MUST BE WELDED BY LINER MFG CERTIFIED WELDERS AND BE CAST INTO THE MANHOLE BY A LINER MANUFACTURER CERTIFIED PRECASTER. APPROVED INFLOW PROTECTORS ARE REQUIRED. MAXIMUM HEIGHT OF CHIMNEY SHALL NOT EXCEED 24" (INCLUDING FRAME CASTING). SEAL INVERT BENCH AND CHANNEL TO WALL LINER WITH 3M WEATHERBAN 5354 SEALANT TAPE OR APPROVED EQUAL. MIN. 4" WIDE FIELD WELDED CAP STRIP IS REQUIRED FOR ALL JOINTS. SOLID THERMOPLASTIC CAST-IN LINER IS REQUIRED FOR LAST MANHOLE PRIOR TO LIFT STATION. MANHOLES DEEPER THAN 14 FT., MANHOLES WITH OUTSIDE DROP, AND MANHOLES WITH A FORCE MAIN CONNECTION. (SEE APPROPRIATE DETAILS) MANHOLES IN ROADWAYS SHALL BE LOCATED OUTSIDE OF WHEEL PATHS.
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3" MAX .CORBEL EXTENSION W/ POLYESTER BACKED LINER
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24" MH
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OPENING
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17.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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18S
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WITH CAST-IN LINER
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STANDARD MANHOLE
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ATTACHMENT B-2 PAGE 73 OF 140
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%%UNOTES%%U:
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8"
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8"
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6"
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4'-0"
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6'-0" USE STANDARD MANHOLE WITH
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MINIMUM DEPTH 4'-6"
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IF DEPTH TO INVERT IS GREATER THAN
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8"
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APPROVED POLYPROPYLENE
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LINER, MIN. 2mm CAST IN
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2"
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APPROVED HYDROPHILIC
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WATERSTOP, 3/8" BEAD
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ALL AROUND
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3" MAX .CORBEL EXTENSION W/ POLYESTER BACKED LINER
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POLYPROPYLENE LINER SYSTEM
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MIN.
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CONNECTOR (SEE DETAIL)
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APPROPRIATE PIPE AND FLEXIBLE
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LINER SLEEVE SIZED FOR
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PRECAST HOLE WITH CAST-IN
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MIN. 1" PREPACKED NON-SHRINK GROUT (3500 psi. min.) OUTSIDE ONLY
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24"MAX.
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GROUT (INSIDE AND OUTSIDE)
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APPROVED 24" INSIDE DIAMETER PRECAST CONCRETE ADJUSTING RINGS WITH GROUT (MIN. 2 RINGS) MIN. 4", MAX. 16". SEE NOTE 13 ON "STANDARD MANHOLE WITH CAST-IN LINER" DETAIL
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ALL "STANDARD MANHOLE WITH POLYPROPYLENE LINER SYSTEM" NOTES AND DETAILS ARE APPLICABLE. SEAL INVERT BENCH AND CHANNEL TO WALL LINER WITH 3M WEATHERBAN 5354 SEALANT TAPE (OR APPROVED EQUAL). SEE SEPARATE DETAIL FOR OPTIONAL CAST-IN POLYPROPYLENE OR FIBER REINFORCED POLYMER BASE LINER.
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1.
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2.
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APPROVED INFLOW PROTECTOR
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3.
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24" MH
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OPENING
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WELDED CAP STRIP
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EXTERIOR MANHOLE JOINT SEAL OVER GROUT (TYP)
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"TURN-BACK" JOINT (SEE DETAIL)
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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19S
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WITH CAST-IN LINER
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SHALLOW MANHOLE
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ATTACHMENT B-2 PAGE 74 OF 140
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SDR 35 TEE
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THE MAIN INVERT CHANNEL. DROP CONNECTIONS SHOULD NOT BE DESIGNED FOR LESS THAN A 2.4 FOOT DROP.
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DROP CONNECTIONS SHALL BE REQUIRED WHENEVER AN INFLUENT INVERT IS LOCATED 2.0 FEET OR MORE ABOVE
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PRECAST DROP ENCASEMENT REQUIRED UP TO TOP EDGE OF 90 DEGREE ELBOW, BRICK AND CONCRETE RUBBLE
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THE PRECAST BASE SHALL EXTEND FULLY UNDER THE DROP ASSEMBLY.
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APPLICABLE EXCEPT FOR REFERENCES TO DROP ASSEMBLY.
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ALL DETAILS AND SPECIFICATIONS FOR "STANDARD MANHOLE WITH SOLID POLYPROPYLENE LINER SYSTEM" ARE
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7.
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5.
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4.
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3.
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2.
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%%UNOTES%%U:
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1.
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8"
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6"
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MIN. 34"
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4'-0"
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SDR 35 ELBOW
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8"
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RISER STEEL
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(SEE NOTE 6)
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MIN. 6"
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MIN. 15"
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APPROVED POLY-
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PROPYLENE LINER,
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MIN. 2mm CAST IN
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ALL AROUND
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WATERSTOP, 3/8" BEAD
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APPROVED HYDROPHILIC
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V
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PRECAST HOLE WITH CAST-IN LINER SLEEVE SIZED FOR APPROPRIATE PIPE AND FLEXIBLE CONNECTOR (SEE DETAILS AND NOTE 10)
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MIN.
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ARE PERMITTED AS FILLER IN REMAINDER OF DROP ENCASEMENT.
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6"
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EXTERIOR MANHOLE JOINT SEAL OVER GROUT (TYP.)
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MIN. 1" PREPACKED NON-SHRINK GROUT (3500 psi. min.) OUTSIDE ONLY
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V
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3" MAX. CORBEL EXTENSION W/ POLYESTER BACKING
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PVC SDR 26 OR AS NOTED OTHERWISE
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PVC SDR 26 PIPE WITH PVC SDR 35 FITTINGS SHALL BE UTILIZED IN THE DROP ASSEMBLY.
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APPROVED INFLOW PROTECTOR
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6.
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DROP ENCASEMENT REINFORCING STEEL TO BE CAST IN PLACE WITH BASE (4 RODS) OR USE 4-1/2"
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DIA. COIL LOOP INSERTS CAST IN PLACE WITH BASE (TO BE USED WITH 1/2" COIL RODS). COIL LOOP
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INSERTS TO BE "DAYTON SUPERIOR" B16, 1/2"X 4" OR APPROVED EQUAL.
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MIN. 4" WIDE FIELD WELDED CAP STRIP IS REQUIRED OVER ALL JOINTS.
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8.
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SEAL INVERT BENCH AND CHANNEL TO WALL LINER WITH 3M WEATHERBAN 5354 SEALANT TAPE (OR APPROVED EQUAL).
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9.
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APPROVED CAST-IN FLEXIBLE SEALING GASKET (BY A-LOCK PRODUCTS INC. OR APPROVED EQUAL) WITH "TURN- BACK" LINER HOLE SLEEVE WELDED TO WALL LINER (SEE DETAILS AND NOTE 10)
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SEE SEPARATE DETAIL FOR OPTIONAL CAST-IN POLYPROPYLENE OR FIBER REINFORCED POLYMER BASE LINER.
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WELDED CAP STRIP
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6" OR MORE PREFERABLE (4.5" MIN.)
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24" MH
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OPENING
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APPROVED 24" INSIDE DIAMETER PRECAST CONCRETE ADJUSTING RINGS WITH GROUT (MIN 2 RINGS) MIN 4", MAX 16". SEE NOTE 13 ON "STANDARD MANHOLE WITH CAST-IN LINER" DETAIL
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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20S
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WITH CAST-IN LINER
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OUTSIDE DROP MANHOLE
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ATTACHMENT B-2 PAGE 75 OF 140
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& PER FLEXIBLE SLEEVE SPECS.
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SIZE VARIES PER PIPE SIZE
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3"
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3"
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POSITION APPROVED FLEXIBLE CONNECTOR TO LAP END OF HOLE SLEEVE
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2mm POLYPROPYLENE HOLE SLEEVE
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WELD MIN. 4" WIDE HOLE SLEEVE TO BACK OF WALL LINER PRIOR TO CASTING
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DOUBLE STAINLESS STEEL PIPE CLAMPS
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ADEKA P-201 ULTRASEAL WATERSTOP OR APPROVED EQUAL, 3/8" BEAD ALL AROUND
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GROUT INSIDE AND OUTSIDE
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APPROVED MINIMUM 2mm THICK POLYPROPYLENE LINER (ALTERNATIVE ANCHORING SYSTEM MAY BE USED)
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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21S
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PIPE TO MANHOLE CONNECTION - TYPE "A"
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ATTACHMENT B-2 PAGE 76 OF 140
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WELD HOLE SLEEVE TO BACK OF WALL LINER PRIOR TO CASTING
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MINIMUM 2mm SOLID POLYPROPYLENE CAST-IN LINER
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APPROVED POLYISOPRENE SEALING GASKET. SEE NOTE # 3
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INJECTION MOLDED WATERSTOP ADEKA P-201 ULTRASEAL OR APPROVED EQUAL, 3/8" BEAD ALL AROUND FOR WATERSTOP
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CAST-IN BELL WITH COMPRESSION SEAL GASKET
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GASKET UNTIL REACHING PIPESTOP
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4) CHECK FOR WATERTIGHT CONNECTION
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3) LUBRICATE PIPE SPIGOT AND SLIDE INTO BELL AND
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2) INSTALL GASKET AS SHOWN
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1) CLEAN BELL
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INSTALLATION:
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DO NOT LUBRICATE THE GASKET OR THE BELL
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NOTES: NOTES: 1)MANHOLE SHOP DRAWINGS SHALL IDENTIFY THE TYPE OF MANHOLE/PIPE CONNECTION. MANHOLE SHOP DRAWINGS SHALL IDENTIFY THE TYPE OF MANHOLE/PIPE CONNECTION. 2)MANHOLE SHOP DRAWINGS SHALL IDENTIFY THE PIPE SIZE, TYPE, GASKET TYPE, AND HOLE SIZE. MANHOLE SHOP DRAWINGS SHALL IDENTIFY THE PIPE SIZE, TYPE, GASKET TYPE, AND HOLE SIZE. 3)ONLY THE POLYISOPRENE GASKET SUPPLIED BY THE BELL MANUFACTURER SHALL BE USED IN ONLY THE POLYISOPRENE GASKET SUPPLIED BY THE BELL MANUFACTURER SHALL BE USED IN COMPRESSION TYPE BELLS. 4)GASKET GLAND VARIES ACCORDING TO PIPE SIZE AND TYPE. GASKET GLAND VARIES ACCORDING TO PIPE SIZE AND TYPE. 5)HOLE SLEEVES AND BELL CONNECTORS SHALL EXTEND TO THE OUTER PROFILE OF THE HOLE SLEEVES AND BELL CONNECTORS SHALL EXTEND TO THE OUTER PROFILE OF THE CONCRETE STRUCTURE AT MINIMUM PROVIDING A COMPLETELY LINED SURFACE WHERE THE GASKET AND HOLE LINER MATE TOGETHER.
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8"
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APPROVED CAST IN BELL
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GASKET GLAND SEE NOTE # 4
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PIPE GLAND EQUAL TO O.D. OF SPECIFIED PIPE
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PIPE STOP
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ADEKA P-201
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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22S
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PIPE TO MANHOLE CONNECTION - TYPE "B"
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ATTACHMENT B-2 PAGE 77 OF 140
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MINIMUM 2mm SOLID POLYPROPYLENE CAST IN LINER
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3"
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GROUT INSIDE AND OUTSIDE
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WELD HOLE SLEEVE (TURN BACK) TO BACK OF WALL LINER PRIOR TO CASTING
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DOUBLE STAINLESS STEEL PIPE CLAMPS
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MINIMUM 2mm SOLID POLYPROPYLENE HOLE SLEEVE WITH INJECTION MOLDED WATERSTOP ADEKA P-201 ULTRASEAL OR APPROVED EQUAL, 3/8" BEAD ALL AROUND FOR WATERSTOP
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& PER FLEXIBLE SLEEVE SPECS.
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SIZE VARIES PER PIPE SIZE
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POSITION APPROVED FLEXIBLE CONNECTOR TO LAP END OF HOLE SLEEVE
DO NOT LUBRICATE THE BOOT CONNECTOR OR THE BOOT HUB
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5) SECURE AND BACKFILL WITH PROPER MATERIAL AS SPECIFIED
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6) CHECK FOR WATERTIGHT CONNECTION
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NOTES: NOTES: 1)MANHOLE SHOP DRAWINGS SHALL IDENTIFY THE TYPE OF MANHOLE/PIPE CONNECTION. MANHOLE SHOP DRAWINGS SHALL IDENTIFY THE TYPE OF MANHOLE/PIPE CONNECTION. 2)MANHOLE SHOP DRAWINGS SHALL IDENTIFY THE PIPE SIZE, TYPE, GASKET TYPE, AND HOLE SIZE. MANHOLE SHOP DRAWINGS SHALL IDENTIFY THE PIPE SIZE, TYPE, GASKET TYPE, AND HOLE SIZE. 3)ONLY THE POLYISOPRENE GASKET SUPPLIED BY THE BELL MANUFACTURER SHALL BE USED IN ONLY THE POLYISOPRENE GASKET SUPPLIED BY THE BELL MANUFACTURER SHALL BE USED IN COMPRESSION TYPE BELLS. 4)GASKET GLAND VARIES ACCORDING TO PIPE SIZE AND TYPE. GASKET GLAND VARIES ACCORDING TO PIPE SIZE AND TYPE. 5)HOLE SLEEVES AND BELL CONNECTORS SHALL EXTEND TO THE OUTER PROFILE OF THE HOLE SLEEVES AND BELL CONNECTORS SHALL EXTEND TO THE OUTER PROFILE OF THE CONCRETE STRUCTURE AT MINIMUM PROVIDING A COMPLETELY LINED SURFACE WHERE THE GASKET AND HOLE LINER MATE TOGETHER.
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8"
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ADEKA P-201
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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23S
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PIPE TO MANHOLE CONNECTION - TYPE "C"
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ATTACHMENT B-2 PAGE 78 OF 140
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NOTE: THERMAL WELDING AND EPOXY OF THE SLEEVE TO BE PERFORMED BY A CONTRACTOR CERTIFIED BY THE LINER MANUFACTURER
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DOUBLE STAINLESS STEEL PIPE CLAMPS
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POSITION BOOT IN EPOXIED HOLE SLEEVE. TIGHTEN EXPANSION BAND PER BOOT MFGR'S SPECS. NOTE: SPECIAL SIZE BOOT EXPANSION BAND MAY BE REQ'D DUE TO REDUCTION IN HOLE DIAMETER DUE TO INSTALLATION OF EPOXIED SLEEVE.
PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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CORED HOLE W/ FLEX. CONNECTOR & TURNBACK
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SLEEVE POLYPROPYLENE LINER SYSTEM CAST-IN
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24S
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ATTACHMENT B-2 PAGE 79 OF 140
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APPROVED MINIMUM 2mm THICK POLYPROPYLENE LINER (ALTERNATIVE ANCHORING SYSTEM MAY BE USED)
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3"
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ALOK FLEXIBLE GASKET OR APPROVED EQUAL CREATING A COMPRESSION SEAL BETWEEN THE PIPE AND THE POLYPROPYLENE HOLE TURNBACK SLEEVE
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SIZE VARIES PER PIPE SIZE
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& PER FLEXIBLE SLEEVE SPECS.
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WELD MIN. 4" WIDE HOLE SLEEVE TO BACK OF WALL LINER PRIOR TO CASTING.
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ADEKA P-201 ULTRASEAL WATERSTOP OR APPROVED EQUAL, 3/8" BEAD ALL AROUND
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GROUT INSIDE
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6/2019
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25S
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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LOWER INVERT
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ATTACHMENT B-2 PAGE 80 OF 140
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REVISION/ISSUE DATE
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PIPE TO DROP MANHOLE CONNECTION
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%%UNOTE%%U:
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THIS STYLE WATERSTOP IS USED ON STRUCTURES CAST WITH A
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MONOLITHICALLY POURED BOTTOM SLAB.
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ADEKA P-201 ULTRA SEAL HYDROPHILIC WATERSTOP OR APPROVED EQUAL 3/8" BEAD ALL AROUND
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APPROVED MINIMUM 2mm THICK POLYPROPYLENE LINER (ALTERNATIVE ANCHORING SYSTEM MAY BE USED)
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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26S
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BASE MANHOLE SECTION WATERSTOP DETAIL
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ATTACHMENT B-2 PAGE 81 OF 140
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INSIDE DIAMETER
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VARIES
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* JOINT DESIGN VARIES BASED ON PRODUCT DIAMETER & PRECAST MFG.'S JOINT EQUIPMENT
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VARIES*
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EXTRUSION WELD AFTER CAST
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TACK WELD PRIOR TO CAST
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SEALANT GASKET (SEE NOTE 2)
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1 7/8" MINIMUM
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2mm PPR "TURNBACK" EXTRUSION WELDED TO WALL LINER
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APPROVED MINIMUM 2mm THICK POLYPROPYLENE LINER (ALTERNATIVE ANCHORING SYSTEM MAY BE USED)
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VARIES
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8" WIDE EXTERIOR MANHOLE JOINT SEAL OVER GROUT
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MIN. 4" WIDE FIELD WELDED CAP STRIP OVER ALL MANHOLE JOINTS
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NOTES: LINER WELDING SHALL BE PERFORMED EXCLUSIVELY BY LICENSED, CERTIFIED WELDERS. STRUCTURE SHOP DRAWINGS SHALL CALL OUT THE SIZE, TYPE AND PLACEMENT OF THE JOINT SEALANT. JOINT PRIMER TO BE APPLIED BY THE PRECASTER (TONGUE SECTION ONLY).
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2.
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BASE SECTION
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RISER SECTION
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SEALANT SETBACK 1/4" (TYP.)
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PRIMER (SEE NOTE 3)
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3.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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TURN BACK JOINT INSTALLED PRIOR TO CAST
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27S
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ATTACHMENT B-2 PAGE 82 OF 140
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NOTES: THE "AFTER CAST" "TURNBACK" JOINT IS USED WHEN THE "PRIOR TO CAST" "TURNBACK" JOINT IS NOT FEASIBLE. LINER WELDING SHALL BE PERFORMED EXCLUSIVELY BY LICENSED, CERTIFIED WELDERS. STRUCTURE SHOP DRAWINGS SHALL CALL OUT THE SIZE, TYPE AND PLACEMENT OF THE JOINT SEALANT. JOINT PRIMER TO BE APPLIED BY THE PRECASTER (TONGUE SECTION ONLY).
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2.
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3.
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INSIDE DIAMETER
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VARIES
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* JOINT DESIGN VARIES BASED ON PRODUCT DIAMETER & PRECAST MFG.'S JOINT EQUIPMENT
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VARIES*
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APPROVED MINIMUM 2mm THICK POLYPROPYLENE LINER (ALTERNATIVE ANCHORING SYSTEM MAY BE USED)
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VARIES
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8" WIDE EXTERIOR MANHOLE JOINT SEAL OVER GROUT
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BASE SECTION
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RISER SECTION
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SEALANT SETBACK 1/4" (TYP.)
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PRIMER (SEE NOTE 4)
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EXTRUSION WELD AFTER CAST
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SEALANT GASKET (SEE NOTE 3)
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1 7/8" MINIMUM
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MIN. 4" WIDE FIELD WELDED CAP STRIP OVER ALL MANHOLE JOINTS
2mm POLYESTER BACKED POLYPROPYLENE FLANGE EPOXIED TO TOP OF JOINT TONGUE AFTER CAST. FLANGE IS THERMAL WELDED TO WALL LINER.
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4.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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TURN BACK JOINT INSTALLED AFTER CAST
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28S
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ATTACHMENT B-2 PAGE 83 OF 140
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RUB'R NEK (RU 106) OR APPROVED EQUAL AT ALL RISER JOINTS. SIZES TO BE SPECIFIED ON SHOP DRAWINGS.
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INSIDE DROPS SHALL NOT BE DESIGNED TO EXCEED 1.80 FEET AND NOT CONSTRUCTED TO EXCEED 2.0 FEET. MAX. 6" INSIDE
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MANHOLE FABRICATION SHALL BE IN ACCORDANCE WITH ASTM C-478, LATEST STANDARD.
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FLOW CHANNELS SHALL DIRECT INFLUENT INTO FLOW STREAM. (SEE DETAIL)
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MINIMUM 5 FEET IS REQUIRED BETWEEN OUTSIDE OF MANHOLE AND SERVICE WYE.
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DROP IS PERMITTED FOR MANHOLES WITH 3 OR MORE INVERTS AND MANHOLES WITH A CHANGE IN FLOW DIRECTION OF MORE
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ALL PIPE OPENINGS SHALL BE GAS TIGHT AND WATER TIGHT WITH NO EXPOSED CONCRETE SURFACES.
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CAST OPENINGS SHALL BE MANUFACTURED WITH A POLYPROPYLENE SLEEVE CAST IN. APPROVED FLEXIBLE MANHOLE CONNECTORS
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10.
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9.
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LIFT HOLES ARE PERMITTED.
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8.
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4.
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6.
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7.
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3.
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PRECAST CONCRETE TYPE II 4000 P.S.I. CALCAREOUS AGGREGATE REQUIRED (MIN. CaCO3 CONTENT: 65% IN LARGE AGGREGATE,
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2.
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%%UNOTES%%U:
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11.
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MANHOLES SHALL BE LINED INSIDE WITH AN APPROVED POLYPROPYLENE LINER SYSTEM. LINERS MUST BE WELDED BY LINER MFG
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THAN 45 DEGREES.
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APPROVED INFLOW PROTECTORS ARE REQUIRED.
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12.
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50% IN CONCRETE SCREENING).
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13.
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SHALL BE USED AT PIPE CONNECTIONS. HOLE SIZE PER BOOT MANUFACTURER'S SPECIFICATIONS. DOUBLE PIPE CLAMPS MUST BE
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CORED PIPE OPENINGS SHALL BE INSTALLED PER DETAIL. APPROVED FLEXIBLE CONNECTOR WILL BE INSTALLED ONTO POLY-
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5.
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INSTALLED ON FLEXIBLE SLEEVES WHERE REQUIRED BY BOOT MANUFACTURER'S INSTALLATION INSTRUCTIONS.
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PROPYLENE WALL SLEEVE. WALL SLEEVE SHALL BE EPOXIED INTO CORED OPENING AND THERMAL WELDED TO WALL LINER.
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CERTIFIED WELDERS AND BE CAST INTO THE MANHOLE BY A LINER MANUFACTURER CERTIFIED PRECASTER.
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1.
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MAXIMUM HEIGHT OF CHIMNEY SHALL NOT EXCEED 24" (INCLUDING FRAME CASTING).
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8"
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6"
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4'-0"
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8"
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8"
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APPROVED PRECAST CONCRETE ADJUSTING RINGS W/ GROUT MIN. 4", MAX. 16" SEE NOTE 13
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PRECAST REINFORCED CONCRETE SECTION (KEYED TO LOWER WALL)
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8" CONCRETE SLAB (MONOLITHIC POUR WITH THE FIRST WALL SECTION)
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#4 @ 12" E.W.
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WALL REINFORCEMENT PER ASTM C-478 LATEST REV.
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MIN. 1" PREPACKED NON-SHRINK GROUT. (3500 psi. min.) OUTSIDE ONLY
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APPROVED INFLOW PROTECTOR
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POURED IN PLACE CONCRETE COLLAR (IF APPLICABLE, SEE DETAIL)
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FRAME & COVER SEE DETAIL
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FINISHED GRADE (UNPAVED AREA)
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10" MIN. FROM SLEEVE TO JOINT
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APPROVED CAST IN BELL MONOLITHICALLY ATTACHED TO THE MANHOLE BASE LINER W/ APPROVED FLEXIBLE SEALING GASKET. SEE DETAILS
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FINISHED GRADE (PAVEMENT)
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"TURN-BACK" JOINT (SEE DETAIL)
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48" MAX.
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24" MIN.
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2'-0" MIN.
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DEPTH GREATER THAN 6'-0"
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APPROVED CAST-IN MANHOLE BASE LINER (SEE DETAILS)
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APPROVED POLYPROPYLENE LINER. MIN. 2mm CAST-IN
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4'-0" MIN
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1:10
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3" MAX CORBEL EXTENSION
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APPROVED EXTERIOR MANHOLE JOINT SEAL REQUIRED BETWEEN ALL PRECAST SECTIONS. TO BE INSTALLED OVER GROUT PER MANUFACTURER'S SPECIFICATIONS
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APPROVED THERMO-PLASTIC CHIMNEY LINER SHALL COMPLETELY COVER THE PRECAST CONCRETE GRADE RINGS AND SHALL BE
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14.
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SEALED TO THE CORBEL LINER BY MEANS OF AN APPROVED POLYISOPRENE LIP SEAL GASKET AND SEALED TO THE RING
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USING APPROVED BUTYL STRIPS. SEE DETAILS.
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SOLID THERMO-PLASTIC CAST-IN LINER SYSTEM IS REQUIRED FOR LAST MANHOLE PRIOR TO A LIFT STATION, MANHOLES DEEPER
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15.
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THAN 14 FEET, MANHOLES WITH AN OUTSIDE DROP, AND MANHOLES WITH A FORCE MAIN CONNECTION. SEE APPROPRIATE DETAILS.
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BY LICENSED CONTRACTOR.
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WELDED CAP STRIP
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MANHOLES IN ROADWAYS SHALL BE LOCATED OUTSIDE OF WHEEL PATHS.
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16.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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STANDARD MANHOLE WITH CAST-IN LINER
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AND BASE LINER
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29S
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ATTACHMENT B-2 PAGE 84 OF 140
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APPROVED 24" INSIDE DIAMETER PRECAST CONCRETE ADJUSTING RINGS WITH GROUT (MIN. 2 RINGS) MIN. 4", MAX. 16". (SEE NOTE 13 ON "STANDARD MANHOLE WITH CAST-IN LINER" DETAIL)
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3" MAX CORBEL EXTENSION W/ POLYESTER BACKED LINER
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"TURN-BACK" JOINT (SEE DETAIL)
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APPROVED CAST-IN BELL MONOLITHICALLY ATTACHED TO THE MANHOLE BASE LINER W/ APPROVED FLEXIBLE SEALING GASKET (SEE DETAIL)
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APPROVED CAST-IN LINER, MIN. 2mm
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EXTERIOR MANHOLE JOINT SEAL OVER GROUT (TYP)
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CAST-IN MANHOLE BASE LINER
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PIPE STUB APPR. 20"
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MINIMUM DEPTH 4'-6" IF DEPTH TO INVERT IS GREATER THAN 6'-0" USE STANDARD MANHOLE WITH CAST-IN LINER
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24' MAX
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6"
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8"
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4'-0"
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8"
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8"
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CAST-IN MANHOLE BASE LINER
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APPROVED 24" INSIDE DIAMETER PRECAST CONCRETE ADJUSTING RINGS WITH GROUT (MIN. 2 RINGS) MIN. 4", MAX. 16". (SEE NOTE 13 ON "STANDARD MANHOLE WITH CAST-IN LINER" DETAIL)
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"TURN-BACK" JOINT (SEE DETAIL)
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APPROVED INFLOW PROTECTOR
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EXTERIOR MANHOLE JOINT SEAL OVER GROUT (TYP)
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8"
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3" MAX CORBEL EXTENSION W/ POLYESTER BACKED LINER
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MIN. 1" PREPACKED NON-SHRINK GROUT (3500 psi. min.) OUTSIDE ONLY
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APPROVED INFLOW PROTECTOR
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MIN. 1" PREPACKED NON-SHRINK GROUT (3500 psi. min.) OUTSIDE ONLY
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APPROVED CAST-IN LINER, MIN. 2mm
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4" WELDED CAP STRIP
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4" WELDED CAP STRIP
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NOTE: ALL CORRESPONDING STANDARD MANHOLE NOTES AND DETAILS SHALL APPLY.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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SHALLOW MANHOLE WITH CAST-IN LINER
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AND BASE LINER
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30S
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ATTACHMENT B-2 PAGE 85 OF 140
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8"
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8"
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6"
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4'-0"
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INSERTS TO BE "DAYTON SUPERIOR" B16, 1/2"X 4" OR APPROVED EQUAL.
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DIA. COIL LOOP INSERTS CAST IN PLACE WITH BASE (TO BE USED WITH 1/2" COIL RODS). COIL LOOP
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DROP ENCASEMENT REINFORCING STEEL TO BE CAST IN PLACE WITH BASE (4 RODS) OR USE 4-1/2"
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6.
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APPROVED PRECAST CONCRETE
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APPROVED INFLOW PROTECTOR
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PVC SDR 26 PIPE WITH PVC SDR 35 FITTINGS SHALL BE UTILIZED IN THE DROP ASSEMBLY.
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PVC SDR 26 OR AS NOTED OTHERWISE
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MIN. 1" PREPACKED NON-SHRINK GROUT (3500 psi. min.) OUTSIDE ONLY
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EXTERIOR MANHOLE JOINT SEAL OVER GROUT (TYP.)
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6"
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ARE PERMITTED AS FILLER IN REMAINDER OF DROP ENCASEMENT.
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PRECAST HOLE WITH CAST-IN LINER SLEEVE SIZED FOR APPROPRIATE PIPE AND FLEXIBLE CONNECTOR (SEE DETAILS)
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MIN. 4", MAX. 16"
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ADJUSTING RINGS (MIN. 2 RINGS)
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MIN. 2mm CAST IN
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PROPYLENE LINER,
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APPROVED POLY-
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6" OR MORE PREFERABLE
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(4 1/2" MIN.)
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MIN. 15"
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MIN. 6"
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(SEE NOTE 6)
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RISER STEEL
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SDR 35 ELBOW
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MIN. 34"
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1.
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%%UNOTES%%U:
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2.
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3.
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4.
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5.
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ALL DETAILS AND SPECIFICATIONS FOR "STANDARD MANHOLE WITH SOLID POLYPROPYLENE LINER SYSTEM" ARE
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APPLICABLE EXCEPT FOR REFERENCES TO DROP ASSEMBLY.
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THE PRECAST BASE SHALL EXTEND FULLY UNDER THE DROP ASSEMBLY.
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PRECAST DROP ENCASEMENT REQUIRED UP TO TOP EDGE OF 90 DEGREE ELBOW, BRICK AND CONCRETE RUBBLE
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DROP CONNECTIONS SHALL BE REQUIRED WHENEVER AN INFLUENT INVERT IS LOCATED 2.0 FEET OR MORE ABOVE
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THE MAIN INVERT CHANNEL. DROP CONNECTIONS SHOULD NOT BE DESIGNED FOR LESS THAN A 2.4 FOOT DROP.
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SDR 35 TEE
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APPROVED CAST-IN BELL MONOLITHICALLY ATTACHED TO THE MANHOLE BASE LINER W/ APPROVED FLEXIBLE SEALING GASKET. SEE DETAIL
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CAST-IN MANHOLE BASE LINER SEE DETAIL
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3"
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8"
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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OUTSIDE DROP MANHOLE WITH CAST-IN LINER
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AND BASE LINER
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31S
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ATTACHMENT B-2 PAGE 86 OF 140
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CAST-IN MANHOLE BASE LINER
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Pipe Stub
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appr. 20"
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Pipe Stub
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appr. 20"
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8"
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6"
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4'-0"
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8"
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6"
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8"
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* JOINT DESIGN VARIES BASED ON PRODUCT DIAMETER & PRECAST MFG.'S JOINT EQUIPMENT
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VARIES*
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JOINT GASKET (SEE NOTE 2)
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8" WIDE EXTERIOR MANHOLE JOINT SEAL OVER GROUT
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"TURNBACK" JOINT SEE DETAIL
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APPROVED THERMO-PLASTIC CAST-IN WALL LINER SYSTEM MIN. 2mm SOLID POLYPROPYLENE
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APPROVED CAST-IN BELL MONOLITHICALLICY ATTACHED TO THE MANHOLE BASE LINER/W APPROVED FLEXIBLE SEALING GASKET. SEE DETAIL.
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NOTES: LINER WELDING SHALL BE PERFORMED EXCLUSIVELY BY LICENSED, CERTIFIED WELDERS. SHOP DRAWINGS SHALL CALL OUT THE SIZE, TYPE AND POSITIONING OF THE APPROVED JOINT SEALANT. PRIMER TO BE APPLIED BY THE PRECASTER (TONGUE SECTION ONLY).
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1.
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2.
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CAP STRIP WELDED OVER JOINT
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PRIMER (TONGUE SECTION ONLY) (TYP.)
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3.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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MANHOLE BASE SECTION
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32S
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ATTACHMENT B-2 PAGE 87 OF 140
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90°
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0°
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180°
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270°
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135°
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ORDER
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MANHOLE CHANNELS SHALL CONFORM TO PIPE DIMENSIONS PROVIDING SMOOTH, UNINTERRUPTED FLOW TO THE EFFLUENT PIPE CONNECTION
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MINIMUM DISTANCE VARIES (SEE NOTE 4)
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CAST-IN BELL MONOLITHICALLY ATTACHED TO THE MANHOLE BASE LINER PRIOR TO CASTING (SEE DETAIL)
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POLYISOPRENE COMPRESSION SEAL GASKET (SEE NOTE 1)
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PIPE STOP (SEE NOTE 2)
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MINIMUM 90° REQUIRED(SEE NOTE 3)
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COMPRESSION TYPE BELL DESIGN VARIES ACCORDING TO PIPE TYPE AND DIAMETER
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NOTES: ONLY THE POLYISOPRENE GASKET PROVIDED BY THE MANHOLE BASE LINER MANUFACTURER SHALL BE USED IN COMPRESSION TYPE BELLS. CONNECTION PIPES SHALL BE INSERTED COMPLETELY INTO THE BELL CONNECTOR FLUSH WITH THE PIPE STOP PROVIDING A SMOOTH TRANSITION FROM PIPE TO MANHOLE BASE LINER CHANNEL. MINIMUM OF 90 DEGREES BETWEEN INCOMING, LEFT OR RIGHT OF OUTGOING PIPE. DISTANCE BETWEEN CONNECTIONS MAY VARY ACCORDING TO MANHOLE DIAMETER, PIPE SIZE AND TYPE. MINIMUM DISTANCE BETWEEN INFLUENT PIPE CONNECTIONS MAY VARY AND SHALL BE SPECIFIED BY THE LINER MANUFACTURER ACCORING TO MANHOLE AND/OR PIPE DIAMETER AND TYPE.
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1.
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2.
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3.
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4.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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FLOW CHANNEL/PIPE CONNECTION
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TO NEW CAST-IN BASE LINER
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33S
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ATTACHMENT B-2 PAGE 88 OF 140
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90°
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0°
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180°
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270°
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ORDER
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CHANNEL CHISELED OUT TO SLIGHTLY LARGER THAN PREFABRICATED CHANNEL/BELL ASSEMBLY
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CAST-IN BELL MONOLITHICALLY ATTACHED TO THE MANHOLE BASE LINER PRIOR TO CASTING (SEE DETAIL)
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POLYISOPRENE COMPRESSION SEAL GASKET
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MINIMUM 90° REQUIRED
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COMPRESSION TYPE BELL DESIGN VARIES ACCORDING TO PIPE TYPE AND DIAMETER
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NOTES: CORED OPENING AND CHANNEL DIAMETER PER CHANNEL/BELL MANUFACTURER REQUIREMENTS. SIZES SHALL BE SPECIFIED ON SHOP DRAWING. ONLY AN APPROVED CHANNEL/BELL ASSEMBLY PROVIDED BY THE BASE LINER MANUFACTURER SHALL BE USED. CHANNEL/BELL ASSEMBLY MUST BE COMPLETELY GROUTED IN PLACE USING AN APPROVED CEMENT. UPON "SETTING" OF GROUT, THE NEW CHANNEL/BELL ASSEMBLY MUST BE JOINED TO THE EXISTING MANHOLE BASE LINER BY EITHER THERMO-PLASTIC WELDING OR FRP PATCH AS SPECIFIED BY BASE LINER MANUFACTURER.
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1.
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2.
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3.
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4.
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CORED HOLE (SEE NOTE 1)
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PREFABRICATED CHANNEL WITH BELL CONNECTOR MONOLITHICALLY ATTACHED
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EXISTING CHANNEL
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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FLOW CHANNEL/ PIPE CONNECTION
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TO EXISTING CAST-IN BASE LINER
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34S
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ATTACHMENT B-2 PAGE 89 OF 140
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BASE LINER
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SEE DETAILS
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ADEKA P-201 ULTRASEAL OR APPROVED EQUAL, 3/8" BEAD ALL AROUND FOR WATERSTOP
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8"
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6"
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8"
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APPROVED CAST IN BELL MONOLITHICALLY ATTACHED TO THE MANHOLE BASE LINER W/ APPROVED FLEXIBLE SEALING GASKET.
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CAST-IN MANHOLE
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APPROVED
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PIPE GLAND EQUAL TO O.D. OF SPECIFIED PIPE.
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GASKET GLAND SEE NOTE #2
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PIPE STOP
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INSTALLATION: INSTALLATION: 1.CLEAN BELL REMOVING ANY EXCESS CLEAN BELL REMOVING ANY EXCESS CONCRETE SLURRY OR DIRT INSIDE BELL. 2.INSTALL GASKET AS SHOWN. INSTALL GASKET AS SHOWN. 3.LUBRICATE PIPE SPIGOT AND SLIDE INTO BELL LUBRICATE PIPE SPIGOT AND SLIDE INTO BELL AND GASKET UNTIL REACHING PIPE STOP. 4.CHECK FOR WATERTIGHT CONNECTION. CHECK FOR WATERTIGHT CONNECTION. (VACUUM TESTING OR OTHER APPROVED METHOD).
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NOTES: NOTES: 1.MANHOLE SHOP DRAWINGS SHALL IDENTIFY THE TYPE OF MANHOLE/PIPE CONNECTION. MANHOLE SHOP DRAWINGS SHALL IDENTIFY THE TYPE OF MANHOLE/PIPE CONNECTION. 2.ONLY THE POLYISOPRENE GASKET SUPPLIED BY THE BELL MANUFACTURER SHALL BE USED IN ONLY THE POLYISOPRENE GASKET SUPPLIED BY THE BELL MANUFACTURER SHALL BE USED IN COMPRESSION TYPE BELLS. 3.BOOT HUB VARIES ACCORDING TO GASKET MANUFACTURER'S SPECIFICATION FOR SPECIFIC PIPE SIZE AND BOOT HUB VARIES ACCORDING TO GASKET MANUFACTURER'S SPECIFICATION FOR SPECIFIC PIPE SIZE AND TYPE. 4.MANHOLE SHOP DRAWINGS MUST IDENTIFY THE PIPE SIZE, TYPE, GASKET TYPE AND HOLE SIZE.MANHOLE SHOP DRAWINGS MUST IDENTIFY THE PIPE SIZE, TYPE, GASKET TYPE AND HOLE SIZE.
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DO NOT LUBRICATE THE GASKET OR THE BELL
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ADEKA P-201
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INJECTION MOLDED WATERSTOP
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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PIPE TO MANHOLE CONNECTION DETAIL
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TYPE "A" (GASKET)
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35S
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ATTACHMENT B-2 PAGE 90 OF 140
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IADEKA P-201 ULTRASEAL OR APPROVED EQUAL, 3/8" BEAD ALL AROUND FOR WATERSTOP
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APPROVED CAST-IN MANHOLE BASE LINER SEE DETAILS
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8"
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8"
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6"
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PIPE GLAND
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APPROVED BOOT CONNECTOR
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INSTALLATION: INSTALLATION: 1.CLEAN BOOT HUB REMOVING ANY EXCESS CLEAN BOOT HUB REMOVING ANY EXCESS CONCRETE SLURRY OR DIRT INSIDE BELL. 2.INSTALL RUBBER BOOT CONNECTOR (PER INSTALL RUBBER BOOT CONNECTOR (PER MANUFACTURER`S INSTRUCTIONS). WEDGE STYLE EXPANDER BOLTS MUST BE ALIGNED WITH THE "TOP" OF BOOT HUB ACCESS NOTCH. 3.PRE-MITER PIPE END AS REQUIRED TO PRE-MITER PIPE END AS REQUIRED TO PREDETERMINED PIPE DEFLECTION ANGLE. MERELY "DE-BURR" PIPE END - DO NOT CHAMFER OR BEVEL PIPE END. 4.LUBRICATE SPIGOT; ORIENT PIPE MITER; LUBRICATE SPIGOT; ORIENT PIPE MITER; SLIDE INTO RUBBER BOOT CONNECTOR; "HOME" PIPE TO BASE LINER CHANNEL END; DEFLECT PIPE AS REQUIRED. INSPECT MANHOLE BASE INTERIOR FOR CHANNEL/PIPE INVERT ALIGNMENT AND SEAL; TIGHTEN RUBBER BOOT CLAMP (PER MANUFACTURER`S INSTRUCTIONS). 1:CHECK FOR WATERTIGHT CONNECTION; CHECK FOR WATERTIGHT CONNECTION; (VACUUM TESTING OR OTHER APPROVED METHOD).
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NOTES: NOTES: 1.MANHOLE SHOP DRAWINGS SHALL IDENTIFY THE TYPE OF MANHOLE/PIPE CONNECTION. MANHOLE SHOP DRAWINGS SHALL IDENTIFY THE TYPE OF MANHOLE/PIPE CONNECTION. 2.ONLY THE POLYISOPRENE GASKET SUPPLIED BY THE BELL MANUFACTURER SHALL BE USED IN ONLY THE POLYISOPRENE GASKET SUPPLIED BY THE BELL MANUFACTURER SHALL BE USED IN COMPRESSION TYPE BELLS. 3.BOOT HUB VARIES ACCORDING TO GASKET MANUFACTURER'S SPECIFICATION FOR SPECIFIC PIPE SIZE AND BOOT HUB VARIES ACCORDING TO GASKET MANUFACTURER'S SPECIFICATION FOR SPECIFIC PIPE SIZE AND TYPE. 4.MANHOLE SHOP DRAWINGS MUST IDENTIFY THE PIPE SIZE, TYPE, GASKET TYPE AND HOLE SIZE.MANHOLE SHOP DRAWINGS MUST IDENTIFY THE PIPE SIZE, TYPE, GASKET TYPE AND HOLE SIZE.
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DOUBLE STAINLESS STEEL BANDS
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DO NOT LUBRICATE THE GASKET OR THE BELL
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APPROVED CAST IN BOOT HUB MONOLITHICALLY ATTACHED TO THE MANHOLE BASE LINER SEE NOTE # 3.
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ADEKA P-201
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INJECTION MOLDED WATERSTOP
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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PIPE TO MANHOLE CONNECTION
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TYPE "B" (BOOT)
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36S
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ATTACHMENT B-2 PAGE 91 OF 140
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%%UELEVATION%%U
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GRADE/PVMT.
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36" MIN.
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%%UPLAN%%U
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6"
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2"
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%%UNOTE%%U:
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1.
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THE FLUSHING CONNECTION SHALL BE LOCATED IN GRASS AREA.
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4" GATE VALVE W/TAPPED MJ PLUG AND VALVE BOX (END OF THE PBCWUD MAINTENANCE RESPONSIBILITY)
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2.
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ALL 4" PIPES SHALL BE RESTRAINED.
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PRIVATE FORCE MAIN
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4" GATE VALVE W/BOX
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4" MJ WYE BRANCH (FLAT)
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WYE OR TAPPING SLEEVE
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4" D.I.P.
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MIN. 15'x10' UTILITY EASEMENT
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APPROVED 17"x30" METER BOX WITH COVER (NO READER LID) (TRAFFIC RATED LID)
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PROPERTY LINE R/W
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FORCE MAIN
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4" GATE VALVE W/BOX
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45° BEND (ANGLED UP)
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FORCE MAIN
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VALVE BOX W/ COLLAR (IF APPLICABLE)
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4" DIP
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4" DIP
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4" DIP
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4" MJ WYE
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6" LONG 2" BRASS NIPPLE
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2" CAMLOCK WITH CAP
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4" MJ CAP (TAPPED)
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PRIVATE FORCE MAIN
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MIN. 3' CLEAR SPACE BETWEEN CENTERLINE OF VALVES
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6'-0" MIN.
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PROPERTY LINE R/W
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GRASS AREA
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3'-0" MIN.
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4"x45°BEND(MJ)
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FLOW
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4"x45°BEND(MJ)
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WYE OR TAPPING SLEEVE
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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CONNECTION OF PRIVATE FORCE MAIN UNDER
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4" IN DIAMETER
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37S
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ATTACHMENT B-2 PAGE 92 OF 140
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STEEL CENTERING PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED.
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EXTENSION BOLTS & NUTS ARE TO BE STAINLESS STEEL. A HIGH STRENGTH
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8"
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CONCRETE COLLAR IS NOT REQUIRED IN PAVED AREAS IF PAVEMENT
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SURFACE IS FINISHED PRIOR TO CONDITIONAL FINAL INSPECTION.
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WHEN OPERATING NUT IS DEEPER THAN 36" A ONE PIECE EXTENSION WILL BE
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REQUIRED TO BRING OPERATING NUT 20"-30" BELOW FINISHED GRADE.
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OPERATING NUT
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C.I. ADJUSTABLE VALVE BOX
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(INSIDE SCREW TYPE)
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TOP OF PAVEMENT
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CAST IRON VALVE BOX
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SCREW TYPE MARKED "SEWER"
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POURED IN PLACE CONCRETE COLLAR
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POUR CONCRETE COLLAR TO GRADE
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IN SODDED AREAS.
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APPROVED RESTRAINED
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%%UNOTES%%U:
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(SEE NOTE 2.)
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36" MIN.
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8"
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24"
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24"
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8"
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VALVE BOXES SHALL HAVE COVERS MARKED "SEWER".
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1.
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2.
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3.
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4.
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A CUT-IN INSTALLATION SHALL REQUIRE MEGALUGS OR EQUAL THROUGHOUT ASSEMBLY.
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5.
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CUTTING-IN SLEEVE
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MECHANICAL JOINT VALVE
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EXTENSION VALVE BOX TO BE D.I.P. OR C-900 PVC DR 18 (COLOR: GREEN)
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IN ORDER TO MAINTAIN ADEQUATE COVER OVER VALVE NUT,
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6.
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THE FOLLOWING MINIMUM COVERS OVER PIPE ARE REQUIRED
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%%UGATE VALVE SIZE
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%%UMIN. COVER OVER PIPE
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16"
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48"
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20"
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54"
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24"
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60"
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30"
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72"
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36"
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84"
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(SEE NOTE 6)
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20" MIN. OR AS DIRECTED BY DEPARTMENT
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PIPE SHALL BE RESTRAINED ON BOTH SIDES OF THE VALVE AS REQUIRED.
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7.
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VALVES IN ROADWAYS SHALL BE LOCATED OUTSIDE OF WHEEL PATHS WHENEVER POSSIBLE.
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8.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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TYPICAL FORCE MAIN GATE VALVE SETTING
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AND CUT-IN DETAIL
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38S
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ATTACHMENT B-2 PAGE 93 OF 140
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%%UNOTES%%U:
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18"
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MIN.
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48" MIN.
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MIN.
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18"
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MIN.
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36" COVER
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MIN.
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12"
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MIN.
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12"
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MIN.
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5"
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MIN.
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18"
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48"
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MIN.
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18"
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MIN.
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5"
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MIN.
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12"
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MIN.
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8"
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2-5 COURSES)
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FINISH (4" MIN, 16" MAX
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BRICK WITH MORTAR
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OR AHD; BILCO J OR JD [H-20])
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HATCH FRAME & COVER (USF AHS
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SLOPING FILLET
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3/4" MIN. WASHROCK
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12" DIA. DRAIN
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ALL OPENINGS SHALL BE SEALED WITH WATERPROOF NON-SHRINKING GROUT.
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4000 P.S.I. TYPE II CONCRETE
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FILTER FABRIC
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6"
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MIN.
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1.
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2.
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3.
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4.
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5.
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6.
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7.
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FORCE MAIN
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THREADED AREAS OF CORPORATION STOP SHALL BE SPIRAL WRAPPED WITH TWO WRAPS OF TEFLON TAPE.
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DUCTILE IRON PIPE IS REQUIRED THROUGH THE VAULT. NO PIPE JOINTS WITHIN THE VAULT.
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8.
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COAT INSIDE WITH AN APPROVED CORROSION BARRIER SYSTEM.
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9.
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(SEE NOTE 9)
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MIN. 6'x6'x5" POURED IN PLACE CONCRETE COLLAR WITH WIRE MESH REINFORCEMENT IN UNPAVED AREAS
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LARGER VAULTS WILL BE REQUIRED FOR PIPES LARGER THAN 12"
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%%UPIPE SIZE
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%%UMIN. VAULT SIZE
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16"-24" 30"-42"
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4'W x 5'L 4'W x 6'L
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VOID FILLED WITH NON SHRINKING GROUT (TYP.)
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COMBINATION AIR RELEASE VALVE WITH DOUBLE STRAP SADDLE AND CORPORATION STOP (SEE NOTE 3)
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VAULT SHALL BE PRECAST WITH STEEL REINFORCING. SHOP DRAWING IS REQUIRED TO BE APPROVED BY THE DEPARTMENT PRIOR TO VAULT CONSTRUCTION AND/OR INSTALLATION.
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COMBINATION AIR RELEASE VALVE (ARV) SHALL BE TYPE AND SIZE APPROPRIATE FOR SERVICE INTENDED. ALTHOUGH A 2" MINIMUM SIZED ARV IS REQUIRED ON FORCE MAIN INSTALLATIONS.
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ALTERNATE VAULT AND COVER DESIGN MAY BE USED PROVIDED ALTERNATE VAULT AND/OR COVER SHOP DRAWINGS WERE SUBMITTED AND APPROVED BY THE DEPARTMENT PRIOR TO THE VAULT AND/OR COVER BEING INSTALLED.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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FORCE MAIN AIR RELEASE VALVE & VAULT
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OUTSIDE OF R/W, NON TRAFFIC AREAS
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39S
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ATTACHMENT B-2 PAGE 94 OF 140
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VARIES
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2 MIN. 4 MAX. BRICK
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COURSES PLASTERED
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INSIDE & OUTSIDE WITH
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TYPE II PORTLAND CEMENT
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CORP.
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STOP
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EQUIVALENT WIRE MESH
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(A.S.T.M. SPEC 20)
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8"
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6"
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12" DIA.
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#4 @ 12" E.W.
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1 YD. 3/4" WASHED ROCK
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FILTER CLOTH
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8"
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MIN. 4'- 0"%%C
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%%UNOTES%%U:
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1.
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ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON-SHRINKING GROUT.
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LIFT HOLES ARE PERMITTED.
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ALL PIPE HOLES SHALL BE PRECAST.
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MANHOLE FABRICATION SHALL BE IN ACCORDANCE WITH A.S.T.M. C-478 LATEST STANDARD.
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COAT INSIDE WITH AN APPROVED PROTECTIVE CORROSION BARRIER SYSTEM.
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2.
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3.
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4.
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5.
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6.
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CONCRETE COLLAR REQUIRED WHEN MANHOLE IS OUTSIDE OF PAVEMENT, SEE DETAIL.
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7.
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22-1/4"
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50-7/8"
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6"
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12"
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MIN.
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MIN.
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GROUT
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HOLE
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8.
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9.
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#4 @ 12" E.W. OR
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DUCTILE IRON PIPE IS REQUIRED THROUGH THE MANHOLE. NO PIPE JOINTS INSIDE THE MANHOLE.
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THREADED AREAS OF CORPORATION STOP SHALL BE SPIRAL WRAPPED WITH TWO WRAPS
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11.
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10.
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OF TEFLON TAPE.
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2"
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PAVEMENT
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10"
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8'x8'x6" CONCRETE COLLAR POURED IN PLACE WITH WIRE MESH REINFORCEMENT IN UNPAVED AREAS.
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DOUBLE STRAP SADDLE OFF-SET 6" FROM CENTER OF STRUCTURE
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LARGER MANHOLES WILL BE REQUIRED FOR PIPES LARGER THAN 12"
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%%UPIPE SIZE
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%%UMIN. MANHOLE DIAMETER
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16"-24" 30"-42"
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60" 72"
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12.
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18" MIN.
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SLOPING FILLET
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(SEE NOTE 12)
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DOUBLE LID MANHOLE COVER MARKED "SEWER ARV" & FRAME TYPE "A" U.S. FOUNDRY NO. 690-AH-M OR EQUAL (SEE NOTE 11)
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FORCE MAIN
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COMBINATION AIR RELEASE VALVE (SEE NOTE 8)
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PRECAST 4000 P.S.I. TYPE II CONCRETE STRUCTURE. SHOP DRAWING IS REQUIRED TO BE APPROVED BY THE DEPARTMENT
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COMBINATION AIR RELEASE VALVE (ARV) SHALL BE TYPE AND SIZE APPROPRIATE FOR SERVICE INTENDED. ALTHOUGH A 2" MINIMUM SIZED ARV IS REQUIRED ON FORCE MAIN INSTALLATIONS.
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FORCE MAINS 12" AND SMALLER, AN ALTERNATIVE VAULT AND COVER DESIGN MAY BE USED PROVIDED ALTERNATE VAULT AND/OR COVER SHOP DRAWINGS WERE SUBMITTED AND APPROVED BY THE DEPARTMENT PRIOR TO THE VAULT AND/OR COVER BEING INSTALLED.
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MANHOLES IN ROADWAYS SHALL BE LOCATED OUTSIDE OF WHEEL PATHS.
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13.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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FORCE MAIN AIR RELEASE VALVE AND
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MANHOLE IN PAVED AREAS AND ROAD R/W
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40S
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ATTACHMENT B-2 PAGE 95 OF 140
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THE DATA IN THE ABOVE TABLE ARE BASED UPON THE FOLLOWING INSTALLATION CONDITIONS:
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(SOURCES: EBAA IRON RESTRAINT LENGTH CALCULATION PROGRAM FOR PVC PIPE, RELEASE 3.1, AND
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RESTRAINED PIPE LENGTHS APPLY TO PIPE ON BOTH SIDES OF VALVES AND FITTINGS.
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MINIMUM PIPE LENGTH ALONG TEE RUN-5'
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ALL JOINTS BETWEEN UPPER AND LOWER BENDS SHALL BE RESTRAINED.
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THE RESTRAINED PIPE LENGTHS APPLY TO DUCTILE IRON AND PVC PIPE.
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TRENCH TYPE-3
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SOIL TYPE-SAND
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2.
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4.
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3.
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%%UNOTES%%U:
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1.
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RESTRAINT)
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PIPE
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(LARGER
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REDUCER
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157
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30"X %%C
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48"X %%C
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36"X %%C
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42"X %%C
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226
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182
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205
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24"X %%C
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20"X %%C
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16"X %%C
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12"X %%C
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10"X %%C
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146
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123
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57
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72
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99
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RESTRAINT)
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(BRANCH
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TEE
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48"X %%C
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6"X %%C
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8"X %%C
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42"X %%C
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36"X %%C
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1
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23
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38
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1
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1
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20"X %%C
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30"X %%C
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24"X %%C
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16"X %%C
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12"X %%C
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1
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1
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1
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7
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13
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TEST PRESSURE-150 PSI
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SAFETY FACTOR- 1.5
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DEPTH OF BURY-3'
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VERTICAL OFFSET-3'
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-
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41
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75
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131
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141
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169
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105
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194
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217
AutoCAD SHX Text
148
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153
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224
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179
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202
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221
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175
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199
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140
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116
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43
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60
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90
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132
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107
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44
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78
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24
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113
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133
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163
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189
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213
AutoCAD SHX Text
201
AutoCAD SHX Text
147
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175
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111
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81
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45
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-
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-
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82
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45
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-
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-
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-
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27
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33
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39
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44
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-
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-
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49
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52
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55
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57
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1
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25
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-
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1
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1
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7
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-
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-
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15
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22
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21
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16
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8
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26
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30
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38
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28
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34
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41
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44
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44
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-
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-
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49
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54
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73
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-
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-
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77
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80
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65
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58
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62
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67
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69
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88
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83
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86
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90
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-
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-
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-
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-
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-
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-
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-
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56
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100
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138
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56
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87
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187
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126
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150
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169
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101
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138
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45
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-
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-
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-
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-
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-
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-
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-
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-
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-
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98
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54
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-
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-
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53
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-
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-
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-
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-
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-
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-
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-
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-
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-
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-
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-
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-
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-
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-
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-
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149
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151
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153
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154
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-
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-
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-
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-
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97
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-
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-
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100
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103
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120
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-
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-
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122
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124
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109
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106
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108
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-
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-
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127
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129
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-
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-
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-
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176
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177
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179
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-
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-
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200
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-
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-
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201
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-
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-
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-
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-
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-
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-
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-
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-
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-
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-
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-
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DIPRA THRUST RESTRAINT FOR DUCTILE IRON PIPE, RELEASE 3.2)
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MIN. LENGTH OF PIPE (FEET) TO BE RESTRAINED
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45%%D HORIZ. BEND
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6
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OFFSET
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PLUG (DEAD END)
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IN-LINE VALVE
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OFFSET
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11.25%%D VERT.
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6"X %%C
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10"X %%C
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8"X %%C
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4"X %%C
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21
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18
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16
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23
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32
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BEND
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LOWER
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UPPER
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BEND
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LOWER
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BEND
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32
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1
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3
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1
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11.25%%D HORIZ. BEND
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22.5%%D HORIZ. BEND
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22.5%%D VERT.
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OFFSET
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45%%D VERT.
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90%%D VERT.
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OFFSET
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BEND
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BEND
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UPPER
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BEND
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UPPER
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BEND
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LOWER
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3
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6
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12
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LOWER
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BEND
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UPPER
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7
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29
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1
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3
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90%%D HORIZ. BEND
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FITTING TYPE
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14
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59
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6
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25
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95
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4
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9
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85
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160
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80
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129
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11
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6
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151
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13
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7
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95
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-
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105
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-
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185
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5
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18
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10
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207
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32
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66
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160
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7
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48
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27
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56
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30
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115
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5
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35
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134
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6
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12
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77
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23
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41
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86
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185
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49
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17
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56
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207
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18
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9
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PIPE SIZE
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30
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10"
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20
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6"
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25
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8"
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12"
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35
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45
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16"
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73
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30"
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54
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20"
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62
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24"
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84
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36"
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93
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42"
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-
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-
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222
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-
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42
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115
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228
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6
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22
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12
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26
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45
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94
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62
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228
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10
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20
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101
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48"
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5.
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MULTIPLY PIPE LENGTH BY 1.4 FOR POLYETHYLENE ENCASED PIPE.1.4 FOR POLYETHYLENE ENCASED PIPE. FOR POLYETHYLENE ENCASED PIPE.
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6.
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RESTRAINED PIPE LENGTHS EQUAL TO AN "INLINE VALVE" CONDITION ARE REQUIRED AT EACH END OF A TRANSITION FROM HDPE PIPE TO OTHER PIPE MATERIALS. DESIGN ENGINEER IS REPONSIBLE FOR PROPER RESTRAINT PIPE LENGTH SIZING FOR THE PROJECT.
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7.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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MECHANICAL THRUST RESTRAINT
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MINIMUM PIPE LENGTHS (FORCE MAINS)
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41S
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ATTACHMENT B-2 PAGE 96 OF 140
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22 1/2%%D BEND 39%
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FOR OTHER FITTINGS
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11 1/4%%D BEND 20%
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USE THE FOLLOWING
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18.6 SQ. FT.
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14.0 SQ. FT.
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10.0 SQ. FT.
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6.6 SQ. FT.
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4.0 SQ. FT.
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2.0 SQ. FT.
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AREA REQ'D
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THRUST BLOCK
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CONCRETE SHALL BE 2500 P.S.I. MINIMUM.
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8"
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14"
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12"
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10"
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6"
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4"
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PIPE
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FOR OTHER SOILS & PRESSURES
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PRESSURE OF 150 P.S.I.
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BEARING LOAD AND PIPE
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BASED ON 2000 P.S.F. SAFE
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VALUES ARE FOR 90%%D BEND,
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DIRECT PROPORTION
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THE AREA REQUIRED IS IN
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REMARKS
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45%%D BEND 71%
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DEAD END 100%
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TEE 100%
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FACTORS.
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NOTE:
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%%UTYPICAL SECTION
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%%UTEE WITH PLUG
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%%UELBOW
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WIDTH
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TRENCH
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%%UCROSS
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%%UCROSS WITH PLUG
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OF CONCRETE 12"
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MIN. THICKNESS
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UNDISTURBED
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SOIL
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%%UWYE or TEE
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1.
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2.
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3.
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%%UNOTES%%U:
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BEFORE POURING CONCRETE, PLUGS SHALL BE WRAPPED WITH VISQUEEN AND A BOARD PLACED IN FRONT.
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THE ENGINEER OF RECORD SHALL SUBMIT A THRUST BLOCK SIZE CALCULATION FOR TEE CONNECTIONS INTO UNRESTRAINED EXISTING MAINS LARGER THAN 14".
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4.
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THE ENGINEER OF RECORD SHALL SUBMIT A PIPE RESTRAINT DESIGN FOR INLINE EXTENSIONS OF A EXISTING UNRESTRAINED MAIN IF MECHANICAL JOINT RESTRAINT CAN NOT BE INSTALLED ON THE EXISTING MAIN.
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5.
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CONCRETE THRUST BLOCKS OR THRUST COLLARS MAY BE UTILIZED ONLY IF NECESSARY FOR CONNECTIONS TO AN EXISTING PIPING SYSTEM, OTHERWISE MECHANICAL RESTRAINTS SHALL BE USED. KEEP "T" BOLTS CLEAR OF CONCRETE, WRAPPED IN VISQUEEN FOR FUTURE ACCESS, WITH A MINIMUM OF 1' THICKNESS BETWEEN THE FITTING AND SOIL.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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TYPICAL THRUST BLOCKS
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FOR PRESSURE PIPING
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42S
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ATTACHMENT B-2 PAGE 97 OF 140
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%%UNOTES%%U:
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6. CAST-IN OR FIELD INSTALLED FLOW CHANNEL IS REQUIRED.
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REQUIRED TO ENTER MANHOLE.
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5. USE TWO 45%%D ELBOWS PAST TRAP IF ELEVATION DROP IS
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OUTSIDE OF PAVED AREAS.
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4. TRAP TO BE LOCATED PRIOR TO DROP INTO MANHOLE AND
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3. CORE ENTRY ONLY INTO EXISTING MANHOLES.
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BE 6" ABOVE OUTFLOW INVERT OF MANHOLE.
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2. THE INVERT LEVEL OF FORCE MAIN AT POINT OF ENTRY SHALL
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TO GRAVITY OUTLET.
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1. FORCE MAIN TO ENTER MANHOLE AS CLOSE AS POSSIBLE TO 180
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D.I.P. 3" AND LARGER
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12" MAX.
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6" MIN.
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4 - 45%%D ELBOWS
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FORCE MAIN
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SYSTEM
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GRAVITY
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MANHOLE
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RESTRAINED JOINTS
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8. TRAP JOINTS TO BE RESTRAINED.
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INVERT TO BE 6" ABOVE THE CROWN OF
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FORCE MAIN UPSTREAM OF TRAP.
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7. MANHOLE WALL TO BE COATED WITH AN APPROVED SOLID THERMOPLASTIC CAST-IN CORROSION BARRIER SYSTEM.
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MIN. 4" GATE VALVE W/ BOX
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PRESSURE TEST LIMIT
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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FORCE MAIN ENTERING MANHOLE
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43S
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ATTACHMENT B-2 PAGE 98 OF 140
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MIN.
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36"
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10'-0"
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10'-0"
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ROADWAY, FENCE, WALL, OR LANDSCAPE BERM (SEE NOTE 5)
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ONE LENGTH MINIMUM
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DUCTILE IRON TO EXTEND
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CEMENT GROUT
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ENDS SEALED WITH
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ROCK BASE OR DIRT
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PAVING OR SOD
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.625
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.625
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.625
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.500
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.500
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.372
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.312
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.312
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.250
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.250
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.250
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.250
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.250
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.188
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72"
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60"
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54"
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48"
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42"
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36"
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30"
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30"
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24"
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24"
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20"
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20"
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14"
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12"
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WALL THICKNESS
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MINIMUM
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INSIDE DIAMETER (MIN)
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STEEL CASING
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PIPE SIZE
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CARRIER
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48"
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42"
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36"
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30"
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24"
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20"
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18"
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16"
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14"
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12"
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10"
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8"
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6"
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4"
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%%UNOTES%%U:
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(SEE NOTE 2)
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1.
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2.
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DUCTILE IRON RESTRAINED JOINT PIPE WITH CASING SPACERS INSTALLED, PER MANUFACTURERS REQUIREMENTS. (BELL JOINT HARNESS RESTRAINT IS NOT ACCEPTABLE).
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CASING SPACER(TYP.)
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5.
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4.
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MIN. 36" FROM END OF CASING TO FITTING OR PIPE JOINT (TYP.)
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MIN.
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MIN.
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DEPARTMENT APPROVED NEOPRENE END SEAL W/ STAINLESS STEEL BANDS (TYP.)
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A PROFILE DRAWING TO SCALE FOR EACH JACK AND BORE, DIRECTIONAL DRILL, OR DIRECT BURIED INSTALLATION IS REQUIRED TO BE APPROVED BY THE DEPARTMENT PRIOR TO INSTALLATION. IF A SPLIT CASING IS REQUIRED THEN SHOP DRAWINGS ARE REQUIRED TO BE SUBMITTED AND APPROVED BY THE DEPARTMENT PRIOR TO CONSTRUCTION AND/OR INSTALLATION.
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THICKER WALL CASINGS AND LARGER COVER OVER CASING MAY BE REQUIRED BY THE RIGHT-OF-WAY OWNER.
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3.
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STEEL CASING SHALL BE COATED OUTSIDE WITH COAL TAR EPOXY (MIN. 16 MILS DFT) AND BE PAINTED WITH A 4" MINIMUM WIDE CONTINUOUS STRIPE, COLOR CODED TO MATCH THE PIPE INSIDE, ALONG THE TOP AXIS OF THE CASING.
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STEEL CASING IS REQUIRED FOR ALL WASTEWATER MAIN INSTALLATIONS UTILIZING JACK AND BORE CONSTRUCTION AND WHEN MAINS ARE INSTALLED UNDER FENCES, WALLS, OR LANDSCAPE BERMS. WHEN THE CASING IS INSTALLED UNDER FENCES, WALLS, OR LANDSCAPE BERMS IT SHALL BE CENTERED ON THE PREVIOUS BARRIER AND IS REQUIRED TO EXTEND 10' MINIMUM PAST BARRIER ON EACH SIDE UNLESS OTHERWISE PREVIOUSLY APPROVED BY THE DEPARTMENT.
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PIPE IN CASING SHALL BE PULLED TO FULLY ENGAGE RESTRAINT.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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WASTEWATER MAIN
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CASING INSTALLATION
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44S
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ATTACHMENT B-2 PAGE 99 OF 140
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%%UNOTES%%U:
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TIE-DOWN STRAPS MUST PROPERLY FIT AND SECURE PIPE IN CRADLE.
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THREADED AREAS OF BRASS FITTINGS SHALL BE SPIRAL WRAPPED WITH TWO WRAPS OF
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ALL HARDWARE SHALL BE PAINTED WITH COAL-TAR EPOXY.
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ALL EXPOSED PIPE SHALL BE DUCTILE IRON OR PREFABRICATED STEEL WITH FLANGED FITTINGS AND PROFILED GASKETS. RETAINER GLANDS AND UNIFLANGE TYPE FITTINGS ARE NOT TO BE SUBSTITUTED FOR FLANGED FITTINGS. PREFABRICATED STEEL PIPE MAY INCORPORATE WELDED ON LONG RADIUS UPPER BENDS. PREFABRICATED FLANGED PIPE SHALL BE FACTORY TESTED.
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FAN GUARDS ARE REQUIRED. SEE FAN GUARD/PILE CAP DESIGN DETAILS, FOR ADDITIONAL REQUIREMENTS. ACCESS PLATFORM AND GATE REQUIRED ON ARV SIDE ONLY.
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ALL EXPOSED PIPING SHALL BE PAINTED AS SPECIFIED IN THE APPROVED MATERIAL LIST.
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PILE LIFT CABLE SHALL BE REMOVED BELOW SURFACE; HOLE SHALL BE FILLED WITH EPOXY
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PIPE SHALL BE CRADLED ON " THICK NEOPRENE. (DUROMETER GRADE 50) CURRENT FDOT 12" THICK NEOPRENE. (DUROMETER GRADE 50) CURRENT FDOT STANDARDS APPLY. NEOPRENE IS REQUIRED AT ALL STRAPS INSTALLED OVER STEEL PIPE. NEOPRENE SHALL EXTEND 1" BEYOND THE EDGES OF CRADLE AND STRAPS.
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PIPE CRADLE IN CAP SHALL CONTACT CIRCUMFERENCE OF PIPE. (SEE FAN GUARD DETAIL)13 CIRCUMFERENCE OF PIPE. (SEE FAN GUARD DETAIL)
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SHOW EXISTING CANAL CROSS SECTION, ULTIMATE CANAL SECTION, AND RELEVANT ELEVATIONS AND DISTANCES ON A TO SCALE DETAIL DRAWING.
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THE PILES AND CAP DESIGN SHALL BE SHOWN ON TO SCALE SIGNED AND SEALED DETAIL DRAWINGS. MIN. 12"x12" TYPE 1A FLORIDA DOT INDEX PILES ARE REQUIRED. PILE PENETRATION BELOW CANAL BOTTOM SHALL BE 15' MINIMUM. MINIMUM LOAD CAPACITY OF 20 TONS PER PILE IS REQUIRED (FDOT STANDARDS APPLY). SIGNED AND SEALED SHOP DRAWINGS ARE REQUIRED.
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11.
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SPAN LENGTHS AS REQUIRED BY PERMITTING AGENCY
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6.
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10.
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8.
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9.
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7.
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CEMENT.
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TEFLON TAPE.
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4B.
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4A.
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3.
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5.
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2.
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1.
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MEGALUGS OR EQUAL
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ISOLATION VALVE REQUIRED FOR PIPES 16" AND SMALLER
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REQUIRED (TYP.)
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SQUARE PRESTRESSED CONC. PILES (SEE NOTE #11)
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D.H.W.
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5'-0"
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FAN GUARD (SEE NOTE 3)
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D.H.W.
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FITTING ABOVE
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36"
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MIN.
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MIN.
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SEE NOTE #1
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D.I.P. REQUIRED
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FOR TRANSITION
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FROM FLANGED PIPE
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PREFABRICATED STEEL PIPE SHAL HAVE WELDED ON BEARING PADS EXTENDING MIN. 1" BEYOND PIPE CRADLE. THE PADS SHALL BE INSTALLED BY STEEL PIPE MANUFACTURER PRIOR TO PAINTING.
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12.
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13.
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FORCE MAIN CROSSINGS OVER BODIES OF WATER MAY BE SUBJECT TO A D.E.P. "NOTICED GENERAL ENVIRONMENTAL RESOURCE PERMIT" (NGP)
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12"
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MAX. 5' (TYP.)
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FITTING ABOVE D.H.W.
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MEGALUGS OR EQUAL REQUIRED (TYP.)
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SIGN
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AUTOMATIC COMBINATION AIR RELEASE VALVE, PRESSURE GAUGE WITH DOUBLE STRAP SADDLE AND CORPORATION STOP (SEE DETAIL) WELDED ON OUTLET OPTIONAL FOR STEEL PIPE.
SIGN (SEE WUD DETAILS 35W, 36W, & 37W FOR SIGN PARAMETERS)
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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TYPICAL FORCE MAIN AERIAL CANAL CROSSING -
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SINGLE PIPE (SINGLE PILES)
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45S
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ATTACHMENT B-2 PAGE 100 OF 140
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48"
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VARIES
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%%UNOTES:
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3/8" X 2" FLAT BAR
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3/8" X 2" FLAT BAR
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1/2" X 2" FLAT BAR, TYP.
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5/8"%%C
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1/2" x 2" FLAT BAR
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10%%D
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TYP.
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48"
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MIN. 5/8" x 8" LONG ANCHOR BOLTSWITH WASHERS AND NUTS (REDHEAD, HILTI)
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120%%D
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FORMED IN PLACE PILE CAP (FDOT CLASS II OR IV CONCRETE) CHAMFER ALL EDGES.
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SQUARE PRESTRESSED CONCRETE PILE (FDOT INDEX PILE)
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12"MIN.
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FAN GUARDS SHALL BE PLACED AT EACH END OF CANAL CROSSING. HARDWARE SHALL BE PAINTED WITH COAL TAR EPOXY. FANGUARD WITH HARDWARE SHALL BE FABRICATED FROM DOUBLE HOT DIPPED GALVANIZED STEEL. SHOP DRAWINGS FOR FANGUARDS, CAPS, AND PILES MUST BE SUBMITTED TO PBCWUD FOR REVIEW AND APPROVAL PRIOR TO PRE-CONSTRUCTION MEETING. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60. MIN. 2" CONCRETE COVER OVER ALL STEEL. SEE "TYPICAL CANAL CROSSING DETAIL" FOR ADDITIONAL REQUIREMENTS.
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NO WELDING OF REBAR TO REBAR OR REBAR TO PILE STRANDS SHALL BE ALLOWED. DESIGN DRAWINGS ARE REQUIRED. LONG RADIUS WELDED ON UPPER BENDS ARE ACCEPTABLE FOR STEEL PIPE. IF A PILE/CAP STEEL CONNECTION IS REQUIRED BY DESIGNING ENGINEER, MIN. (4) #8 REINFORCEMENT BARS SHALL BE DRILLED AND DOWELED (EPOXIED) MIN. 16" DEEP INTO THE PILE AND TIED WITH THE CAP STEEL. ACCESS PLATFORM AND GATE REQUIRED ON ARV SIDE ONLY.
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1.
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2.
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3.
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4.
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7.
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8.
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12"
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FAN GUARD ACCESS DOOR IN OPEN POSITION
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SAFETY HARNESS ATTACHMENT
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HEAVY DUTY BLIND PIN HINGES
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GATE HASP FOR LOCKS (2)
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ARV ACCESS GATE WITH LOCK WITHIN FAN GUARD SWINGS OUTWARD
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1' WIDE 3' MIN. LENGTH DOUBLE HOT DIPPED GALVANIZED METAL SAFETY WORK PLATFORM W/ 1/2" X 3/8" SUPPORT FRAME & MOUNTING BRACKETS
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FAN GUARD SUPPORT STRUTS CONNECTION POINTS
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(2) 5/8" X 1 1/2" FLAT BAR STRUTS IN 11 & 1 O'CLOCK POSITION (APPROXIMATELY)
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OPTION FOR STEEL PIPE ONLY: WELDED OUTLET INSTALLED PRIOR TO PAINTING.
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WELDED ON BEARING PAD (STEEL PIPE ONLY)
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1/2" NEOPRENE REQUIRED UNDER ALL STRAPS INSTALLED OVER STEEL PIPE (TYP.)
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9.
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2"x1" NOTCH FOR WATER DRAINAGE
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6"
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5' MAX.
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MIN.
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(TYP.)
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MIN. 5" CAP OVERHANG
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SEE NOTE #9
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DIP (TYP.)
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PRESSURE GAUGE
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5.
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10.
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6.
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11.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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FAN GUARD/PILE CAP DESIGN -
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SINGLE PIPE (SINGLE PILES)
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46S
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ATTACHMENT B-2 PAGE 101 OF 140
ATTACHMENT B-2 PAGE 102 OF 140
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PANEL
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CONTROL
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%%UTOP SLAB - PLAN%%U
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CONSTRUCTION OF VAULT
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SHALL BE PRECAST OR POURED
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IN PLACE CONCRETE WITH
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PUMP #1
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PUMP #2
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"A"=24" FOR 4" FORCE MAIN
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"A"
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GATE VALVE W/BOX
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SAWED JOINT
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W/BOX
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GATE VALVE
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(2)45%%DBENDS
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12"
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29" FOR 6" FORCE MAIN
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12"
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12"
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12"
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"A"
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ELECTRIC
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METER
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SUPPORT POST
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(DISTANCE FROM OF PIPE
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TO INSIDE WALL OF VAULT.)
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EXPANSION
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FORCE MAIN
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HINGES (TYP)
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INFLUENT LINE
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6' HIGH BLACK VINYL CHAIN LINK FENCE
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(SEE WRITTEN SPECIFICATIONS AND DETAIL 55S)
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C900 PVC DR18
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FENCE POST
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ELEV. (-) 0,1
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24" MIN.
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36"
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30"
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ELEV. (-) 0,1
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ELEV. (-) 0,1 (TYP.)
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0,0
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0,0
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0,0
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0,0
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0,0
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0,0
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(TYP.)
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30"
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30"
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ELEV.
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(TYP.)
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JOINT
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L
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C
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MIN.
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12"
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MIN.
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MIN.
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MIN.
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12"
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12"
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MIN.
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HINGES (TYP)
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12"
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MIN.
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STEEL ROD REINFORCEMENT
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(MIN. WALL THICKNESS 5")
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ELEV. (-) 0,1
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ELEV.
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(-) 0.1
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5'
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GENERATOR
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RECEPTACLE
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GATE VALVE
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W/BOX
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1 " BV WITH BOX AND 12" BV WITH BOX AND 2'x2'x4" CONC. COLLAR
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1 " BV WITH BOX AND 12" BV WITH BOX AND 2'x2'x4" CONC. COLLAR
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1" ELECTRICAL PVC CONDUIT TO BE INSTALLED UNDER CONCRETE SLAB EXTENDED 2" ABOVE SLAB AND CAPPED (NO GLUE TO BE USED ON CAPS) (TYP.)
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WET WELL COVER WITH FALL PROTECTION SYSTEM
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6" CONC. PAD W/6x6 #9 WWF OR FIBER REINFORCED (BROOM FINISH) SLOPED TOWARD FENCE (TYP.) CURING COMPOUND IS REQUIRED (6" COMPACTED ROCK BASE IS REQUIRED)
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#6 BAR EPOXIED INTO TOP SLAB OF WET WELL AND VALVE VAULT (18"MIN. LONG-TYP.)
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WITH OF PANEL PLUS 6"
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GROUNDING ROD
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EXPANSION
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JOINT
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SAWED JOINT
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2-6' WIDE GATES TO OPEN 180°(CENTERED ON WET WELL)
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ELECTRICAL POWER CONDUIT (LENGTH: MAX. 50' TO CONTROL PANEL)
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TYPICAL ELECTRIC POWER TRANSFORMER
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15' WIDE ACCESS ROAD (12" COMPACTED SUBGRADE, 8" COMPACTED SHELLROCK BASE WITH 1 " ASPHALT SURFACE)12" ASPHALT SURFACE)
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#2 COPPER GROUND WIRE
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SAWED JOINT
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12" MIN.
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12"
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18"-24"
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3/4" CHAMFER (ALL AROUND)
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1- " POTABLE WATER SERVICE W/ R.P.Z. 12" POTABLE WATER SERVICE W/ R.P.Z. (SEE DETAIL 54S)
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18"
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MIN.
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12" MIN.
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12" TYP.
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1 " POTABLE WATER SERVICE 12" POTABLE WATER SERVICE (OPTIONAL LOCATION)
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EMERGENCY BY-PASS ARRANGEMENT SHALL BE PUMP DISCHARGE SIZE, 6" MAX. (USE WYE AND 45° BEND)
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LIMITS OF UTILITY EASEMENT (TYP.) SEE NOTE "G"
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LIMIT OF 6" THICK CONCRETE PAD AND END OF PBCWUD MAINTENANCE RESPONSIBILITY
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6"
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4" VENT PIPE-SEE NOTE "K"
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12"
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INFLUENT LINE (OPTIONAL LOCATION)
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ANTENNA MAST
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SUPPORT POST
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GROUNDING ROD, SEE NOTE "J"
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1" ELECTRICAL PVC CONDUIT UNDER SLAB FROM J-BOX TO VALVE VAULT FOR FUTURE FORCE MAIN PRESSURE TRANSDUCER: INSTALL CAP. (NO GLUE TO BE USED ON CAPS)
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LEVEL
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TRANSDUCER
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(INSIDE WET WELL)
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JUNCTION BOX
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TRANSFORMER
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SERVICE DISCONNECT SWITCH
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UTILITY EASEMENT SEE NOTE "L"
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UTILITY EASEMENT (SEE NOTE "L")
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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TYPICAL LIFT STATION
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SITE PLAN DETAIL
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47S
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NOTE:SEE DETAIL 48S FOR NOTES RELATED TO 47SSEE DETAIL 48S FOR NOTES RELATED TO 47S
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%%UNOTES%%U:
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E. INFLUENT MAIN SHALL BE CLEAR OF VAULT.
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CONCRETE PAD WITH #9 WIRE MESH (6" x 6") - BROOM FINISH REQUIRED.
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D. FENCED AREA TO BE COVERED WITH 2 PLY 4.0 (FOUR) MIL VISQUEEN AND A 6"
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C. DESIGN TO BE COORDINATED WITH "TYPICAL LIFT STATION PLAN DETAIL".
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6. EMERGENCY PUMP OUT LOCATION (SHALL BE SAME SIZE AS PUMP DISCHARGE).
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HORIZONTAL DISTANCE FROM PANEL FRONT TO WET WELL OPENING.
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SHALL BE 50 FEET.
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4. HINGE LOCATION (HINGES FOR WET WELL COVER MUST BE LOCATED
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3. INFLUENT LINE ENTRY LOCATION WITH MANHOLE AND GRAVITY MAIN DATA.
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2. FENCE WITH 2-6' WIDE GATES.
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1. NORTH ARROW, STREET NAME.
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"SITE PLAN LOCATION" DETAIL SHALL BE DRAWN TO SCALE NOT SMALLER THAN 1"=10' WITH:
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ENGINEER SHALL DESIGN SITE PLAN USING THE "TYPICAL LIFT STATION SITE PLAN DETAIL".
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ON THE CONTROL PANEL SIDE; HINGED FOR VALVE VAULT COVER SHALL
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F. LANDSCAPE AREA ADJACENT TO LIFT STATION SITE
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MAY BE LANDSCAPED SUBJECT TO PRIOR APPROVAL BY THE DEPARTMENT. ONLY HEDGES
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WITH NON-AGGRESSIVE ROOT SYSTEM WILL BE APPROVED. MIN. 5' FROM CONCRETE PAD
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TO BUSHES, MIN. 5' FROM DRIVEWAY TO BUSHES, MIN. 10' FROM DRIVEWAY TO ANY TREES,
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(SUBJECT TO PRE-APPROVAL BY P.B.C.W.U.D.) THE DEVELOPER/SUCCESSOR
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CONCRETE PAD TO EXTEND 12" BEYOND FENCED AREA.
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BE LOCATED ON DISCHARGE SIDE OF FORCE MAIN.)
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H. ALL EXPOSED (NOT BURIED) JOINTS SHALL BE FLANGED, BURIED JOINTS SHALL
SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE LANDSCAPING. APPROVED BUSHES
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SERVICE FROM THE TRANSFORMER / HANDHOLE TO CONTROL PANEL
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5. POWER SERVICE FEED (WITH "AS BUILTS"). MAXIMUM LENGTH OF ELECTRICAL
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WOODEN FENCES ARE NOT ACCEPTABLE.
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SHALL BE: WIDTH OF CONTROL PANEL PLUS 6".
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MINIMUM TWO GROUNDING RODS SHALL BE MIN. 6' APART AND SHALL BE RECESSED THROUGH 6" PVC SLEEVES IN CONCRETE SLAB. THE RODS SHALL BE CONNECTED WITH A #2 BARE TINNED COPPER GROUNDING WIRE.
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J.
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7. THE STATION SHALL BE POSITIONED SO THE FRONT OF CONTROL PANEL DOES NOT FACE WEST OR SOUTH (NORTH AND EAST ARE PREFERED)
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WETWELL VENT PIPE SHALL BE INSTALLED SO NOT TO INTERFERE WITH ACCESS TO THE WETWELL AND INSTALLED OPPOSITE OF GATE.
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K.
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THE ELECTRIC POWER SERVICE FEED FROM THE POWER TRANSFORMER TO THE CONTROL PANEL SHALL BE LOCATED WITHIN AN UTILITY EASEMENT.
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L.
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G. A PLATTED LIFT STATION EASEMENT OR EXCLUSIVE PALM BEACH COUNTY UTILITY EASEMENT TO COVER AREA MIN. 5' BEYOND LIFT STATION CONCRETE PAD.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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06/2019
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TYPICAL
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LIFT STATION SITE PLAN NOTES
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48S
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ATTACHMENT B-2 PAGE 103 OF 140
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6"
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MIN. 6" CONC.
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W/ 6X6 WWF
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12"
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6" MIN.
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20" LONG #6 BARS EPOXIED INTO WET WELL TOP AND VALVE VAULT SLAB (SPACED EVERY 2')
TWO 1/2" DOUBLE STRAP SADDLES AND CORPORATION STOPS, ONE STAINLESS STEEL OIL FILLED PRESSURE GAUGE (0-100 PSI) (ANGLED 45°), ONE ISOLATION VALVE WITH BALL VALVE CONNECTION FOR FUTURE PRESSURE TRANSDUCER
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GATE VALVE W/ BOX
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HORIZONTAL SWING CHECK VALVE W/ LEVER AND WEIGHT
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S.S. LIFTING CHAIN SIZED FOR PUMP WEIGHT, MIN. " 2200 S.W.L.14" 2200 S.W.L.
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BASE ELBOW INSERT (IF REQUIRED)
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2" PVC DRAIN THRU WALL LINER (SEE DETAIL 51S) W/ 90° ELBOWINSTALLED ON WET WELL END
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6"
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8" WIDE EXTERIOR MANHOLE JOINT SEAL (REQUIRED BETWEEN ALL PRECAST WET WELL BARREL SECTIONS) INSIDE AND OUTSIDE JOINTS TO BE GROUTED (TYP.)
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APPROVED MINIMUM "x10" (316) STAINLESS STEEL 34"x10" (316) STAINLESS STEEL WEDGE ANCHORS, EMBEDDED MIN. 7" INTO CONCRETE. NUTS & WASHERS TO BE COATED WITH HEAVY BITUMASTIC AFTER FINAL ASSEMBLY.
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BASE AND FIRST WALL SECTION (MONOLITHIC POUR)
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MIN.
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MIN.
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6"
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8"
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72" MIN.
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(MIN. 84" FOR PUMPS
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25 H.P. AND LARGER)
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INVERT
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POWER CABLE
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MIN.
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12"
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2'-6"
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HIGH WATER ALARM FLOAT
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1'-6"
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MIN
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SUBMERSIBLE PUMPS WITH LIFTING BALE
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C900 PVC DR18 INFLUENT PIPE INSTALLED IN APPROVED FLEXIBLE CONNECTOR (SEE NOTE 14) DROP PIPE MAY BE REQUIRED FOR HIGH FLOW LIFT STATIONS
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4-2" PVC/PP CONDUIT SLEEVES THERMAL WELDED TO BACK OF WALL LINER (SEE DETAIL 51S). LOCATE AS REQUIRED BY SITE PLAN. SEAL CABLES WATERTIGHT AT END OF CONDUIT.
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APPROVED HYDROPHILIC WATERSTOP " BEAD 38" BEAD ALL AROUND
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D.I.P.
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FALL PROTECTION DEVICE
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SEE NOTE 13
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MIN. 4" WIDE FIELD WELDED CAP STRIP OVER ALL PRECAST SECTION JOINTS (TYP.)
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APPROVED 2mm POLYPROPYLENE LINER
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CONCRETE FILLET (SEE NOTE 15)
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4.
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2.
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3.
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5.
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8.
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6.
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7.
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1.
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9.
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%%UNOTES%%U:
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10.
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11.
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12.
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INSTALL APPROVED GASKET MATERIAL AT ALL SECTION JOINTS PER GASKET MANUFACTURER'S SPECIFICATIONS. SHOP DRAWINGS TO IDENTIFY THE SIZE AND PLACEMENT OF JOINT SEALANT. JOINT PRIMER SHALL BE APPLIED BY THE PRECASTER. PIPING IN WET WELL AND VALVE VAULT TO RECEIVE 2 COATS OF KOPPERS BITUMASTIC 300M, 8-10 MILS EA. COAT, OR APPROVED EQUAL. ALL STEEL IN WET WELL SHALL BE STAINLESS STEEL, INCLUDING GUIDE BARS, LIFTING CHAIN, CABLE SUPPORTS, CABLE HOLDER, AND GUIDE BAR BRACKET (TYPE 316). TYPE II REINFORCED CONCRETE (#4 BARS THROUGHOUT), 4000 P.S.I. CALCAREOUS AGGREGATE REQUIRED (MIN. CaCO3 CONTENT: 65% IN LARGE AGGREGATE, 50% IN CONCRETE SCREENING). SEE PLAN FOR CORRECT ORIENTATION OF PIPES, VENT, AND OTHER FIXTURES. ALL HARDWARE INSIDE AND OUTSIDE OF WET WELL AND VALVE PIT SHALL BE STAINLESS STEEL (TYPE 316). A. INSTALL " THICK STAINLESS STEEL PLATE THAT EXTENDS MIN. 3" AROUND PERIMETER OF BASE ELBOW. 38" THICK STAINLESS STEEL PLATE THAT EXTENDS MIN. 3" AROUND PERIMETER OF BASE ELBOW. B. BASE ELBOW ANCHORS SHALL BE MIN. "x10" (316) S.S., DOUBLE NUTTED, MIN. 2" THREAD LENGTH, TORQUED TO 150 FOOT POUNDS. 34"x10" (316) S.S., DOUBLE NUTTED, MIN. 2" THREAD LENGTH, TORQUED TO 150 FOOT POUNDS. THREADED AREAS OF CORPORATION STOP SHALL BE SPIRAL WRAPPED WITH TWO WRAPS OF TEFLON TAPE. INTERIOR OF A NEW WET WELL SHALL BE LINED WITH ANY APPROVED SOLID CAST-IN LINER SYSTEM. LINERS MAY ONLY BE WELDED BY WELDERS CERTIFIED BY THE LINER MANUFACTURER AND CAST INTO THE STRUCTURE BY A PRECASTER CERTIFIED BY THE LINER MANUFACTURER. VALVE VAULT MAY BE LINED WITH ANY APPROVED CORROSION BARRIER SYSTEM. WALL THICKNESS AND REINFORCING ARE PER ASTM C-478 LATEST REVISION. ALL DRAIN LINES, CONDUITS, AND VENT PIPES WILL BE CONNECTED TO THE CAST-IN LINER PER THE MFG'S. SPECIFICATIONS (SEE DETAILS). ALL PIPE CONNECTIONS SHALL BE GAS TIGHT AND WATERTIGHT WITH NO EXPOSED CONCRETE SURFACES. CAST OPENINGS SHALL BE MANUFACTURED WITH A CAST-IN POLYPROPYLENE SLEEVE. APPROVED FLEXIBLE CONNECTORS SHALL BE USED AT INFLUENT AND DISCHARGE PIPE CONNECTIONS. HOLE SIZE BY BOOT MFG'S. SPECIFICATIONS. DOUBLE PIPE CLAMPS MUST BE INSTALLED ON FLEXIBLE CONNECTORS WHERE REQUIRED BY BOOT MFG'S. INSTALLATION INSTRUCTIONS (SEE DETAIL). CORED PIPE OPENINGS SHALL BE INSTALLED PER DETAIL. APPROVED FLEXIBLE CONNECTORS WILL BE INSTALLED ONTO POLYPROPYLENE WALL SLEEVE. WALL SLEEVE SHALL BE EPOXIED INTO CORED OPENING AND THERMAL WELDED TO WALL LINER (SEE DETAIL). WELDING SHALL BE PERFORMED EXCLUSIVELY BY LICENSED CERTIFIED WELDERS. ALL BOLT PENETRATIONS THROUGH LINER SHALL BE SEALED WITH AN APPROVED HYDROPHILIC RUBBER CAULKING AND PLACED SO THAT A COMPRESSION SEAL WILL DEVELOP IN THE PRESENCE OF MOISTURE (SEE DETAIL). SEAL LINER/FILLET INTERFACE WITH 3M WEATHERBAN 5354 SEALANT TAPE OR AN APPROVED EQUAL.
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14.
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15.
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4" D.I.P. VENT (SEE DETAIL FOR LINER CONNECTION)
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STANDARD ALUMINUM COVER (SEE DETAIL)
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12"
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LEVEL TRANSDUCER W/ STAINLESS STEEL BRACKET
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NOTE: TRANSDUCER CABLE TO BE ENCASED IN "CARFLEX" CASING
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COMPANION FLANGE W/ ALUMINUM CAM-LOK
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EMERGENCY D.I.P. BY-PASS
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MIN.18"
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(3)45°BENDS(MJ)
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D.I.P.
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D.I.P.
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D.I.P. WYE(MJ)
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LOCKWASHERS REQUIRED AT BOTH TOP AND BOTTOM ELBOWS.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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CAST-IN LINER
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49S
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ATTACHMENT B-2 PAGE 104 OF 140
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MINIMUM 3mm THICK POLYESTER BACKED POLYPROPYLENE LINER EPOXIED TO HATCH & WELDED TO TOP SLAB LINER
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STAINLESS STEEL HARDWARE CLOTH SCREEN
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COMPANION FLANGE
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3mm POLYESTER BACKED
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POLYPROPYLENE WRAP EPOXIED
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TO VENT PIPE & WELDED TO TOP
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SLAB LINER PRIOR TO CAST
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8" SLAB (H-20 RATED)
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S.S. CABLE RACK
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4" D.I.P. VENT (SEE NOTE #3)
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STANDARD ALUMINUM COVER
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30"
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APPROVED FALL PROTECTION DEVICE TO BE INSTALLED BY DEVICE MANUFACTURER OR BY A CONTRACTOR LICENSED BY THE DEVICE MANUFACTURER.
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GROUT REQUIRED (TYP.)
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NOTES: A FIELD WELDED CAP STRIP OVER THE WETWELL/TOP SLAB JOINT IS NOT REQUIRED. THE LEVEL TRANSDUCER SHALL BE LOCATED NEAR THE CORNER OF THE ACCESS OPENING, OPPOSITE OF PUMP GUIDE RAILS AND OPPOSITE OF SEWER INFLOW INVERT. THE CONTROL WIRE SHALL BE ENCASED IN 3/4" CONDUIT SEALTITE. THE WETWELL VENT SHALL BE LOCATED OPPOSITE OF THE ACCESS GATE.
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1.
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6"
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V
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APPROVED SEALANT GASKET (TYP.)
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APPROVED MIN. 2mm THICK POLYPROPYLENE LINER (ALTERNATIVE ANCHORING SYSTEM MAY BE USED)
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LEVEL TRANSDUCER WITH STAINLESS STEEL BRACKET
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2.
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3.
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CONTROL CABLE TO BE ENCASED IN REINFORED PVC FLEX CONDUIT (SEALTITE)
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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LIFT STATION TOP SLAB
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50S
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ATTACHMENT B-2 PAGE 105 OF 140
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LINER TREATMENT FOR MISC. SMALL PIPE CONNECTIONS
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PVC ADAPTER
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FITTINGS HOT AIR ROD WELDED
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PVC EXTENSION
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CONTRACTOR TO MAKE TRANSITION AS REQUIRED.
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CONTRACTOR TO MAKE TRANSITION AS REQUIRED.
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PVC COUPLING
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PVC ADAPTER THREADED TO PPR COUPLING
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2" POLYPROPYLENE THREADED COUPLING WELDED TO WALL LINER
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APPROVED MIN. 2mm THICK POLYPROPYLENE LINER (ALTERNATIVE ANCHORING SYSTEM MAY BE USED)
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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LIFT STATION WITH 2" CONDUIT CONNECTION
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51S
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ATTACHMENT B-2 PAGE 106 OF 140
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STANDARD ALUMINUM COVER
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PROCEDURE. ANY CORRECTIVE ACTION FOR LOST SEAL OCCURRENCE SHALL BE DOCUMENTED AND APPROVED BY THE ENGINEER
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13. ENGINEER OF RECORD OR HIS REPRESENTATIVE SHALL BE PRESENT DURING THE WET WELL SETTING AND TREMIE POUR
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11. THE CONCRETE TREMIE SEAL RAISE RATE SHOULD BE MAINTAINED BY CONTRACTOR TO ASSURE NO COLD JOINT OCCURS IN SEAL.
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9. CONCRETE BARREL SECTIONS SHALL BE INSTALLED BY CLAMSHELL/CRANE METHOD. DAMAGED SECTIONS WILL NOT BE ACCEPTED.
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WALL THICKNESS
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SECONDARY POUR
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WITH RAMNEK & GROUT
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8" MINIMUM
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TREMIE SEAL (4000 PSI CONCRETE "TREMIE MIX").
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7. SEE TYPICAL LIFT STATION DETAILS FOR ADDITIONAL DESIGN AND CONSTRUCTION STANDARDS.
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IN BUOYANCY CALCULATIONS. GROUNDWATER SHALL BE CONSIDERED AT GROUND LEVEL FOR BUOYANCY CALCULATIONS.
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6. WEIGHT OF TOP SLAB, SECONDARY CONCRETE POUR, PUMPS AND EXTERIOR SKIN FRICTION SHALL NOT BE INCLUDED
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5. ENGINEER OF RECORD SHALL SUBMIT SIGNED AND SEALED BUOYANCY CALCULATIONS TO PBCWUD FOR REVIEW AND
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4. TREMIE SEAL TO CURE MINIMUM 72 HOURS PRIOR TO PUMPING OFF WATER TO PREPARE FOR SECONDARY CONCRETE POUR.
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3. TREMIE SEAL REQUIRED TO BE A MINIMUM OF 84" THICK AND SECONDARY CONCRETE POUR MIN. 16" THICK.
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2. MIN. OF FOUR 2" X 6" RING KEY WAYS REQUIRED WITH TOP KEY WAY CENTERED IN THE SECONDARY CONCRETE POUR.
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1. CONCRETE USED FOR TREMIE SEAL AND SECONDARY POUR MUST BE 4000 P.S.I. AT 28 DAYS WITH TYPE II PORTLAND CEMENT.
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STEEL PLATE COATED
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WITH COAL TAR EPOXY
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12. MIN. PUMP SIZE TO BE 2" MAXIMUM CHUTE SIZE TO BE 12".
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10. NO CONCRETE SHALL BE PLACED UNLESS WATER LEVEL IN WET WELL IS EQUAL TO OUTSIDE WATER TABLE ELEVATION.
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8. WET WELL RISERS SHALL BE MIN. 24", MAX. 72" TALL. CALCAREOUS AGGREGATE REQUIRED (MIN. CaCO3 CONTENT: 65% IN
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(TYP.)-4 PER STRAP
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3/4" DIA. HOLE
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(1/2" THICK).
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AND ANCHORS
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5" STEEL BOLTS
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NOTES:
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4"
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30"
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EL. =
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MIN. 72"
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PRECAST HOLE OR CORED
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1/2" THICK
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INVERT EL. =
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EL.=
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FOR PUMP CONTROLS
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DETAIL
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EL.=
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CONCRETE SLAB
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(6" THICK)
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8"
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8"
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MIN. 30"
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T & G JOINT
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MIN. OF (3) - 2" X 6" RING
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KEY WAYS REQUIRED IN TREMIE
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SEAL (TYPICAL)
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14"
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FOR FORCE MAIN PIPING
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PRECAST OR CORED HOLES
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#6 REBAR AT 12" O.C.
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KEYWAY CENTERED IN
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MINIMUM REINFORCEMENT
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RETAINER STRAP (TYP.)
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(SEE DETAIL)
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AND DRAIN.
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EACH WAY (3 MATS)
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PER A.S.T.M. C-478
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6 REQ'D. PER JOINT
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26" TYP.
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SECONDARY POUR
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1 - 2" X 6" RING
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(HOLES TO CLEAR
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JOINTS BY MIN. 6")
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3" MIN.
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APPROVAL. FLOATATION CALCULATION SHALL BE BASED ON 25 YR. FLOOD STAGE DURING CONSTRUCTION AND ON
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100 YR. FLOOD STAGE WITH SECONDARY POUR INCLUDED.
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INSIDE WATER LEVEL SHALL BE MAINTAINED AT WATER TABLE ELEVATION AT ALL TIMES DURING CONCRETE PLACEMENT.
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LARGE AGGREGATE, 50% IN CONCRETE SCREENING).
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CORROSION BARRIER SYSTEM: INTERIOR OF A NEW WET WELL SHALL BE LINED WITH AN APPROVED SOLID THERMOPLASTIC CAST-IN LINER
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APPROVED EXTERIOR MANHOLE JOINT SEAL (REQUIRED BETWEEN ALL BARREL JOINTS) DOUBLE SEAL WITH 4" OVERLAP REQUIRED FOR HEAT-ACTIVATED WRAP SEAL
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20" LONG #6 BAR @ 2' O.C. EPOXIED INTO WETWELL TOP SLAB (TYP.)
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20" LONG #6 BAR
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APPROVED FALL
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PROTECTION DEVICE
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VENT (SEE SITE PLAN FOR LOCATION)
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8"
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14. DROP PIPE MAY BE REQUIRED FOR HIGH FLOW LIFT STATION.
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25 HP AND LARGER)
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(MIN. 84" FOR PUMPS
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OF RECORD.
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RETAINER STRAP
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APPROVED WATERSTOP (ALL AROUND)
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GROUT (TYP.)
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PRECAST CONCRETE WET WELL AND TOP (PROVIDE SHOP DWG.)
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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52S
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LIFT STATION WETWELL SETTING
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TREMIE POUR DETAIL
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ATTACHMENT B-2 PAGE 107 OF 140
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L
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C
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7 1/2"
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DROP HANDLE
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COVER
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CONCRETE VALVE VAULT AND CENTERED ON VALVE ASSEMBLY.
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TOP AROUND COVER SHALL BE CAST TO THE SAME SIZE AS
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RECESSED HASP IS REQUIRED.
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SPLIT COVER IS REQUIRED FOR LARGER WETWELLS AND/OR VALVE VAULTS.
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COVER SHALL BE CAST IN PLACE (SEE SPEC SHEET)
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MINIMUM COVER DIMENSIONS - 36" x 48"
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RATING 300 PSF WITH POSITIVE LOCKING ARM AND LOCKING HASP.
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COVER TO BE 1/4" ALUMINUM DIAMOND PLATE, HINGED, MIN. LOAD
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22 3/4"
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24"
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5"
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4 7/8"
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%%UNOTES%%U:
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1.
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2.
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3.
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4.
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5.
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6.
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3/16" HOOK
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1/2" HOOK
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SOLDER
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1/4" STAINLESS STEEL TYPE 304, TYPICAL
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3"
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SOLDER
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1 1/4"
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1 1/4"
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10 1/4"
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7/16"
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1/4"
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%%UFRONT VIEW
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%%USIDE VIEW
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%%ULIFT STATION WETWELL/VALVE VAULT ALUMINUM COVER
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%%UPUMP, FLOAT AND LEVEL TRANSMITTER CABLE RACK
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WALL OR ACCESS FRAME MOUNTING.
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1.
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%%UNOTE%%U:
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3 1/16"
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(TYP.)
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END HOOK
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ALL COMPONENTS SHALL BE STAINLESS STEEL TYPE 304.
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2.
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7.
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FOR 6' DIAMETER WETWELL AND 4'X6' VALVE VAULT.
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APPROVED FALL PROTECTION DEVICE IS REQUIRED FOR WET WELL OPENING. THE INSTALLATION SHALL BE PERFORMED BY THE DEVICE MANUFACTURER OR A CONTRACTOR LICENSED BY THE DEVICE MANUFACTURER.
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3.
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TWO RACKS ARE REQUIRED FOR EACH LIFT STATION WET WELL.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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LIFT STATION STANDARD ALUMINUM COVER AND
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PUMP CABLE RACK
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53S
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ATTACHMENT B-2 PAGE 108 OF 140
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MAX. 18"
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MIN. 15"
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WRAP PIPE WITH NEOPRENE
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AT "U" BOLTS
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%%UPIPE SUPPORT DETAIL%%U
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(MIN.)
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3"
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ANGLE WITH BEVELED
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2" X 2" X 1/4" ALUMINUM
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(2 REQD.)
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EXPANSION ANCHOR
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WEDGE TYPE CONC.
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3/8" STAINLESS STL.
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ALUMINUM PLATE
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6" X 3" X 3/8" THICK
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3/16
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PIPE SUPPORT
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(TYP. SEE DETAIL)
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6" PIPE NIPPLE
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(ALL-AROUND)
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1/4" CHAMFER
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2" PVC SLEEVE
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2" CLEAR
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ALL JOINTS SHALL BE THREADED.
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%%UNOTES%%U:
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1.
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2.
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FOR LIFT STATION TO BE OWNED BY P.B.C.
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W.U.D. USE REDUCED PRESSURE PRINCIPLE
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BACKFLOW PREVENTION ASSEMBLY (R.P.)
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LISTED ON THE APPROVED MATERIAL LIST.
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BRASS
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COVER
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18"-24"
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3.
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12"
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X
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X
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X
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FENCE
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X
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X
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18"-24"
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12"
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FENCE
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MIN. 24" CLEARANCE BETWEEN THE ABOVE
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GROUND ASSEMBLY AND CONTROL PANEL
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5.
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WITH TWO WRAPS OF TEFLON TAPE.
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OTHER FITTINGS SHALL BE SPIRAL WRAPPED
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THREADED AREAS OF CORPORATION STOP AND
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6.
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THE INITIAL TEST AND CERTIFICATION FOR
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THE R.P. SHALL BE PERFORMED BY THE
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DEVELOPER PRIOR TO LIFT STATION START-
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UP.
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4.
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REQUIRED.
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1 1/2"PACK JOINT BALL VALVE WITH BOX AND CONCRETE COLLAR
FENCE DESIGN NOTES FOR "OTHER UTILITY FACILITIES": MIDDLE RAIL REQUIRED ONLY AT CORNERS AND CHANGES OF DIRECTION. BOTTOM RAIL IS NOT REQUIRED; TENSION WIRE IS REQUIRED WOVEN THROUGH FABRIC AT MAX. 18" SPACING.
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BLACK VINYL COATING IS REQUIRED FOR ALL FENCE FABRIC, ALL POSTS, BRACES, RAILS, AND ACCESSORIES.
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ALL POSTS SHALL BE CAPPED WITH GALVANIZED STEEL TOPS. LINE POST TOPS SHALL PROVIDE FOR PASSAGE OF TOP RAIL.
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1. 2.
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40" (TYP.)
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(TYP.)
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12"
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6" (TYP.)
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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LIFT STATION AND OTHER PBCWUD FACILITIES
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FENCE AND GATE DETAIL
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55S
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ATTACHMENT B-2 PAGE 110 OF 140
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CONTROL CABLES
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TERMINALS FOR
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1 5/8" STRUTS, 316 S.S., EXTEND MAX. 1" BEYOND MOUNTING POST AND CAP WITH VINYL END CAP (TYP)
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ABOVE TOP OF SLAB - FACE
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FEEDTHRU. MOUNT 8'(MIN.)
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FRONT
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TROUBLE LIGHT WITH VERTICAL
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TOP OF CONTROL PANEL
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MAX. 6'-6" ABOVE SLAB
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TERMINALS FOR
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PUMP CABLES
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GENERATOR RECEPT. (TO BE LOCATED ON THE DRIVEWAY SIDE OF THE PANEL AND VOLTAGE LABLED 240V OR 480V ABOVE RECEPT.)
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6" COMPACTED
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LIMEROCK BASE
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18" MIN.
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18" FOR 60" HIGH PANEL 12" FOR 66" HIGH PANEL
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SERVICE ENTRANCE FUSED DISCONNECT SWITCH MOUNTED AT THE BACK OF CONTROL PANEL (MIN. 42" CLEARANCE IN FRONT)
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TRANSFORMER
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ALARM HORN
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OUTLET (120V)
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(TYP)
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(2) 3/4" CONDUITS TO LIGHTS, SOLAR PANEL
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15" MIN.
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36" MIN. (TYP)
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(2) 2" CONDUITS TO WET WELL (NOTE 8)
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(2) 1" CONDUITS TO WET WELL (1) 1" CONDUIT TO VALVE PIT
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8"
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6" MIN.
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THICKNESS
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MATCH TOP OF
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WET WELL
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USE #4 12" O.C. E.W. OR FIBER REINFORCED CONCRETE
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THE CONDUIT PROTECTING THE
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HELIAX COAXIAL ANTENNAE CABLE
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DOES NOT NEED A WEATHER HEAD
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AND MUST NOT ENTER THE PANEL.
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AIR & WATER TIGHT FITTING IS REQUIRED
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FOR HELIAX CABLE/PANEL ENTRY.
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%%UNOTES%%U:
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1.
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2.
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ALL CONDUITS TO BE PLACED BELOW
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6" COMPACTED LIMEROCK BASE.
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3.
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5/8" x 20' GROUND ROD (TYP), COPPERCLAD W/ APPROVED BRONZE CONNECTOR. TOP OF ROD CONNECTION TO BE LEFT VISIBLE IN A 6" PVC SLEEVE.
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#2G
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#6G
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6" PVC SLEEVE IN SLAB W/ REMOVABLE CAP
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1/2"C, #6G
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CADWELD (TYP)
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6" MIN.
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18" MIN.
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ALL EXPOSED CONDUITS SHALL BE RIGID
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GALVANIZED STEEL (RGS) AND ALL
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4.
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UNDERGROUND CONDUITS SHALL BE
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SCHEDULE 80 PVC EXCEPT SERVICE
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#6G
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3/4"C, #2G
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CONDUIT FROM FPL WHICH SHALL BE
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RGS. TRANSITION FROM PVC TO RGS
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LIFT STATION CONTROL PANEL (POWDER COATED WHITE 304 S.S.)
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SOLAR PANEL (FACE PANEL TO SOUTH)
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316 S.S. U-BOLT AND MOUNTING HARDWARE
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ANTENNA MAST ATTACHED TO STRUTS (TYP)
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SHALL BE IN UNDERGROUND.
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ALUMINUM GROUND CLAMP (TYP)
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WITH GAS SEALING HUBS BETWEEN
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PANEL AND JUNCTION BOX
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STAINLESS STEEL JUNCTION BOX
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MINIMUM 4" SCH40 ALUMINUM PIPE OR
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4"x4"x0.186" SCH40 ALUMINUM TUBE
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WITH CAP
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1" RGS W/ ANTENNA CABLE
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(LAMP FACING FRONT). MOUNT
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9' ABOVE SLAB.
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FLOODLIGHT WITH GUARD
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HINGED SIDE
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ALL DIRECT BURIED GROUNDING CONDUCTOR
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SHALL BE BARE TINNED COPPER.
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5.
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PROVIDE RAIN TIGHT HUB FOR ALL CONDUIT
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CONNECTIONS TO PANELS AND EQUIPMENT
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6.
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UNLESS INDICATED OTHERWISE.
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ANTENNA
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30" MIN. TO OVERHEAD TELEPHONE
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OR ELECTRICAL LOW VOLTAGE LINES
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AND TO BE WIRED TO GROUND ROD
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18' ABOVE TOP OF SLAB MINIMUM
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ANTENNA MAST FOR RADIO MONITORING
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1 5/8", 316 S.S.
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STRUTS W/ 316 S.S.
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MOUNTING HARDWARE
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MAX HEIGHT 10' ABOVE GROUND
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2" SCH40 RIGIDGALVANIZED STEEL
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7.
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ELECTRICAL PANEL SUPPORT STRUCTURE AND
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ANTENNA MAST HAVE BEEN DESIGNED IN
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ACCORDANCE WITH THE FLORIDA BUILDING
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CODE 2010 FOR THE FOLLOWING CRITERIA:
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RISK CATEGORY IV
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EXPOSURE CATEGORY "C"
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WIND VELOCITY, Vult = 181 MPH
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MAX HEIGHT 18' ABOVE GROUND
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METER MOUNTED AT THE BACK OF CONTROL PANEL
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RIGID STEEL CONDUIT FOR POWER FROM FP&L
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MIN. 8"
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1" CONDUIT TO RPZ/POTABLE WATER PRESSURE TRANSMITTER, 1" CONDUIT TO FUTURE SKID MOUNTED GENERATOR
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#6G TO WATER SERVICE
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INCREASE CONDUIT SIZE BETWEEN J-BOX AND
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WET WELL TO 3" FOR MOTORS LARGER THAN 30HP.
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8.
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(2) 1 1/2" CONDUITS W/ GAS SEALING HUBS
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ANTENNA CONNECTORS
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IN HEAT SHRINK TUBING
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(2) 1" CONDUITS W/ GAS SEALING HUBS
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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REVISION/ISSUE DATE
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PAGE NO.
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6/2019
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LIFT STATION ELECTRICAL RACK
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FOR GEN. RECEPTACLE LOCATED ON LEFT SIDE
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56S
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ATTACHMENT B-2 PAGE 111 OF 140
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18" MIN.
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1 5/8" STRUTS, 316 S.S., EXTEND MAX. 1" BEYOND MOUNTING POST AND CAP WITH VINYL END CAP (TYP)
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TOP OF CONTROL PANEL
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MAX. 6'-6" ABOVE SLAB
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6" COMPACTED
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LIMEROCK BASE
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ALARM HORN
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OUTLET (120V)
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36" MIN. (TYP)
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8"
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5/8" x 20' GROUND ROD (TYP), COPPERCLAD W/ APPROVED BRONZE CONNECTOR. TOP OF ROD CONNECTION TO BE LEFT VISIBLE IN A 6" PVC SLEEVE.
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6" PVC SLEEVE IN SLAB W/ REMOVABLE CAP
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CADWELD (TYP)
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LIFT STATION CONTROL PANEL (POWDER COATED WHITE 304 S.S.)
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ANTENNA MAST ATTACHED TO STRUTS (TYP)
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TERMINALS FOR
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PUMP CABLES
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(TYP)
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(2) 2" CONDUITS TO WET WELL (NOTE 8)
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(2) 1" CONDUITS TO WET WELL (1) 1" CONDUIT TO VALVE PIT
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TRANSFORMER
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WITH GAS SEALING HUBS BETWEEN
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PANEL AND JUNCTION BOX
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STAINLESS STEEL JUNCTION BOX
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CONTROL CABLES
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TERMINALS FOR
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18" MIN.
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18" FOR 60" HIGH PANEL 12" FOR 66" HIGH PANEL
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ALUMINUM GROUND CLAMP (TYP)
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6" MIN.
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THICKNESS
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MATCH TOP OF
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WET WELL
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USE #4 12" O.C. E.W. OR FIBER REINFORCED CONCRETE
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6" MIN.
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#6G
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#6G
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1/2"C, #6G
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3/4"C, #2G
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(2) 3/4" CONDUITS TO LIGHTS, SOLAR PANEL
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HINGED SIDE
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#2G
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15" MIN.
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ABOVE TOP OF SLAB - FACE
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FEEDTHRU. MOUNT 8'(MIN.)
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FRONT
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TROUBLE LIGHT WITH VERTICAL
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SOLAR PANEL (FACE PANEL TO SOUTH)
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316 S.S. U-BOLT AND MOUNTING HARDWARE
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1" RGS W/ ANTENNA CABLE
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(LAMP FACING FRONT). MOUNT
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9' ABOVE SLAB.
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FLOODLIGHT WITH GUARD
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ANTENNA
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30" MIN. TO OVERHEAD TELEPHONE
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OR ELECTRICAL LOW VOLTAGE LINES
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AND TO BE WIRED TO GROUND ROD
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18' ABOVE TOP OF SLAB MINIMUM
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ANTENNA MAST FOR RADIO MONITORING
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1 5/8", 316 S.S.
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STRUTS W/ 316 S.S.
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MOUNTING HARDWARE
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MAX HEIGHT 10' ABOVE GROUND
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2" SCH40 RIGIDGALVANIZED STEEL
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MAX HEIGHT 18' ABOVE GROUND
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THE CONDUIT PROTECTING THE
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HELIAX COAXIAL ANTENNAE CABLE
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DOES NOT NEED A WEATHER HEAD
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AND MUST NOT ENTER THE PANEL.
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AIR & WATER TIGHT FITTING IS REQUIRED
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FOR HELIAX CABLE/PANEL ENTRY.
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%%UNOTES%%U:
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1.
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2.
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ALL CONDUITS TO BE PLACED BELOW
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6" COMPACTED LIMEROCK BASE.
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3.
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ALL EXPOSED CONDUITS SHALL BE RIGID
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GALVANIZED STEEL (RGS) AND ALL
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4.
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UNDERGROUND CONDUITS SHALL BE
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SCHEDULE 80 PVC EXCEPT SERVICE
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CONDUIT FROM FPL WHICH SHALL BE
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RGS. TRANSITION FROM PVC TO RGS
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SHALL BE IN UNDERGROUND.
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ALL DIRECT BURIED GROUNDING CONDUCTOR
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SHALL BE BARE TINNED COPPER.
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5.
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PROVIDE RAIN TIGHT HUB FOR ALL CONDUIT
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CONNECTIONS TO PANELS AND EQUIPMENT
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6.
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UNLESS INDICATED OTHERWISE.
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7.
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ELECTRICAL PANEL SUPPORT STRUCTURE AND
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ANTENNA MAST HAVE BEEN DESIGNED IN
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ACCORDANCE WITH THE FLORIDA BUILDING
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CODE 2010 FOR THE FOLLOWING CRITERIA:
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RISK CATEGORY IV
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EXPOSURE CATEGORY "C"
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WIND VELOCITY, Vult = 181 MPH
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MINIMUM 4" SCH40 ALUMINUM PIPE OR
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4"x4"x0.186" SCH40 ALUMINUM TUBE
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WITH CAP
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SERVICE ENTRANCE FUSED DISCONNECT SWITCH MOUNTED AT THE BACK OF CONTROL PANEL (MIN. 42" CLEARANCE IN FRONT)
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METER MOUNTED AT THE BACK OF CONTROL PANEL
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MIN. 8"
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RIGID STEEL CONDUIT FOR POWER FROM FP&L
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#6G TO WATER SERVICE
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INCREASE CONDUIT SIZE BETWEEN J-BOX AND
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WET WELL TO 3" FOR MOTORS LARGER THAN 30HP.
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8.
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ANTENNA CONNECTORS
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IN HEAT SHRINK TUBING
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(2) 1 1/2" CONDUITS W/ GAS SEALING HUBS
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(2) 1" CONDUITS W/ GAS SEALING HUBS
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GENERATOR RECEPT. (TO BE LOCATED ON THE DRIVEWAY SIDE OF THE PANEL AND VOLTAGE LABLED 240V OR 480V ABOVE RECEPT.)
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1" CONDUIT TO RPZ/POTABLE WATER PRESSURE TRANSMITTER, 1" CONDUIT TO FUTURE SKID MOUNTED GENERATOR
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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LIFT STATION ELECTRICAL RACK
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FOR GEN. RECEPTACLE LOCATED ON RIGHT SIDE
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57S
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ATTACHMENT B-2 PAGE 112 OF 140
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E.
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D.
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C.
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B.
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A.
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9.
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4.
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6.
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3.
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2.
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%%UINSTALLATION NOTES
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PANEL, METER, JUNCTION BOX AND 120 VOLT TRANSFORMER ARE TO BE MOUNTED ON STAINLESS STEEL STRUTS, WITH STAINLESS STEEL FASTENING DEVICES, AND SHALL BE SUPPORTED BY MINIMUM OF THREE POSTS, MIN. FOUR (4) INCH DIAMETER PIPE OR MIN. FOUR (4) INCH SQUARE TUBE (ALUMINUM OR STAINLESS STEEL) CAPPED AT THE TOP. PAINT BELOW GRADE SUPPORTS WITH ASPHALTUM PAINT TO FOUR (4) INCHES ABOVE GRADE.
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PANEL SHALL BE AT 42 INCHES FROM THE WET WELL OPENING MEASURED FROM THE FRONT OF THE PANEL UNLESS OTHERWISE SHOWN IN THE DRAWINGS. FRONT OF CONTROL PANEL SHALL FACE TO THE WET WELL.
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RADIO TO MATCH PALM BEACH COUNTY'S SYSTEM INCLUDING RUN TIME TRANSMITTAL. LIVE TEST OF THE TELEMETRY SYSTEM MUST BE DONE AND APPROVED AT THE PUMP STATION START-UP. ANTENNA AND CABLE SHALL BE PART OF THE RADIO SYSTEM. ANTENNA SHALL BE SEPARATELY GROUNDED TO THE GROUND ROD OF THE STATION.
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FABRICATE ANTENNA FROM 21 FEET LENGTH OF 2" DIAMETER SCHEDULE 40 GALVANIZED STEEL CONTINUOUS PIPE. PAINT LOWER 42 INCHES WITH ASPHALTUM PAINT, CAP THE TOP OF PIPE.
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RUN (1) INCH RIGID GALVANIZED CONDUIT UP THE MAST FOR THE ANTENNA CABLE TO WITHIN 16 INCHES OF THE TOP. RUN SECOND 3/4 INCH CONDUIT UP THE MAST FOR ALARM AND FLOOD LIGHTS AS SHOWN. RUN THIRD 3/4 INCH CONDUIT UP THE MAST FOR SOLAR PANEL. USE STAINLESS STEEL UNISTRUT AND CLAMPS TO HOLD CONDUITS TO THE MAST.
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MOUNT FLOOD LIGHT AND FLASHING RED LIGHT ON THE ANTENNA MAST AT NINE (9) FEET AND EIGHT (8) FEET ABOVE GRADE.
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SUPPORT PUMP CABLES WITH STAINLESS SPLIT BASKET KELLUM (OR EQUAL) GRIPS IN WET WELL. SUPPORT FLOAT CABLE ON S.S. THIMBLE FROM THE RACK. ALL HARDWARE IN THE WET WELL AND ALL FASTENERS SHALL BE STAINLESS STEEL. CABLES SHALL BE CONTINUOUS FROM THE JUNCTION BOX TO THE MOTORS OR SENSORS.
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WHEN CONNECTIONS ARE COMPLETE IN THE JUNCTION BOX, COAT THE TERMINAL BLOCKS AND WIRE ENDS WITH PROTECTIVE COMPOUND, NO-OXIDE OR EQUAL, TO PREVENT CORROSION.
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PROVIDE 3/4 INCH RIGID GALVANIZED CONDUIT FROM THE PANEL TO 120 VOLT TRANSFORMER. ALL CONDUITS ENTER BOTTOM OF THE PANEL UNLESS OTHERWISE SHOWN. SEAL ALL CONDUITS WITH DUCT SEAL TO KEEP OUT MOISTURE.
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PAINT PVC PIPES, CONDUITS AND ANY PARTS NOT STAINLESS OR ALUMINUM WITH TWO (2) COATS OF ALUMINUM PAINT.
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LIFT STATION START UP SHALL BE PERFORMED DURING THE ANTICIPATED PEAK FLOW CONDITIONS. TEST AS FOLLOWS (PUMP SUPPLIER'S FIELD REPRESENTATIVE MUST BE PRESENT AT THE START UP).
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MEGGER MOTORS, MOTORS SHALL BE 20 MEGOHMS OR MORE TO GROUND, DO NOT MEGGER LOW VOLTAGE CONTROLS.
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CHECK VOLTAGE, CHECK PUMP ROTATION, RECORD VOLTAGE AND AMPS UNDER LOAD.
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DEMONSTRATE PROPER OPERATION OF ALL CONTROLS.
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CONDUCT DRAWDOWN TESTS AS REQUIRED TO CONFIRM PROPER PUMP/IMPELLER INSTALLATION.
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CHECK OPERATION WITH OWNER'S PORTABLE GENERATOR CHANGE WIRE CONNECTIONS IN THE PANEL TO GIVE CORRECT ROTATION.
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TEST AND DEMONSTRATE PROPER OPERATION OF THE RADIO TELEMETRY SYSTEM. SUPPLIER'S FIELD REPRESENTATIVE SHALL MOUNT AND CONNECT THE ANTENNA AND MAKE THE FINAL CONNECTIONS TO THE SYSTEM.
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1.
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12.
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7.
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CONDUIT TO THE POWER COMPANY SERVICE POINT SHALL BE RIGID GALVANIZE WITH ASPHALTUM PAINT ON ALL FITTINGS AND ON ALL RISERS TO 12 INCHES ABOVE GRADE. CONDUIT FROM SERVICE ENTRANCE FUSED DISCONNECT SWITCH TO THE PANEL SHALL BE RIGID GALVANIZED CONDUIT ENTERING THE BOTTOM OF THE PANEL. ALL WIRE SHALL BE COPPER. HIGH LEG ON 240 VOLT SHALL BE TAPED ORANGE AND PUT ON CENTRAL TERMINAL IN PANEL AND RIGHT TERMINAL IN METER.
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8.
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PROVIDE PVC SCHEDULE 80 CONDUITS WITH SWEEP BENDS FROM THE JUNCTION BOX TO THE WET WELL.
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15.
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PROVIDE LIQUID TIGHT NONMETALLIC FLEXIBLE CONDUIT (CARLON CARFLEX) WITH SEAL TYPE FITTINGS FOR LEVEL TRANSMITTER CABLE INSIDE THE WET WELL.
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16.
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PROVIDE GAS SEALOFF WITH CHICO COMPOUND FOR CONDUITS BETWEEN JUNCTION BOX AND CONTROL PANEL.
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17.
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ALL STAINLESS STEEL SHALL BE 316 UNLESS INDICATED OTHERWISE.
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18.
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PHASE SEQUENCE IN CONTROL PANEL SHALL BE SETUP FOR CLOCKWISE ROTATION TO MATCH THE ROTATION OF
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PBCWUD PORTABLE STANDBY GENERATORS.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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CONTROL PANEL INSTALLATION NOTES
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58S
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ATTACHMENT B-2 PAGE 113 OF 140
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Sunsaver SS-10L
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0
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RESET
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OFF
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L1
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L2
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L3
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RESET
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OFF
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L1
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EMERGENCY
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BREAKER
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2
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MAIN BREAKERS SHALL BE NOT
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HIGHER THAN 72" ABOVE SLAB.
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1
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MAIN
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BREAKER
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MECHANICAL INTERLOCK
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(THE PANEL DESIGN MUST ALLOW
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FOR FRONT ACCESS AND REMOVAL
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OF THE SLIDE BAR INTERLOCK AND
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THE BREAKERS)
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(75) ANGLED CONTROL TERMINALS
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10
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TD1
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36
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R3
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R2
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R1
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TD2
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PMR
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R5
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19
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RR1
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RR2
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RR3
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RR4
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FLASHER
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21
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PHASE
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MON.
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9
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FUSES
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14
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14
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27
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14
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26
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18
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4
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TVSS/SPD
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M1
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CB
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M2
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PDB
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SA3
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SA4
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COVER OVER INCOMING
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1/8" THICK LEXAN SHIELD
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POWER WIRES
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3
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27
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27
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27
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27
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14
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PLC
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AI1
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RADIO
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SOLAR CONTROLLER
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CB
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6
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CB
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CB
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CB
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1 x 3 WIREWAY WITH COVER (TYP)
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36"
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60"
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40
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GROUND
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37
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POLYPHASER
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TB-2
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30
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TB-1
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12"
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%%UNOTES%%U:
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3.
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1.
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4.
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X
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2.
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CONTROL PANEL SHALL BE BUILT PER U.L. 508A SPECIFICATIONS AND SHALL BE SERVICE ENTRANCE RATED. PANEL BUILDER SHALL SUPPLY PANEL AND RTU, JUNCTION BOX, LIGHTING TRANSFORMER, ALARM HORN, ALARM LIGHT, FLOODLIGHT AND 120V OUTLET. SEE BILL OF MATERIALS. JUNCTION BOX SHALL BE "RAIN TIGHT" AND CONDUITS SHALL BE SEALED OFF AS REQUIRED BY CODE. PROVIDE ADDITIONAL COMPONENTS PER RECLAIMED WATER STANDARD DETAILS FOR A RTU SHARED BETWEEN LIFT STATION AND RECLAIMED WATER.
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15
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ON
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OFF
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11
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5.
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1"x3" PHENOLIC NAMEPLATE
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FOR GEN. RECEPT. VOLTAGE
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AI2
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SA1
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SA2
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PS24
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BATTERY
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BATTERY
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GENERATOR RECEPT.
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(TO BE LOCATED ON THE
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DRIVEWAY SIDE OF THE
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PANEL AND VOLTAGE
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LABLED 240V OR 480V
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ABOVE RECEPT.)
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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LIFT STATION CONTROL PANEL INTERNAL LAYOUT
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FOR MOTORS SMALLER THAN 20HP
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59S
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ATTACHMENT B-2 PAGE 114 OF 140
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EMERGENCY
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BREAKER
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2
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1
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MAIN
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BREAKER
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Sunsaver SS-6L
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10
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TD1
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R8
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R7
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R6
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TD2
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R9
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R5
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RR1
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RR2
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RR3
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RR4
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FLASHER
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FUSES
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14
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14
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14
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14
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26
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18
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16
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PDB
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27
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27
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27
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14
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SOLAR CONTROLLER
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1 x 3 WIREWAY WITH COVER (TYP)
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36"
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66"
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GROUND
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POLYPHASER
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CB
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42
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CB
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CB
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CB
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MAIN BREAKERS SHALL BE NOT HIGHER THAN 72" ABOVE SLAB.
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COVER OVER INCOMING
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1/8" THICK LEXAN SHIELD
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POWER WIRES
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MECHANICAL INTERLOCK (THE PANEL DESIGN MUST ALLOW FOR FRONT ACCESS AND REMOVAL OF THE SLIDE BAR INTERLOCK AND THE BREAKERS)
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R3
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R2
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R1
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PMR
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PHASE
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MON.
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14
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14
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27
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14
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SSRVS1
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SSRVS2
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R10
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R11
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18"
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%%UNOTES%%U:
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CONTROL PANEL SHALL BE BUILT PER U.L. 508A SPECIFICATIONS AND SHALL BE SERVICE ENTRANCE RATED. PANEL BUILDER SHALL SUPPLY PANEL AND RTU, JUNCTION BOX, LIGHTING TRANSFORMER, ALARM HORN, ALARM LIGHT, FLOODLIGHT AND 120V OUTLET. SEE BILL OF MATERIALS. JUNCTION BOX SHALL BE "RAIN TIGHT" AND CONDUITS SHALL BE SEALED OFF AS REQUIRED BY CODE. PROVIDE ADDITIONAL COMPONENTS PER RECLAIMED WATER STANDARD DETAILS FOR A RTU SHARED BETWEEN LIFT STATION AND RECLAIMED WATER.
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TD3
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TD4
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18
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1"x3" PHENOLIC NAMEPLATE
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FOR GEN. RECEPT. VOLTAGE
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4
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TVSS/SPD
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SA3
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SA4
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CB
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40
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TB-2
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PLC
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RADIO
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PS24
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(75) ANGLED CONTROL TERMINALS
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TB-1
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BATTERY
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BATTERY
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GENERATOR RECEPT.
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(TO BE LOCATED ON THE
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DRIVEWAY SIDE OF THE
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PANEL AND VOLTAGE
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LABLED 240V OR 480V
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ABOVE RECEPT.)
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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LIFT STATION CONTROL PANEL INTERNAL LAYOUT
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FOR 20HP MOTORS AND LARGER
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60S
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ATTACHMENT B-2 PAGE 115 OF 140
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RTM2
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PUMP NO. 1
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RUNNING
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RUNNING
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PL3
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PL4
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RTM1
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PB1
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PL1
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LEVEL
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HIGH
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SILENCE
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PL2
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ON
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POWER
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RESET
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TRANSFORMER
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LIGHT
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SPD
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SELECTOR
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H
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SUFFICIENTLY RIGID AND WELL SECURED
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INNER PANEL OPEN. ARMS MUST BE
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OPEN AND A SECOND ARM TO HOLD
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PROVIDE ARM TO KEEP OUTER DOOR
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TO HOLD DOORS OPEN IN WIND.
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RTU MIN. DIMENSION
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21" x 26"
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HINGED SIDE
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HINGED SIDE
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SLIDE BAR INTERLOCK
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GEN.
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CB
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MAIN
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CB
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ON
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OFF
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(USE CONTROL PANEL BACK PANEL
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FOR EQUIPMENT MOUNTING)
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MAIN 120V
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LIGHT/GFI
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RTU
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SPARE
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CONTROL
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GFI
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CB
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CB
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CB
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CB
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CB
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36"
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60"
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%%UNOTES%%U:
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1.
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X
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SEE BILL OF MATERIALS.
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UPPER INNER
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DOOR PANEL
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LOWER INNER
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DOOR PANEL
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WING NUT TYPE
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CAUTION:
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RUN ONLY ONE PUMP ON GENERATOR POWER.
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PLACARD (RED COLOR) CAUTION: RUN ONLY ONE PUMP ON GENERATOR POWER.
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PUMP IDENTIFICATION INFORMATION
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PUMP___
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TAG#___
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PUMP___
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DATE INSTALLED___
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HERTZ___
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TDH___
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INFORMATION LABEL
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PUMP AND MOTOR
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(TYP)
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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LIFT STATION CONTROL PANEL INNER DOORS
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FOR MOTORS SMALLER THAN 20HP
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61S
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ATTACHMENT B-2 PAGE 116 OF 140
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RTM2
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RUNNING
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RUNNING
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PL3
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PL4
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RTM1
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PL1
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LEVEL
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ON
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LIGHT
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SUFFICIENTLY RIGID AND WELL SECURED
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INNER PANEL OPEN. ARMS MUST BE
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OPEN AND A SECOND ARM TO HOLD
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PROVIDE ARM TO KEEP OUTER DOOR
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TO HOLD DOORS OPEN IN WIND.
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RTU MIN. DIMENSION
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21" x 26"
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HINGED SIDE
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ON
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OFF
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(USE CONTROL PANEL BACK PANEL
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FOR EQUIPMENT MOUNTING)
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MAIN 120V
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LIGHT/GFI
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RTU
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SPARE
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CONTROL
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GFI
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CB
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CB
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CB
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CB
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CB
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36"
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66"
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%%UNOTES%%U:
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1.
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X
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UPPER INNER
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DOOR PANEL
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LOWER INNER
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DOOR PANEL
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RESET
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FAIL
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FAIL
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PL5
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PL6
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SSRVS 1
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A
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A
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LATCH (TYP)
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WING NUT TYPE
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SLIDE BAR INTERLOCK
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GEN.
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CB
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MAIN
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CB
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CAUTION:
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PLACARD (RED COLOR) CAUTION: RUN ONLY ONE PUMP ON GENERATOR POWER.
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PUMP IDENTIFICATION INFORMATION
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PUMP___
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TAG#___
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MANUFACTURER___
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MOTOR MODEL___
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SERIAL #___
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IMPELLER SIZE___
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PHASE___
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GPM___
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DATE INSTALLED___
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RPM___
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AMPS___
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HERTZ___
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TDH___
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PUMP IDENTIFICATION INFORMATION
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PUMP___
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TAG#___
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MANUFACTURER___
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PUMP MODEL___
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MOTOR MODEL___
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SERIAL #___
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HORSEPOWER___
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PHASE___
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GPM___
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DATE INSTALLED___
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RPM___
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AMPS___
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HERTZ___
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TDH___
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INFORMATION LABEL
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PUMP AND MOTOR
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(TYP)
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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LIFT STATION CONTROL PANEL INNER DOORS
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FOR 20HP MOTORS AND LARGER
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62S
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ATTACHMENT B-2 PAGE 117 OF 140
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A. Panel Builder
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c. Full length welded drip shield to deflect water from the door, a continuous
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e. Provide painted steel or Aluminum back mounting plate for heavy
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i. Sliding locking bar to allow only main or emergency breaker to be
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closed. Bar shall be aluminum with stainless steel hardware.
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equal. Enclosure shall have lugs for mounting.
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steel or aluminum pocket for log book, tack weld to door.
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a modified NEMA-3R enclosure. Manufacturer shall be Hoffman or approved
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d. Blank outer door with dead front inner door of 1/8" thick aluminum
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hinged on the left with the operators controls mounted on or projecting
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f. A removable min. 1/8 inch thick lexan cover shall be provided on the
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incoming line terminals.
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g. The outer door is to have nine inch by eleven inch (9" x 11") stainless
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h. Arms and latches shall hold both outer door and inner door in an open
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position, these must be sufficiently rigid and secure to hold doors open
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under windy weather conditions any may be placed one on top and one
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2. The enclosure shall be the product of a UL approved manufacturer and shall be
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on bottom.
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closed cell neoprene gasket on the door.
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through it.
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the panel as part of the lift station start-up.
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fully interchangeable with those specified in size, function, mounting
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padlock fitting and stainless steel external parts.
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as service entrance equipment.
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1. The panel builder shall be experienced in the construction of lift station control
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panels, shall have a UL approved shop. Panel shall be UL listed and UL labeled
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2. The panel builder shall warrant the panel for one (1) full year minimum from
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3. The panel builder or qualified technical representative shall check-out and test
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1. The panel components are specified on the drawings with the exception of items
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described in these specifications. Items are listed by manufacturer and catalog
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number, other equal quality components may be substituted but they must be
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dimensions, plug in connections, and ampacity. Any substitutions or
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changes must be approved in advance and in writing by the utility department.
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1. The panel with size 1, or 2 starters shall be minimum 36 inch wide x 60 inch
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high x 12 inch deep (36"W x 60"H x 12"D). The panel with soft starters
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a. Constructed of 304 stainless steel 14 gauge. Enclosure shall have powder
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b. All external hardware shall be stainless steel with piano hinge, three-
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point latch with roller fitting top and bottom and single handle with
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welded, spot welded panels will not be accepted.
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B. Panel Components
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C. Enclosure
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the date of final project certification.
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All components shall be new with no signs or evidence of corrosion.
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coated white stainless steel body and door. All seams to be continuously
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j. No penetration through the panel will be allowed except for conduits
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on bottom, and for generator receptacle and transformer conduit
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on the side, i.e. no screws through panel, outer door or frame.
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for service intended. A shop drawing must be submitted prior to
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preconstruction meeting. Top of panel shall not be higher than 6'-6" above slab,
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unless approved in advance by the department. The panel shall be of a modified
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NEMA 3R construction with the following features:
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shall be minimum 36 inch wide x 66 inch high x 16 inch deep (36"W x 66"H x
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16"D). Larger panel may be installed if required by UL and NEC specifications
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components (min. .090 thickness).
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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ELECTRICAL PANEL
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SPECIFICATIONS (SHT 1 OF 3)
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63S
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ATTACHMENT B-2 PAGE 118 OF 140
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D. Wiring
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shall be brought to the numbered terminals. All PLC inputs and outputs shall be
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with sufficient slack to allow full opening of the door.
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hold down clamps shall be provided.
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2. All relay bases shall be front mounted with screw terminals, no soldered
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tapping screws are not acceptable.
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6. All wiring shall be front accessible.
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4. Attach a separate stick-on label showing the following details:
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minimum size 11 inches by 17 inches (11" x 17").
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where they are clearly visible.
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c. Impeller number and size
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to relay numbers. Where plug-in components are not firmly secured in bases,
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connections shall be used. All base terminals shall be numbered to correspond
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1. All components shall be securely mounted with stainless steel hardware. Self
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3. Provide a laminated schematic drawing attached to the inside of the outer door -
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attached with stainless steel screws, with minimum lettering height of 1/8 inch.
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2. All operator's controls shall be provided with laminated micarta name tags
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equal. The permanent name tags shall be securely attached and in a position
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using permanent name tags on the panel of laminated micarta or approved
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1. All components shall be identified in accordance with the schematic diagram,
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3. All external connection and internal connections, where shown on the drawings,
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5. Wiring shall be secured with screw-on tabs, tabs with adhesives shall not be
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the doors and the panel shall be enclosed in a spiral wrap or approved equal
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4. Wiring shall be enclosed in panduct or equivalent wireways and wiring between
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a. Brand
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f. Serial numbers
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d. Design head
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e. G.P.M.
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b. Catalog number
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%%uPUMP
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F. Identification
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E. Component Mounting
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used.
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c. Voltage
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b. Speed
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f. Serial numbers
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e. Catalog number
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d. Full load amps
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a. Horsepower
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%%uMOTOR
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1. All wiring shall be copper THWN or approved equal, AWG 14 minimum.
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Color code wires as follows:
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2. All wires shall be numbered with machine made plastic wrap around labels at
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Grounded Neutral
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both ends.
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120 Volt Power
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24 Volt Control
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Control
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Ground
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- White
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- Black
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- Red
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- Blue
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- Green
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7. All electrical wiring must meet or exceed National Electric Code and Local Code
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Standards.
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8. Any place that electrical wire passes through a metal cover or shield, insulating
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grommet is required to protect the wire.
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Different control wiring colors are acceptable if clearly identified. Power
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phase. The high leg shall be the center terminal on the main breaker.
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wiring shall be kept separate from control wiring, and shall be identified by
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brought to the terminal blocks even if not used.
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Request via PBCWUD pump shop prior to pump installation.
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5. Pump ID tags shall be provided by the PBCWUD and installed by the Contractor.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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ELECTRICAL PANEL
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SPECIFICATIONS (SHT 2 OF 3)
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64S
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ATTACHMENT B-2 PAGE 119 OF 140
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G. Junction Box
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3) Manufacturer
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panel open. Layout drawings shall also show the outside dimensions
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c. Layout drawing showing the front with the operators panel and with the
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d. Plastic encased drawing inside the panel as previously noted herein.
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b. Outside Floodlight - Item 12
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c. 120 Volt Transformer - Item 7
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a. Alarm Light - Item 22
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1. Ship the following for mounting by the site electrician.
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(11" x 17"). "Fuzzy" reductions will be rejected.
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of the panels and dimensioned mounting supports.
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4) Catalog Number
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2. Drawings shall be clear and readable and a minimum of 11 inches by 17 inches
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I. Loose Components
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5) Type
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6) Notes
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4. Provide plated copper ground lug and wire to the panel ground.
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b. Bill of material listing all parts as follows, in tabular form:
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terminals shall be clearly numbered and identified.
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numbered to correspond to the component numbers. All wires and
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properly identified by number and function. All connections shall be
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a. Schematic drawing showing all components. Components shall be
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1. Panel builder shall provide the following drawings:
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2) Description
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1) Drawing Reference
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between the control and power terminals as shown on the drawings. Junction box
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Provide four (4) extra control wires and (2) extra twisted shield pair cables for future.
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1. The "RAIN TIGHT" junction box shall be NEMA-4X, 316 stainless steel, Hoffman or
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approved equal with padlock fitting, continuous hinge clamped cover construction.
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Junction box shall be minimum of 24 inches wide by 20 inches high by 8 inches
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deep (24" W x 20" H x 8" D) and shall have a stainless steel or aluminum back
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mounting plate for terminal blocks. Provide a stainless steel or aluminum partition
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2. Provide gas sealing hubs, conduit, terminals, and wire as shown on the drawings.
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3. Pour seals into gas sealing hubs between panel and junction box with compound
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approved by seal manufacturer.
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H. Drawings
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design shall allow for venting as required by code.
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d. Junction Box - Item 33
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e. Alarm Horn - Item 23
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f. Outlet 120V - Item 39
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1. Soft Starters shall be provided in the control panel for the lift stations which have
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J. Soft Starters (SSRVS - item 41)
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20HP motors and larger. Soft Starters shall be solid state reduced voltage starter
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type with integral bypass, display and optional fan. Soft starters line voltage shall be rated
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from 240V to 480V, 3%%C. Control supply voltage, control logic inputs and fan supply voltage
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for soft starters shall be 120V. Soft Starters shall be rated to operate at higher
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ambient temperature. Oversize soft starter rating minimum one size higher than motor HP.
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All soft starter settings shall be set and adjusted properly for functional operation of lift
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station. Set ramp up time to "5 sec", ramp down time to "Off", overload protection to
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"0n", over current time delay to "5 sec", under and over voltage time delay to "10 sec",
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the line voltage, and motor full load amp per motor nameplate, etc. Disable all the
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protection features including phase loss, phase reverse, under, unbalance and ground
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current. Only overload protection shall be enable.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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ELECTRICAL PANEL
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SPECIFICATIONS (SHT 3 OF 3)
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65S
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ATTACHMENT B-2 PAGE 120 OF 140
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%%uDESCRIPTION
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%%uNAME
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%%uITEM
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%%uMANUFACTURER
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%%UBILL OF MATERIALS (CONTROL PANEL)
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%%uTYPE
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X
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(ALL ELECTRICAL COMPONENTS AND ASSEMBLIES MUST BE UL LISTED/APPROVED)
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and Moisture Detector
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Pump Supplier
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w/ NO and NC Contacts
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Encapsulated Switch, Integral cord
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2 amp, 75 F.P.M.
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Red Globe with Guard, 100W Lamp
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120 volt Weatherproof
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LED Pilot Light
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1 to 1023 Second, 11 Pin Base,
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Size as shown
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24"Wx20"Hx8"D
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Copper Tin Plated
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Rail Mount w/ angled bracket
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Insulated 3pole Power Splicer
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Sealing Hub, Size as shown
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Min. 36"Wx60"Hx12"D
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Feed-Through Modular Block
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RTU Wire Terminal
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30
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Ground Terminal
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Junction Box Power
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Control Panel
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Junction Box
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Raintight Conduit Hub
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Control Wire Terminal
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33
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Gas Sealing Hub
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37
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35
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36
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34
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Terminal Blocks
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32
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31
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Outside Alarm Light
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Outside Alarm Horn
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Pilot Lights 120 Volt
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Time Delay Relay
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Control Relay 24Vdc
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Silence Pushbutton
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Float Switch
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26
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Delay On Break
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28
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29
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27
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Flasher
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23
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25
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21
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22
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Oiltight
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120 volt
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(Provide if required)
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Square D
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Anchor Scientific
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SSAC
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O.Z. Gedney
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Crouse Hinds
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Phoenix
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Hoffman
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Square D
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Square D
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Marathon
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Hoffman
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Square D
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SSAC
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Square D
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RAB Lighting
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Edwards Signals
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UTTB4
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Class 9080
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CHM
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Class 9080 GR6
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1323572 for phase
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See Panel Specification
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See Panel Specification
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ES65 AND ES53
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RUMC2AB2BD
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Type SKR1UH5
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VXBR100DG w/ GL100R Globe
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TDB120ALD
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Type SK
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876-N5
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FS127
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3p-100 Amp, 240 volt w/ Auxiliary
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size per motor (25k AIC min.)
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Magnetic only w/ Auxiliary Contact
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3 kVA, 240/480 to 120/240
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Plug-in 8 pin 240 volt, 3p
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600 volt, amps as shown w/
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Thermal Magnetic
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120V GFI Duplex, 20A, Spec Grade
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3p - (2) 500KCM - #4,
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2 inch Square, 120 volt
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Relay - 120Vac or 24Vdc
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Par 38, LED 100W Equivalent Daylight Bulb
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Plug-in, Round Base, 11 Cylindrical
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Hand-Off-Auto (Manual Return)
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contact, 25k AIC (minimum)
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Running Time
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Motor Temperature
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120V Circuit Breakers
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Outside Floodlight
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Panel Outlet
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Control Relay 120Vac
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Pump Selector
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Transformer Breaker
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Power Distribution
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19
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20
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18
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16
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17
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15
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14
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12
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13
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11
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Generator Breaker
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Generator Receptacle
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TVSS/SPD
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Level Transmitter
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Motor Circuit Breaker
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120 volt Transformer
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Motor Starter
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Phase Monitor
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Fuse
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10
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9
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8
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7
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4
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6
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5
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3
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2
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Main Breaker
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1
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Redington
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As Specified by
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Square D
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Marathon
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Square D
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Square D
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Hubbell
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RAB Lighting
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Bussmann
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Square D
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Diversified
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ASCO
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Square D
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HB101W w/ HG1W guard
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711-0190
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1453586 with lexan cover
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Type QOU
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GF 5362I
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RUMC3AB2F7
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SKS43B
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KTK for Phase Monitor
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Powerpact
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SUA-230-ALAU
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430240HP10ACSJ1
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3S1FSS
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Square D
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Powerpact
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Remote Telemetry Unit
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38
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RTU
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Curry Control Co.
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PBCRTU2019
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ESC
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39
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Exterior Outlet
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120V GFI Duplex, 20A, Spec Grade w/weatherproof box and cover
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Hubbell Box: Crouse Hinds Cover: Crouse Hinds
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GF 5362I FD2 TP7240
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Radar level sensor, two-wire
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Vega
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Vegapuls WL 61
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Min. cable length 30 feet
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C.C. Controls
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Range: 0 - 23 feet
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TDM120AL
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SSAC
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Time Delay Relay
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PBCRTU2019
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PBCRTU2019
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3p, NEMA size 1 (min.)
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Square D
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Class 8536
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w/Transient Suppression Module
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(Same as Main)
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4-wire, 100 Amp
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Russellstoll
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JRS1034HR
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Flygt
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AES
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PBCRTU2019
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ENM-10
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HGL 26030
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Square D
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2p-30 Amps, 25k AIC (Min.)
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Min. 40' cord
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Finger-safe Fuseholder
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120/240 volt, 3 phase, 4 wire
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high leg delta
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3p-30 Amps, 25k AIC (Min.)
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TVSS/SPD Breaker
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24
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Square D
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HGL 36030
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Painted 316 Stainless Steel
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GSI40NONC
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Unitron
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PBCRTU2019
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Pin with LED light, 120V
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Delay on Make
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1 to 1023 Second, 8 Pin Base,
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120 volt
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(8) #2/0 - #14
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Block
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DPDT 8 Cylindrical Pin, Round
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base with LED light, 24Vdc
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Pole and Amp As Shown
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DC Miniature Breaker
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40
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Square D
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C60 Multi 9
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H-Frame
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H-Frame
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1320572 for ground
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FMR20
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w/ integral bypass and optional fan
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Soft Starter/SSRVS
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41
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Square D
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ATS22D75S6U w/ fan
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TBC-120-ABA
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Diversified
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TBD-120-ABD
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Diversified
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Champion Controls Inc.
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PBCRTU2019
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size per motor (25k AIC min.)
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Magnetic only 3p 600 volt
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Motor Circuit Breaker
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42
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Square D
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Powerpact
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H-Frame
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w/ Shunt Trip
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class RK1 fuses (size same as Main)
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600V, 3p, Nema 4X 316SS w/
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Service Entrance Fused
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43
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Square D
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H363NSS
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Disconnect Switch
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fuses class RK1 (size same as Main)
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600V, Dual element, time delay
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Service Fuse
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44
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Bussmann
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LPS-RK
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Endress & Hauser
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Fuse terminal block w/ LED blown
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45
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RTU Fuse Terminal
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Phoenix
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3046090
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Sprecher Schuh
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V7-H5
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fuse indicator, Fuse size as shown
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Range: 0-100 psi, w/ Display
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46
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Pressure Transmitter
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ABB
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261GSDKTNS1EAL1M5
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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CONTROL PANEL
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BILL OF MATERIALS
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66S
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ATTACHMENT B-2 PAGE 121 OF 140
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%%uNOTES ON 240V PANELS:
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%%uTYPE
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%%uDESCRIPTION
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%%uITEM NAME
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%%uMANUFACTURER
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3-#2, 1-#4, 2"C
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3-#1, 1-#4, 2"C
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3-#1/0, 1-#4, 2"C
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3-#3/0, 1-#3, 2"C
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3-#4/0, 1-#2, 2"C
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3-250KCM, 1-#2, 3"C
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confirm this value with the power company and order the panel accordingly. In addition, the minimum
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The 480 volt short circuit rating of panel shall equal or exceed system S.C. amps. Contractor shall
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For 200 to 250 amp service
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For 100 amp service
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SERVICE MINIMUM
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S.C. amp rating of the panel shall be as follows:
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%%Ux2.25 + 6.25
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MOTOR AMPS
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40
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75
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60
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50
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25
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30
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MOTOR
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%%UH.P.
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123.3
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52
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96
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77
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65
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222.3
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179.5
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152.5
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34
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40
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%%UAMPS
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MOTOR
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82.8
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96.3
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4
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B.
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9
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3
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TVSS/SPD
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Phase Monitor
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Generator Receptacle
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MOTOR
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BREAKER
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%%UItem 6
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CIRCUIT
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100
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150
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250
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225
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200
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200
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150
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100
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%%UItem 1
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BREAKER
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MAIN
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100
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125
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70
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80
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Plug-in 8 pin 480 volt, 3p
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277/480v, 3 phase, 4 wire
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4 wire 200 amp
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42,000 amps
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18,000 amps
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ASCO
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MPE
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Russellstoll
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430277YP10ACSJ1
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JRS2034HR
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001-480-118
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This is the minimum size pump station panel for under 15 hp at 240 volts, 3p. For
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Short circuit amps rating of circuit breaker and panel shall equal or exceed system
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S.C. amps. Contractor shall confirm this value with the power company and order
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the panel accordingly. In addition, the minimum S.C. amp rating of the panel shall
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3-#2/0, 1-#4, 2"C
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3-#3/0, 1-#3, 2"C
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3-250KCM, 1-#2, 3"C
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3-#1/0, 1-#4, 2"C
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For two (2) motors 15 h.p. and up, size components per the following table for 240
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A.
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The following components shall change:
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For 100 amps
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SERVICE MINIMUM
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MOTOR AMPS
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%%Ux2.25 + 12.5
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For 101 to 250 amps
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larger than 15 hp items 1, 2, 6, and 8 change. Minimum service size 100 AMP.
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MOTOR
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MOTOR
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%%uNOTES ON 480 VOLT PANELS:
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30
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A.
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15
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20
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25
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%%UH.P.
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192.5
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80
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42
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54
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68
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%%UAMPS
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107
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134
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165.5
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volt 3 phase services. Soft Starters shall be provided for motors 20 h.p and up.
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be as follows:
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C.
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B.
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MOTOR
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MAIN
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CIRCUIT
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%%UItem 6
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BREAKER
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125
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250
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%%UItem 1
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BREAKER
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150
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175
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200
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100
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100
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100
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ATS22C11S6U
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%%UItem 41
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ATS22D75S6U
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ATS22D88S6U
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NEMA-2
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STARTER
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MOTOR
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42,000 amps
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25,000 amps
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20
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3-#2, 1-#4, 2"C
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50
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100
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67.0
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27
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Transformer Breaker
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19
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HGL 26015
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Square D
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2p-15 Amps, 25k AIC (Min.)
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CONDUIT (BETWEEN
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MOTOR WIRES AND
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3-#4, 1-#8, 1 1/2"C
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3-#3, 1-#6, 1 1/2"C
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3-#2, 1-#6, 1 1/2"C
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3-#6, 1-#8, 1 1/2"C
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15
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3-#2, 1-#4, 2"C
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40
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100
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53.5
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21
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%%UC.P. AND J-BOX)
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3-#8, 1-#10, 1 1/2"C
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3-#6, 1-#8, 1 1/2"C
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3-#4, 1-#8, 1 1/2"C
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3-#3, 1-#6, 1 1/2"C
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3-#2, 1-#6, 1 1/2"C
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3-#1/0, 1-#6, 1 1/2"C
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3-#8, 1-#10, 1 1/2"C
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3-#8, 1-#10, 1 1/2"C
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CONDUIT (BETWEEN
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MOTOR WIRES AND
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%%UC.P. AND J-BOX)
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Minimum service wires and conduit 3-#2, 1-#4G, 2"C. Minimum wires and conduits for
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motors between control panel and junction box are 3-#8, 1-#10G, 1 1/2"C plus 4-#14
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for motor temperature and moisture sensors.
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Item 8/
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MOTOR
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ATS22D62S6U
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%%UItem 41
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ATS22D47S6U
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ATS22D47S6U
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NEMA-2
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STARTER
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Item 8/
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ATS22D75S6U
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ATS22D88S6U
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ATS22C11S6U
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ATS22C14S6U
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%%UAND CONDUIT
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SERVICE WIRES
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%%UAND CONDUIT
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SERVICE WIRES
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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CONTROL PANEL
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240V & 480V PANELS NOTES
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67S
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ATTACHMENT B-2 PAGE 122 OF 140
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ALL COMPONENTS ARE IN PANEL UNLESS INDICATED OTHERWISE.
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PROVIDE 4 WIRES FOR PUMP TEMPERATURE AND MOISTURE. COORDINATE WITH PUMP SUPPLIER.
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PUMP
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FLOAT
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%%UNOTES%%U:
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3.
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2.
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1.
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WET WELL
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NO. 1
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SEAL
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GAS
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24V
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4-#14 WIRES FOR
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MOTOR MONITORING
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M1
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G
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BKR
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8
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6
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PUMP
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NO. 2
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BONDED TO GROUND TERMINAL.
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ALL GROUND CONNECTIONS SHALL BE
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COPPER WIRES TO GROUND TERMINAL.
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ALL METALLIC COMPONENTS SHALL BE
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GROUND TERMINAL SHALL HAVE
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SEPARATE TERMINAL FOR EACH WIRE.
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%%UGROUNDING NOTES:
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3.
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BOX
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JUNCTION
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M2
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BKR
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6
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2.
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1.
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16
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MAIN
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BKR.
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1
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5
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9
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PM
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3
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4
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0.2A
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FOR 240 VOLT
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PANEL
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LEVEL
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TRANSMITTER
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PROVIDE
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10
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5
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G
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O/L
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8
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O/L
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M1
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M2
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CONTROL TRANSFORMER SHALL BE NEMA 3R, 316 PAINTED STAINLESS STEEL, MOUNTED OUTSIDE AND GROUNDED.
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OUTSIDE FP&L METER
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GEN
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BKR.
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3
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GEN.
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RECEPT.
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2
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29
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MAXIMUM DISTANCE
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(2 FEET MAXIMUM)
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TVSS/
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4
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240V/
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30A
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24
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SPD
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36
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31
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31
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33
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TERMINAL BLOCK IN JUNCTION BOX
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TERMINAL BLOCK
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WIRING CONNECTION
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TERMINAL ON EQUIPMENT
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%%UKEY SYMBOLS%%U:
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X
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SEE BILL OF MATERIALS
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"X" = NUMBER
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34
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G
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N
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G
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FUSED DISCONNECT
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SWITCH
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SERVICE ENTRANCE
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43
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44
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480V
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(3)x TWISTED
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SHIELD PAIRS
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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LIFT STATION
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ELECTRICAL SCHEMATIC (SHT 1 OF 3)
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68S
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ATTACHMENT B-2 PAGE 123 OF 140
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OUTSIDE
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TRANSFORMER
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10A
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10A
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20A
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30A
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FLOOD LIGHT
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FUTURE
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EXTERIOR
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GFI
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13
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12
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PMR
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39
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GFI
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10A
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11
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(Typ.)
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(SEE NOTE 3)
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TO RTU
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R1
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FLASHER
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R3
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ALARM
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OUTSIDE
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LIGHT
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HORN
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OUTSIDE
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21
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23
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R
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22
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19
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L
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N
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TRANS.
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BKR.
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14
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PMR
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PM
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H1
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H4
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H3
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H2
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X1
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X4
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X3
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X2
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7
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120V
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240V
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H1
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H4
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H3
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H2
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X1
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X4
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X3
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X2
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7
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120V
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480V
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FOR 480 VOLT
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TRANSFORMER
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OUTSIDE
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TRANSFORMER
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(SEE NOTE 3)
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O
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H
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A
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15
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OL
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SUP
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M1
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8
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TO RTU
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R2
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RTU
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X00
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00X
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00X
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TD2
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18
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PL-3
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25
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R
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RTM
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17
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M1
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O
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H
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A
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15
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OL
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SUP
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M2
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8
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TO RTU
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R2
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X00
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00X
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00X
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PL-4
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25
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R
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RTM
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17
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M2
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PUMP 2
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T-STAT
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PUMP 1
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T-STAT
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RTU
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TD2
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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LIFT STATION
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ELECTRICAL SCHEMATIC (SHT 2 OF 3)
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69S
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ATTACHMENT B-2 PAGE 124 OF 140
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PMR
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FAIL
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TO RTU
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PHASE
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BREAKER TO R.T.U.
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120V POWER FROM
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TO RTU
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PUMP RUN
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M1
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NO. 1
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4-20 mA to RTU
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LEVEL TRANSMITTER
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GEN. START
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FROM RTU
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GEN. FUEL LEVEL
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4-20 mA to RTU
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HIGH
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TO RTU
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LEVEL
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TD1
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%%UNOTE%%U:
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1.
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ALL COMPONENTS ARE IN
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PANEL UNLESS INDICATED
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OTHERWISE.
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ON
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R1
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28
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25
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PL1
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R
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26
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TD1
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HIGH
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LEVEL
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14
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R1
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PL2
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SILENCE HORN
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25
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G
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POWER
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24VDC FROM RTU
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FS1
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29
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HIGH
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27
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HIGH LEVEL
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R3
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BACK-UP FLOAT
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ALARM
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FAIL
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TO RTU
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14
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R2
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TD1
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L
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N
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R2
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R3
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M1
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BKR
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TO RTU
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PUMP RUN
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M2
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NO. 2
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M2
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BKR
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MAIN
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BREAKER
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OFF
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MAIN
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BREAKER
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ON
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GENERATOR
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BKR
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GEN
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BKR
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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LIFT STATION
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ELECTRICAL SCHEMATIC (SHT 3 OF 3)
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70S
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ATTACHMENT B-2 PAGE 125 OF 140
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ALL COMPONENTS ARE IN PANEL UNLESS INDICATED OTHERWISE.
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PROVIDE 4 WIRES FOR PUMP TEMPERATURE AND MOISTURE. COORDINATE WITH PUMP SUPPLIER.
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PUMP
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%%UNOTES%%U:
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3.
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2.
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1.
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WET WELL
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NO. 1
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4-#14 WIRES FOR
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MOTOR MONITORING
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M1
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G
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BKR
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42
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PUMP
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NO. 2
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BONDED TO GROUND TERMINAL.
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ALL GROUND CONNECTIONS SHALL BE
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COPPER WIRES TO GROUND TERMINAL.
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ALL METALLIC COMPONENTS SHALL BE
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GROUND TERMINAL SHALL HAVE
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SEPARATE TERMINAL FOR EACH WIRE.
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%%UGROUNDING NOTES:
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3.
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BOX
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JUNCTION
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M2
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BKR
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42
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2.
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1.
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16
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MAIN
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BKR.
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1
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5
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9
AutoCAD SHX Text
PM
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3
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4
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0.2A
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FOR 240 VOLT
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PANEL
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PROVIDE
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10
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G
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CONTROL TRANSFORMER SHALL BE NEMA 3R, 316 PAINTED STAINLESS STEEL, MOUNTED OUTSIDE AND GROUNDED.
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GEN
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BKR.
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3
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GEN.
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RECEPT.
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2
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MAXIMUM DISTANCE
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(2 FEET MAXIMUM)
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TVSS/
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4
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30A
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24
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SPD
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31
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31
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33
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TERMINAL BLOCK IN JUNCTION BOX
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TERMINAL BLOCK
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WIRING CONNECTION
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TERMINAL ON EQUIPMENT
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%%UKEY SYMBOLS%%U:
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X
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SEE BILL OF MATERIALS
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"X" = NUMBER
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41
AutoCAD SHX Text
SSRVS 1
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W/ INTEGRAL
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BYPASS
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41
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SSRVS 2
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W/ INTEGRAL
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BYPASS
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SHUNT
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TRIP
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SHUNT
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TRIP
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OUTSIDE FP&L METER
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G
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N
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G
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FUSED DISCONNECT
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SWITCH
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SERVICE ENTRANCE
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43
AutoCAD SHX Text
44
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FLOAT
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SEAL
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GAS
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24V
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LEVEL
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TRANSMITTER
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5
AutoCAD SHX Text
29
AutoCAD SHX Text
36
AutoCAD SHX Text
34
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(3)x TWISTED SHIELD PAIRS
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240V/
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480V
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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LIFT STATION ELECTRICAL SCHEMATIC
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WITH SOFT STARTERS (SHT 1 OF 3)
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71S
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ATTACHMENT B-2 PAGE 126 OF 140
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OUTSIDE
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TRANSFORMER
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10A
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10A
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20A
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30A
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FLOOD LIGHT
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FUTURE
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EXTERIOR
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GFI
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13
AutoCAD SHX Text
12
AutoCAD SHX Text
PMR
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39
AutoCAD SHX Text
GFI
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11
AutoCAD SHX Text
(Typ.)
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(SEE NOTE 3)
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TO RTU
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R1
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FLASHER
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R3
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ALARM
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OUTSIDE
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LIGHT
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HORN
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OUTSIDE
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21
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23
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R
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22
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19
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L
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N
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TRANS.
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BKR.
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14
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PMR
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PM
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H1
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H4
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H3
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H2
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X1
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X4
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X3
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X2
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7
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120V
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240V
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H1
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H4
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H3
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H2
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X1
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X4
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X3
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X2
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7
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120V
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480V
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FOR 480 VOLT
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TRANSFORMER
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OUTSIDE
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TRANSFORMER
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(SEE NOTE 3)
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O
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H
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A
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15
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R10
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R6
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TO RTU
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R2
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RTU
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X00
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00X
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00X
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TD2
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18
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PL-3
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25
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R
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RTM
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17
AutoCAD SHX Text
PUMP 1
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T-STAT
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TD2
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SSRVS 1 RUNNING
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14
AutoCAD SHX Text
SSRVS 1 FAIL
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PL-5
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25
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A
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14
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R8
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O
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H
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A
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15
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R11
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R7
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TO RTU
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R2
AutoCAD SHX Text
RTU
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X00
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00X
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00X
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PUMP 2
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T-STAT
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14
AutoCAD SHX Text
PL-4
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25
AutoCAD SHX Text
R
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RTM
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17
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SSRVS 2 RUNNING
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14
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R9
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14
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R10
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10A
AutoCAD SHX Text
R1C
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R1A
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R1C
AutoCAD SHX Text
R1A
AutoCAD SHX Text
R2C
AutoCAD SHX Text
R2B
AutoCAD SHX Text
SSRVS 1
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CL1
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CL2
AutoCAD SHX Text
LI2
AutoCAD SHX Text
LI3(RESET)
AutoCAD SHX Text
RESET
AutoCAD SHX Text
R6
AutoCAD SHX Text
LI1
AutoCAD SHX Text
41
AutoCAD SHX Text
10A
AutoCAD SHX Text
COM
AutoCAD SHX Text
(RUN)
AutoCAD SHX Text
SSRVS 2
AutoCAD SHX Text
CL1
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CL2
AutoCAD SHX Text
LI2
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LI3(RESET)
AutoCAD SHX Text
RESET
AutoCAD SHX Text
R7
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LI1
AutoCAD SHX Text
41
AutoCAD SHX Text
10A
AutoCAD SHX Text
COM
AutoCAD SHX Text
(RUN)
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
AutoCAD SHX Text
PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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LIFT STATION ELECTRICAL SCHEMATIC
AutoCAD SHX Text
WITH SOFT STARTERS (SHT 2 OF 3)
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72S
AutoCAD SHX Text
ATTACHMENT B-2 PAGE 127 OF 140
AutoCAD SHX Text
PMR
AutoCAD SHX Text
FAIL
AutoCAD SHX Text
TO RTU
AutoCAD SHX Text
PHASE
AutoCAD SHX Text
BREAKER TO R.T.U.
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120V POWER FROM
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PUMP RUN
AutoCAD SHX Text
TO RTU
AutoCAD SHX Text
R9
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NO. 2
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TO RTU
AutoCAD SHX Text
PUMP RUN
AutoCAD SHX Text
R8
AutoCAD SHX Text
NO. 1
AutoCAD SHX Text
4-20 mA to RTU
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LEVEL TRANSMITTER
AutoCAD SHX Text
GEN. START
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FROM RTU
AutoCAD SHX Text
GEN. FUEL LEVEL
AutoCAD SHX Text
4-20 mA to RTU
AutoCAD SHX Text
HIGH
AutoCAD SHX Text
TO RTU
AutoCAD SHX Text
LEVEL
AutoCAD SHX Text
TD1
AutoCAD SHX Text
ON
AutoCAD SHX Text
R1
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28
AutoCAD SHX Text
25
AutoCAD SHX Text
PL1
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R
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26
AutoCAD SHX Text
TD1
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HIGH
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LEVEL
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14
AutoCAD SHX Text
R1
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PL2
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SILENCE HORN
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25
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G
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POWER
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24VDC FROM RTU
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FS1
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29
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HIGH
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R3
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BACK-UP FLOAT
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ALARM
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FAIL
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TO RTU
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14
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R2
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TD1
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L
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N
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R2
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%%UNOTE%%U:
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1.
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ALL COMPONENTS ARE IN
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PANEL UNLESS INDICATED
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OTHERWISE.
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SSRVS 2 FAIL
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PL-6
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25
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A
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14
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R11
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TD3
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ST
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M1
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R11
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TD4
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18
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TD4
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R10
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TD3
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18
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SET 3 SEC.
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SET 3 SEC.
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R2C
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R2B
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SHUNT TRIP AT M1 BR
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ST
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M2
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SHUNT TRIP AT M2 BR
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MAIN
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BREAKER
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OFF
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MAIN
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BREAKER
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ON
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GENERATOR
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BKR
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GEN
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BKR
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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LIFT STATION ELECTRICAL SCHEMATIC
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WITH SOFT STARTERS (SHT 3 OF 3)
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73S
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ATTACHMENT B-2 PAGE 128 OF 140
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NOT TO SCALE
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TB-1
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XFMR LINE
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XFMR LOAD
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GFCI RECEPT.
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ALARM HORN
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ALARM LIGHT
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FLOOD LIGHT
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PUMP 1 TEMP
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PUMP 2 TEMP
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GEN RUN (FUTURE)
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GEN START (FUTURE)
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SPARE BREAKER 120V POWER
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HIGH LEVEL FLOAT
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SOLAR PANEL
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%%UWIRE TERMINAL TB-1
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NOT TO SCALE
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LIFT STATION CONTROL PANEL
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GFI
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WP
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OUTSIDE
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RECEPTACLE
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3/4"C,
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2-#12,
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1-#12G
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%%ULIFT STATION CONTROL PANEL RISER
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SOLAR
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PANEL
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3/4"C,
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2-#12,
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FLOOD
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LIGHT
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3/4"C,
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4-#12,
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HIGH LEVEL
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ALARM LIGHT
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3/4"C,
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2-#12,
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OUTSIDE
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HORN
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3/4"C,
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OUTSIDE
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TRANSFORMER
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3/4"C,
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4-#10,
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JUNCTION BOX
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(CONTROL SIDE)
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1"C,
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12-#14,
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1"C,
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1-TSP
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VALVE
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PIT
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FLOAT
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LEVEL
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TRANSMITTER
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1"C
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MSC
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TSP = 600V RATED #16/2 TWISTED SHIELDED PAIR
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MSC = MANUFACTURER SUPPLIED CABLE
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%%ULEGEND:
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%%UNOTES:
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1"C
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MSC
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(NOTE 2)
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1.
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2.
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1"C,
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1-#14G
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3-TSP
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(NOTE 1)
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J
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NEMA 7
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BOX
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(NOTE4)
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FUTURE
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GENERATOR
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J
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NEMA 4
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4x4x4
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3.
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(NOTES 3 & 5)
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1"C,
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1-TSP
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1"C,
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1-TSP
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2-#14,
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1-#14G
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1-#14G
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SHLD
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WET WELL LEVEL XMITTER
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SHLD
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SHLD
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VALVE PIT (FUTURE WASTE WATER PRESSURE TRANSMITTER)
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GEN FUEL LEVEL (FUTURE)
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RPZ/POTABLE WATER PRESSURE TRANSMITTER
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+
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SHLD
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SHLD
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SPARE ANALOG MODULE 2, CH0
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SPARE (PLC IN11)
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SPARE (PLC IN12)
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SPARE (PLC IN13)
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SPARE (PLC IN14)
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SPARE (PLC IN15)
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SPARE (PLC IN16)
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SPARE (PLC IN17)
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SPARE (PLC IN18)
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SPARE (PLC IN19)
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PVC BOX
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4.
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5.
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ONLY TERMINATE FIELD CABLES WHEN INSTRUMENTS ARE INSTALLED. OTHERWISE COIL THE SPARE CABLES IN CONTROL PANEL.
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1-#14G
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USE TWISTED SHIELDED PAIR CABLES FOR SIGNALS. ANY SHIELDED CABLE MUST REMAIN SHIELDED ALL THE WAY TO PLC INPUTS. GROUND CABLE SHIELD ONLY AT ONE END INSIDE THE CONTROL PANEL. PROVIDE LIQUID TIGHT NONMETALLIC FLEXIBLE CONDUIT WITH SEAL TYPE FITTINGS FOR LEVEL TRANSMITTER CABLE INSIDE THE WET WELL. COORDINATE WITH THE COUNTY FOR THE LOCATION OF FUTURE SKID MOUNTED GENERATOR INSIDE THE LIFT STATION FENCE. PROVIDE AND INSTALL EXPLOSIONPROOF BOX INSIDE THE VALVE PIT. MIN. DIMENSION 4"x4"x4", CROUSE HINDS GUB01 OR APPR. EQUAL. PROVIDE CONDUIT OPENINGS AS REQUIRED. MOUNT THE BOX ON THE VALVE PIT WALL WITH 316 S.S. MOUNTING HARDWARE MIN. 24" FROM THE VALVE PIT FLOOR. INSTALL GENERATOR JUNCTION BOX 24" ABOVE FLOOR WITH 316 S.S. UNISTRUT SUPPORT AND 316 S.S. MOUNTING HARDWARE. BOX SHALL NOT IMPOSE THE TRIPPING HAZARD.
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SPARE ANALOG MODULE 2, CH1
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SPARE ANALOG MODULE 2, CH2
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SPARE ANALOG MODULE 2, CH3
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POTABLE WATER
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PRESSURE
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TRANSMITTER/RPZ
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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LIFT STATION CONTROL PANEL
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ELECTRICAL RISER
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74S
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ATTACHMENT B-2 PAGE 129 OF 140
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1. REMOTE TELEMETRY UNITS AND APPURTENANCES (R.T.U.) A. The Remote Telemetry Units shall be microprocessor based, user programmable, Programmable Logic Controllers (PLC's) which shall serve as an interface to accumulate, process, transmit and receive discrete and analog status and control messages between the RTU base stations and the remote RTU sites located within a ten mile radius of the base station. B. Each RTU shall be PLC based, with sufficient battery backed RAM, or EEPROM non-volatile backup memories to provide all discrete and analog status, monitoring and control functions and shall be designed to operate in an outdoor industrial environment. C. The programmable controller shall be designed to operate in an industrial environment. The PLC shall be capable of operation in an ambient temperature range of 0°-60°C and a relative humidity of 5-95 percent, non-condensing. The PLC shall be capable of operation on supply voltages of 24VDC. D. All components of the PLC system shall be of the same manufacturer who is regularly engaged in the manufacture of programmable controllers. The manufacturer shall have fully tested units similar to that being furnished in an industrial environment with associated electrical noise. The processing unit shall perform the operations functionally described herein based on the program stored in memory and the status of the inputs and outputs. E. The processor and its associated memory shall be enclosed in a modular sheet metal enclosure. Memory shall consist of battery-backed RAM, which shall retain the control program in the event of AC power loss. Memory shall be not less than 8K user logic for any PLC and shall be adequate for all control functions specified. A minimum of 1920 on-board registers shall be addressable. F. The relay logic instructions of the programmable controller shall include normally open; normally closed; transitional positive and negative contacts; timers in .01, .1, and 1.0- second resolution; and up/down counters. Register and table instructions shall include block moves, table to register, register to table, FIFO, table search, and table to table. Register matrix operations shall include bit sense, bit set/clear, and, or, exclusive or, bit rotate, and complement. G. LED-type indicating lights shall be provided as follows: READY, RUN. H. Programmable controllers and accessory equipment shall be Allen Bradley MicroLogix 1400, with memory module and two analog extension modules. I. All RTUs shall be powered with 115 VAC through a power supply capable of float charging sealed Gel-cell batteries and shall include an AC power monitor with alarm output to the RTU on loss of AC power. Power supply shall be of sufficient capacity to provide all required DC power to all RTU equipment, discrete and analog input/output circuitry, under full load, communications interface equipment, radios and other radio interface/conditioning equipment and appurtenances as required. The primary power supply for radio, PLC and battery backup shall be 100 Watt, 24VDC Allen Bradley 1606-XLP100E. The batteries shall be lead acid sealed, 12 volt, 18 ampere-hour, model Power Sonic PS-12180. Two 12 volt batteries shall connected in series to get 24VDC battery backup. The Radio shall be powered through a relay contact and the PLC shall be able to power up or power down the radio as necessary. As second power source, provide a Solar Panel with all necessary components including a solar controller. Solar panel shall be mounted on the antenna pole with stainless steel U-bolts. The solar panel Installation shall meet 150MPH wind loading requirements. Solar panel shall be 55 watt, 24 volt panel Solartech SPM055P-WP-F with Solar panel shall be 55 watt, 24 volt panel Solartech SPM055P-WP-F with pole mounting kit Sunwize 007954. The solar controller shall be Morningstar Sunsaver SS-10L-24V. See wiring schematics for general information.
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K. All analog inputs shall be furnished with lightning surge protection devices. Sufficient I/O shall be provided for each RTU to accommodate future expansion. 1. Digital inputs shall be 24VDC from dry contacts. 2. All outputs shall be wired through interposing relays (item 27). All analog and digital inputs shall be wired to terminal strip. 3. Analog input circuits shall be isolated, 12-bit resolution type. Analog inputs shall be coordinated with the receivers but shall generally be isolated 24V 4-20 mA inputs powered from the PLC. Analog input hardware shall be provided as specified for all types of analog inputs being transmitted to the PLC. L. The RTU hardware shall be assembled to the back plate of the control panel or placed in a separate panel enclosure with a back plate. All components shall be mechanically secured and fully wired. A bonding wire #12 AWG with crimped end terminals is required between the back plate and control panel.
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J. Provide one spare PLC and one spare radio for every group of three lift stations or less.
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M. The following is a summary of approved remote telemetry equipment/materials and manufacturers.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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REMOTE TELEMETRY UNIT
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SPECIFICATIONS (SHT 1 OF 5)
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75S
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ATTACHMENT B-2 PAGE 130 OF 140
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%%UEquipment/Material
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I/O List: Pump No. 1 Rundigital input I/0 digital input I/0 Pump No. 2 Rundigital input I/1 digital input I/1 Pump No. 1 HOAdigital input I/2 digital input I/2 Pump No. 2 HOA digital input I/3 digital input I/3 digital input I/3 Generator Run(future) digital input I/4 (future) digital input I/4 digital input I/4 Back-up Float Faildigital input I/5 digital input I/5 Power Fail digital input I/6 digital input I/6 High Level Alarmdigital input I/7 digital input I/7 Phase Monitor Alarm digital input I/8 digital input I/8 Main Breaker OFFdigital input I/9 digital input I/9 Generator Breaker ONdigital input I/10 digital input I/10 Pump No. 1 Startdigital output O/0 digital output O/0 Pump No. 2 Startdigital output O/1 digital output O/1 Portable Generator Start(future)digital output O/2 (future)digital output O/2 digital output O/2 Radio Power Controldigital output O/3 digital output O/3 Lift Station Levelanalog Input IV1 (extension module 1) analog Input IV1 (extension module 1) Gen. Fuel Level or water pressure(future) analog Input IV2 (extension module 1) (future) analog Input IV2 (extension module 1) analog Input IV2 (extension module 1) Force Main Pressure (future) analog Input IV3 (extension module 1) (future) analog Input IV3 (extension module 1) analog Input IV3 (extension module 1) Potable water pressure analog Input IV4 (extension module 1) analog Input IV4 (extension module 1) analog Input IV4 (extension module 1)
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%%UManufacturer
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RF Lightning Surge Suppressor
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Analog Surge Suppressor
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Antenna Cable
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5 Watt Ethernet/Serial Radio to communicate w/
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A) PolyPhaser Corporation - IS-50NX-C2
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A) EDCO Inc. - PC 642C-036 (Qty. 4)
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A) Andrews Heliax - LDF4-50A Low Loss Coaxial Cable
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A) Microwave Data System - SD4-CES-NNSNN
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Programmable Logic Controller Processor
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120VAC to 24VDC Power Supply
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Antenna - 450MHz - 475MHz
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RF Coaxial Connector
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Vapor Phase Corrosion Inhibitor Capsules
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2. RTU COMMUNICATIONS INTERFACE
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A. Bi-directional communications of status, commands and radio diagnostics between the
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RTUs and the RTU base station shall be provided by the RTU communications interface
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subsystem. The PLC MODBUS serial interface port shall serve as the RTU
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communications interface. The data transmission rate shall be set to operate at 9600
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Baud (synchronous) in RTU mode.
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B. The RTU communications interface shall control the modem during the polling
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sequence. It shall be possible to assign a base address to each RTU through the data
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interface. The addressing scheme shall allow a minimum of 247 RTUs for each data
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link. The communications protocol shall be master-slave MODBUS RTU.
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3. RTU RADIO SECTION AND APPURTENANCES
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A. The radio to communicate with any towers except CTEL 2 shall consist of a Microwave Data
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Systems model SD4-CES-NNSNN 5-watt (continuous) digital FSK modulation type radio transceiver
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with integral RF modem, RS-232 synchronous serial interface and cable, private line coded squelch
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and carrier defeat timer to inhibit communications lockup. Radio transceiver shall include
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automatic frequency, control, loop-back and SMART diagnostics remote maintenance module to
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monitor; power out, RSSI, voltage level, internal temperature and forward/reflected power.
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Radio enclosure shall include RF shield. The interface cable from radio to RF surge suppressor
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shall be 36" long, RG142 cable with N. Male RF connectors. The radio to communicate with CTEL 2
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shall be as shown in above equipment lists.
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A) Allen Bradley MicroLogix 1400/1766-L32BXB, with memory module 1766-MM1 & two analog extension modules 1762-IF4 A) Allen Bradley - 1606-XLP100E A) Sinclair - SY307-SF3SNM(ABK) - (Single array Yagi antenna) B) Sinclair - SY3072-SF3SNM(ABK) - (Dual array Yagi antenna) A) Type to be determined after new Tower CTEL 2 is established. A) Andrews - L4TNM-PSA or L4TNF-PSA A) Hoffman Model A-HC15E B) ZERUST Model VC-6-2
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towers NTEL 1, NTEL 2, CTEL 1, STEL, WTEL
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10 Watt Ethernet/Serial Radio to communicate
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A) Microwave Data System - ORBIT MXNXL2XNNNNNNS1F5DUNN
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with tower CTEL 2
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Antenna - 216MHz - 235MHz
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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REMOTE TELEMETRY UNIT
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SPECIFICATIONS (SHT 2 OF 5)
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76S
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ATTACHMENT B-2 PAGE 131 OF 140
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B. Remote terminal unit antenna to communicate with any towers except CTEL 2 shall be a heavy-duty, pole-mounted, grounded, 450 MHz - 470MHz Yagi, directional type furnished with a minimum of 30 feet of Andrews Heliax (LDF4-50A) low loss coaxial antenna cable or approved equal, line adapter, lightning protector and appurtenances. Antenna and accessories shall be an SY307-SF3SNM(ABK) as manufactured by Sinclair or approved equal. Dual array Yagi antennae Sinclair SY3072-SF3SNM(ABK) shall be required if the Remote Receive Signal Strength (RSSI) is less than 95 dbm. Minimum antenna height shall be 18 feet above grade. On new mast installations, fabricate the antenna from 21 feet length of schedule 40 galvanized steel continuous pipe (2 inch diameter) or approved equal. Paint lower 4 feet with asphaltum paint and cap the top of the pipe. RF lightning surge suppressor shall be IS-50NX-C2 by Polyphaser Corporation. Yagi antenna shall have a pig tail with N-Male connector. Coaxial antenna cable shall have an N-Female connector Andrew L4TNF-PSA on one end and an N-Male connector Andrew L4TNM-PSA connector on other end. The antenna connectors on the antenna mast shall be wrapped with rubber tape and heat shrink tubing. Heat shrink tubing shall be Alpha FIT-321-1inch. The antenna orientation toward the receiving communication tower shall be set using appropriate instruments. The antenna to communicate with CTEL 2 to be determined after the tower is established.
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C. The complete communications subsystem including all interconnecting cables shall contain lightning, surge and transient protection. All antennae masts shall be grounded. D. Radios shall be programmed by PBCWUD technicians for the frequency of the tower that the radio will be communicating with. See attached RTU Schedule for location of stations. Frequencies are as follows: 1. North Tower 1 (NTEL 1) - Remote transmit-465.1500 MHz - Receive-460.1500 MHz For stations located north of Lantana Rd., south of Roebuck Rd., and east of S.R. 7 2956 Pinehurst Dr., Greenacres, FL(Coordinates: 26°38.017'N, 80°09.352'W) (Coordinates: 26°38.017'N, 80°09.352'W) 2. North Tower 2 (NTEL 2) - Remote transmit-456.8625 MHz - Receive-451.8625 MHz For stations located north of Forest Hill Blvd., and east of S.R. 7 8130 North Jog Rd., West Palm Beach, FL(Coordinates: 26°47'52.50"N, 80°08'12.97"W) (Coordinates: 26°47'52.50"N, 80°08'12.97"W) 3. Central Tower 1 (CTEL 1) - Remote transmit-465.750 MHz - Receive-460.750 MHz For stations located south of Lantana Rd. and North of Clint Moore Rd. 12751 Hagen Ranch Rd., Delray Beach, FL (Coordinates: 26°29.260'N, 80°10.018'W) (Coordinates: 26°29.260'N, 80°10.018'W) 4. Central Tower 2 (CTEL 2) - Transmit and Receive frequencies to be determined after the new CTEL 2 is built. For stations located south of Lantana Rd. and North of Clint Moore Rd. (Coordinates: TBD) (Coordinates: TBD) 5. South Tower (STEL) - Remote transmit-465.075 MHz - Receive-460.075 MHz For stations located south of Clint Moore Rd. 22438 S.W. 7th Street, Boca Raton, FL (Coordinates: 26°20.586'N, 80°11.840'W) 6. West Tower (WTEL) - Remote transmit-465.525 MHz - Receive-460.525 MHz For stations located north of S.R. 80 and west of S.R. 7; plus all stations located north of Roebuck Rd. 20 S.R. 880, Loxahatchee, FL (Coordinates: 26°41.05'N, 80°23.37'W) (Coordinates: 26°41.05'N, 80°23.37'W) 4. RTU ELECTRICAL TRANSIENT PROTECTION A. All electrical and electronic elements shall be protected against damage due to electrical transient induced in interconnecting lines from lightning discharges and nearby electrical systems. B. Manufacturer's Requirements: All surge suppressor devices shall be manufactured by a company that has been engaged in the design, development, and manufacture of such devices for at least 5 years. C. Suppressor Locations: As a minimum, provide surge suppressors at the following locations: 1. At any connections between field mounted instrument and electronic equipment. 2. At the field, panel, or assembly connections of all analog signal circuits that have any portion of the circuit extending outside of a protecting building. 3. Between the radio and external mounted antenna.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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REMOTE TELEMETRY UNIT
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SPECIFICATIONS (SHT 3 OF 5)
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77S
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ATTACHMENT B-2 PAGE 132 OF 140
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5. The suppressor shall be of the type PC 642C-036 by EDCO Inc. or approved equal. E. RF Surge Suppressors: RF surge suppressors shall: 1. Meet or exceed the following technical specifications: a. Surge: 50kA IEC 1000-4-5 8/20ms Waveform 500 Joules b. Turn on: 600 VDC +/-20% c. Turn on time: 2.5ns for 2kV/ns d. Frequency Range: 125MHz to 1GHz e. VSWR: <1.1 to 1 over frequency range <1.1 to 1 over frequency range 1.1 to 1 over frequency range f. Insertion Loss: <0.1 dB over frequency range <0.1 dB over frequency range 0.1 dB over frequency range g. Temperature: -45°C to +85°C Storage/Operating +50°C h. Unit Impedance: 50 Ohm i. Mounting: Flange 2. The suppressor shall be of the type IS-50NX-C2 by PolyPhaser Inc. or approved equal. 5. RTU CORROSION PROTECTION
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A. All indoor and outdoor cabinets, panels and consoles shall be fitted with vapor
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phase corrosion inhibitor capsules capable of protecting 5-cubic feet of space for one
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year; Hoffman Model A-HC15E, ZERUST Model VC-6-2 or approved equal. Capsules shall
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be labeled with the date of activation.
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6. RTU FABRICATION
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A. Cabinets and panels shall provide mounting for power supplies, control equipment,
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input/output subsystems, panel mounted equipment and appurtenances. Ample space
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shall be provided between equipment to facilitate servicing and cooling.
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B. Terminal blocks shall be factory assembled on a miniature mounting channel and the
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channel bolted to the steel strap. Terminals shall be miniature screw type with integral
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fuse holder unless otherwise required. Terminal blocks shall provide access to screw
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terminals without disabling the fuses.
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C. The terminals shall be marked vertically with a permanent, continuous marking strip
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from top to bottom. One side of each terminal strip shall be reserved exclusively for
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field incoming conductors. Common connections and jumpers required for internal wiring
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shall not be made on the field side of the terminal. Subject to the approval of the
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Owner, a vendor's pre-engineered and prefabricated wiring termination system will be
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acceptable.
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D. Wiring shall comply with accepted standard instrumentation and electrical practices
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and codes. For each pair of parallel terminal blocks, the field wiring shall be between
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the blocks.
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E. All wiring shall be bundled and run open or enclosed in vented plastic wire way, as
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required. All conductors run open shall be bundled and bound at regular intervals, not
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exceeding 12 inches, with nylon cable ties. Care shall be taken to separate electronic
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signal, discrete signal, and power wiring. A copper ground bus shall be installed the full
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length of each panel. Interior panel wiring and field wiring shall be tagged at all
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terminations with machine-printed plastic sleeves. The wire number shall be the ID
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number listed in the input/output schedules.
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4. Meet or exceed the following performance criteria:
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a. Peak Source Current: 10,000 amps
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b. Voltage Clamp Rating: 36 volts
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c. Temperature Range: -40 degrees C to +85 degrees C
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d. Maximum Operating Voltage: 30V dc
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e. Operating Current: 4 to 20 mA dc
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1. Have a dual-pair (four wire) module with the base.
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2. Employ three-stage hybrid technology.
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3. Be epoxy encapsulated with a nonflammable phenolic enclosure. Epoxy encapsulation
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shall be flame retardant.
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D. Surge Suppressors for Analog Signal Connections: Surge suppressors for analog
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signal circuits shall:
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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REMOTE TELEMETRY UNIT
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SPECIFICATIONS (SHT 4 OF 5)
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78S
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ATTACHMENT B-2 PAGE 133 OF 140
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F. Wires shall be color coded as follows:
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Neutral - White
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Ground - Green
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Power - Red
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Signal - Black and White
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Control - Violet
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Special - Blue
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G. Panels shall be provided with a main circuit breaker.
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1. Enclosure shall be manufactured with 14 gauge Type 304, Powder Coated White, Stainless Steel Bodies and Doors, NEMA 4X. 2. Enclosure shall have seams continuously welded and ground smooth with no holes or knockouts. 3. Enclosure shall have a seamless foam-in-place gasket that assures a watertight and dust-tight seal. Glued-in place gaskets will not be accepted. 4. Enclosure shall have a rolled lip around three sides of door and all sides of enclosure to exclude liquids and contaminants. 5. All external hardware shall be stainless steel with piano hinge, three-point latch with roller fitting top and bottom and single handle with padlock fitting and stainless steel external parts. 6. Enclosure shall have an internal high impact thermoplastic data-pocket. 7. Enclosure shall have collar studs provided for mounting the Remote Telemetry Unit Panel. Collars studs will be placed identically in all enclosures and identical to existing Lift Station installations to facilitate moving of the Remote Telemetry Unit back-panel to another enclosure or lift station location as necessary. 8. Enclosure shall be lockable 30 inches in height by 24 inches in width and 12 inches in depth (30"H x 24"W x 12"D). 9. Enclosure shall be the product of a U.L. Listed manufacturer and made in accordance with the NEMA Type 4X standard. 10. Enclosure shall be by Hoffman Enclosures, Inc., or approved equal. The back-panel shall be stainless steel or aluminum. 11. Enclosure shall have a welded drip shield along the top front of the enclosure to guard against water intrusion. The drip shield shall extend 2-3-inches from top front edge of enclosure and be manufactured from stainless steel. 12. For RTUs to be incorporated into pump station electrical control panels: equipment shall be mounted on the back plate of the control panel.
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J. Stand alone RTU panel enclosures shall have the following specifications:
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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REMOTE TELEMETRY UNIT
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SPECIFICATIONS (SHT 5 OF 5)
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79S
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ATTACHMENT B-2 PAGE 134 OF 140
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%%URTU WIRING DIAGRAM
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120VAC FROM RTU BREAKER
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R5
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N
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N
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120VAC
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+
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-
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12V BATTERY
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+
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-
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SOLAR CONTROLLER
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4
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3
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+
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-
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-
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1
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2
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6
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5
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-
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+
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+
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RADIO
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R5
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R5
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R5
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5A
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10A
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R5
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24VDC POWER SUPPLY
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+
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-
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RR4
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RR4
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5
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PLC
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SOLAR PANEL
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L
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24VDC TO BACK UP FLOAT CONTROL
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24VDC
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6A
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10A
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IN0-
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IN0+
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ANALOG INPUTS
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1762-IF4
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ALLEN BRADLEY
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IN1-
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IN1+
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+
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+
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4-20MADC
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10
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8
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-
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6
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-
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9
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7
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-
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4
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1
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-
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5
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SA1
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2
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+
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+
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3
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-24VDC
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+24VDC
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LIFT STATION LEVEL
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GEN FUEL LEVEL OR WATER PRESSURE
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FORCE MAIN PRESSURE
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POTABLE WATER PRESSURE/RPZ
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FROM RTU POWER SUPPLY
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IN2-
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IN2+
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IN3-
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IN3+
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+
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+
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4-20MADC
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10
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8
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-
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6
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-
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9
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7
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-
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4
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1
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-
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5
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SA2
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2
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+
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+
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3
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%%UPLC ANALOG INPUTS WIRING DIAGRAM
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4-20MADC
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-24VDC
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+24VDC
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FROM RTU POWER SUPPLY
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-24VDC
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+24VDC
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FROM RTU POWER SUPPLY
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R5
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POWER
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FAIL
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RTU
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12V BATTERY
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+
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-
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0.5A
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0.5A
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0.5A
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0.5A
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0.5A
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MODULE 1
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IN0-
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IN0+
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ANALOG INPUTS
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1762-IF4
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ALLEN BRADLEY
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IN1-
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IN1+
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+
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+
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4-20MADC
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10
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8
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-
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6
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-
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9
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7
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-
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4
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1
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-
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5
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SA3
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2
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+
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+
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3
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-24VDC
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+24VDC
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SPARE
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FROM RTU POWER SUPPLY
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IN2-
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IN2+
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IN3-
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IN3+
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+
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+
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4-20MADC
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10
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8
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-
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6
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-
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9
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7
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-
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4
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1
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-
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5
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SA4
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2
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+
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+
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3
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4-20MADC
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-24VDC
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+24VDC
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FROM RTU POWER SUPPLY
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-24VDC
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+24VDC
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FROM RTU POWER SUPPLY
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0.5A
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0.5A
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0.5A
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0.5A
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MODULE 2
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SPARE
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SPARE
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SPARE
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4-20MADC
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-24VDC
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+24VDC
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FROM RTU POWER SUPPLY
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-24VDC
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+24VDC
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TO INSTRUMENTS
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TO INSTRUMENTS
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4-20MADC
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-24VDC
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+24VDC
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FROM RTU POWER SUPPLY
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45
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45
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%%UNOTES%%U:
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1.
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X
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SEE BILL OF MATERIALS.
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46
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
8" WIDE EXTERIOR MANHOLE JOINT SEAL (REQUIRED BETWEEN ALL PRECAST WET WELL BARREL SECTIONS) INSIDE AND OUTSIDE JOINTS TO BE GROUTED (TYP.)
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(MIN. 84" FOR PUMPS
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25 H.P. AND LARGER)
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APPROVED MINIMUM "x10" (316) STAINLESS STEEL 34"x10" (316) STAINLESS STEEL WEDGE ANCHORS, EMBEDDED MIN. 7" INTO CONCRETE. NUTS & WASHERS TO BE COATED WITH HEAVY BITUMASTIC AFTER FINAL ASSEMBLY.
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CABLE CLAMP KELLUM GRIP
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SEAL CABLES
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SLEEVES SIZED TO ACCOMMODATE 3-2" CONDUITS 1-1" CONDUIT
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CAULK WATER-TIGHT AFTER INSTALLATION
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GATE VALVE W/ BOX
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HORIZONTAL SWING CHECK VALVE WITH LEVER AND WEIGHT
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STAINLESS STEEL LIFTING CHAIN MIN. SIZED FOR PUMP WEIGHT, MIN. " 2200 S.W.L.14" 2200 S.W.L.
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HIGH WATER ALARM FLOAT
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RAMNEK & NON-SHRINKING GROUT IN ACCORDANCE WITH STANDARD MANHOLE SPECIFICATIONS. WET WELL PIPING AND VALVE VAULT PIPING TO RECEIVED 2 COATS OF KOPPERS BITUMASTIC 300M, 8-10 MILS EACH COAT, OR APPROVED EQUAL. ALL STEEL IN WET WELL SHALL BE STAINLESS STEEL, INCLUDING GUIDE BARS, LIFTING CHAIN, CABLE SUPPORTS, CABLE HOLDER, AND GUIDE BAR BRACKET (TYPE 316). TYPE II REINFORCED CONCRETE (#4 BARS THROUGHOUT), 4000 P.S.I. CALCAREOUS AGGREGATE REQUIRED (MIN. CaCO3 CONTENT: 65% IN LARGE AGGREGATE, 50% IN CONCRETE SCREENING). SEE PLAN FOR CORRECT ORIENTATION OF PIPES, VENT, AND OTHER FIXTURES. ALL HARDWARE INSIDE AND OUTSIDE OF WET WELL AND VALVE PIT SHALL BE STAINLESS STEEL (TYPE 316). A. INSTALL " THICK STAINLESS STEEL PLATE THAT EXTENDS MIN. 3" AROUND PERIMETER OF BASE ELBOW. 38" THICK STAINLESS STEEL PLATE THAT EXTENDS MIN. 3" AROUND PERIMETER OF BASE ELBOW. B. BASE ELBOW ANCHORS SHALL BE MIN. "x10" (316) STAINLESS STEEL, DOUBLE NUTTED, MIN. 2" THREAD LENGTH, TORQUED TO 34"x10" (316) STAINLESS STEEL, DOUBLE NUTTED, MIN. 2" THREAD LENGTH, TORQUED TO 150 FOOT POUNDS. THREADED AREAS OF CORPORATION STOP SHALL BE SPIRAL WRAPPED WITH TWO WRAPS OF TEFLON TAPE. INTERIOR OF A NEW WET WELL SHALL BE LINED WITH AN APPROVED SOLID THERMOPLASTIC CAST-IN LINER. INTERIOR OF A REHABILITATED WETWELL AND THE VALVE VAULT SHALL BE COATED WITH AN APPROVED CORROSION BARRIER SYSTEM. ANY PREVIOUSLY INSTALLED PIPING/EQUIPMENT SHALL BE PROTECTED FROM OVERSPRAY. PAINT PUMP NUMBERS (1,2) ON UNDERSIDE OF WET WELL AND VALVE VAULT ALUMINUM COVERS (COLOR=RED, HEIGHT=12" MIN.) A DROP PIPE MAY BE REQUIRED FOR HIGH FLOW LIFT STATIONS. ALL PERTINENT NOTES FROM WET WELL DETAIL WITH CAST-IN LINER APPLY.
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BASE AND FIRST WALL SECTION (MONOLITHIC POUR)
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BASE ELBOW INSERT (IF REQUIRED)
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1'-6"
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MIN
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.
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8" SLAB MIN.
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12" MIN.
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SUBMERSIBLE PUMPS WITH LIFTING BALE
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MIN. 6" CONC.
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W/ 6X6 WWF
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GATE VALVE
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STAINLESS STEEL CABLE RACK
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FALL PROTECTION DEVICE
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STANDARD ALUMINUM COVER (SEE DETAIL)
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20" LONG #6 BARS EPOXIED INTO WET WELL TOP AND VALVE VAULT SLAB (SPACED EVERY 2')
LEVEL TRANSDUCER WITH CABLE LENGTH AS NECESSARY (FIELD ADJUST MOUNTING LOCATION AS NEEDED)
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NEW 1/2" THICK, 3" WIDE, 316 S.S. SUPPORT PLATE AND 3/8"x3", 316 S.S., ANCHOR BOLTS
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12.
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C900 PVC DR18 INFLUENT
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6"
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COMPANION FLANGE W/ ALUMINUM CAM-LOK
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EMERGENCY D.I.P. BY-PASS
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(3)45°BENDS(MJ)
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MIN.18"
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D.I.P. WYE(MJ)
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D.I.P.
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2" PVC DRAIN THRU WALL LINER (SEE DETAIL 51S) W/ 90° ELBOWINSTALLED ON WET WELL END
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LOCKWASHERS REQUIRED AT BOTH TOP AND BOTTOM ELBOWS.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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TYPICAL LIFT STATION
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(SECTION)
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81S
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ATTACHMENT B-2 PAGE 136 OF 140
CRITICAL:
VENT PIPE TO BE AS CLOSE
TO BUILDING AS POSSIBLE.
SCREEN
REQUIRED
WYE
NOTES:
1. APPROVED PLUMBING PLAN MUST BE ON JOB SITE FOR INSPECTION,
IF NOT, INSTALLATION WILL BE REJECTED.
2. PLUMBING SHALL CONFORM TO ALL PALM BEACH COUNTY AND
OTHER APPLICABLE CODES.
3. TEMPORARY CAP IN PLACE (NO SEWAGE). UPSTREAM OF THE VENT
PIPE TO BE IN PLACE UNTIL WUD INSPECT AND INSTALL VALVE
4. EXISTING SEPTIC TANK TO BE ABANDONED IN ACCORDANCE WITH
LOCAL HEALTH DEPT. SPECIFICATIONS.
5. AIR INTAKE ASSEMBLY IS REQUIRED.
6. AIR VAC VALVE WILL BE INSTALLED BY UTILITY AFTER 4" AIR-INTAKE
ASSEMBLY IS IN PLACE.
7. 6. SEWER CONNECTION FEES TO BE PAID PRIOR TO CONNECTION.
8. TEMPORARY CAP IN PLACE UNTIL WUD INSPECT AND INSTALL VALVE.
9. CAP IS NOT TO BE REMOVED UNTIL WUD HAS INSTALLED VALVE
AIR-INTAKE
ASSEMBLY
DETAIL
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RIGHT-OF-WAY (TYP.)
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2' M
IN
.
CLEAN-OUT AT R/W LINE
TO GRADE REQUIRED
(END OF PBCWUD SYSTEM)
3' MINIMUM PIPE LENGTH D.W.V SCH.40.
PIPE IDENTIFICATION ON TOP OF PIPE.
VENT 2' ABOVE OR 10' AWAY FROM A FRESH
AIR INTAKE, WINDOW, DOOR OR SOFFIT VENT.
VENT PIPE SHALL BE SECURED AND PROTECTED
FROM DAMAGE.
AIR-INTAKE
ASSEMBLY
SERVICE LATERAL DEPTH
VARIES FROM 3'6" TO 7'
R
IG
H
T
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F
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A
Y
R
IG
H
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-
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TEMPORARY
CAP
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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TYPICAL WASTEWATER SERVICE
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INSTALLATION FOR VACUUM SEWER
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82S
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ATTACHMENT B-2 PAGE 137 OF 140
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BACK SLOPE 20:1
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TOP OF BANK
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SOD AND PIN ABOVE RIP-RAP RUBBLE TO TOP OF BANK
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2
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1
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CANAL BOTTOM
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RIP-RAP RUBBLE 8"-12" DIAMETER STONE SIZE
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WOVEN GEOTEXTILE FILTER FABRIC PLACED UNDER RIP-RAP RUBBLE
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CANAL DESIGN SECTION
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TOE OF CANAL SHALL BE STABILIZED
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D.H.W. EL. = (NAVD 88)
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2
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1
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NOTES: 1. RIP-RAP RUBBLE AND ITS INSTALLATION MUST MEET CANAL OWNERSHIP SPECIFICATIONS AND PERMITTING REQUIREMENTS. 2. DUMP RUBBLE IN PLACE FORMING A COMPACT LAYER CONFORMING TO THE CANAL DESIGN SECTION SLOPE. ENSURE THAT RUBBLE DOES NOT SEGREGATE SO THAT SMALLER PIECES EVENLY FILL THE VOIDS BETWEEN LAGER PIECES. 3. AN ALTERNATIVE DESIGN WILL BE CONSIDERED AND MUST RECEIVE PRIOR APPROVAL FROM THE CANAL PROPERTY OWNER.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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RIP-RAP RUBBLE DETAIL (N.T.S.)
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83S
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ATTACHMENT B-2 PAGE 138 OF 140
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*
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%%UNOTES%%U:
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1.
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7'-0" MIN. W/BARRIER
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TREES SHOWN ON THIS PLAN ARE FOR GRAPHIC REPRESENTATION ONLY. TREE SPACING IS BASED ON DESIGN REQUIREMENTS AND THE TREES SHOWN ON THESE PLANS ATTEMPT TO ACCOMPLISH THAT SPACING WHILE MAINTAINING THE REQUIRED SETBACKS FROM UTILITIES. TREES MAY BE FIELD ADJUSTED TO AVOID CONFLICTS WITH DRIVEWAYS AND UNDERGROUND UTILITIES. IN ANY CASE THE TREES SHALL BE LOCATED IN THE FIELD IN ACCORDANCE WITH THE PLANTING DETAILS SHOWN HEREON.
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2.
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TREES ARE TO BE INSTALLED WITH A TEN FOOT (10') SEPARATION FROM ANY WATER OR SEWER MAIN AND/OR SERVICE, HYDRANTS, AND LIFT STATIONS. IF A TEN FOOT (10') SEPARATION CANNOT BE ACHIEVED, THE TREE CAN BE INSTALLED WITH A ROOT BARRIER SYSTEM. HOWEVER, IN NO CASE SHALL A TREE ENCROACH INTO A PBCUE WITHOUT PRIOR DEPARTMENT APPROVAL.
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10'-0" MIN. W/O BARRIER
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2' MIN.
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5' MIN.
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PBCWUD WATER AND/OR SEWER FACILITIES (I.E. MAINS, SERVICES,AND/OR LATERALS)
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15'
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7.5'
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7.5'
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PBCWUD WATER AND/OR SEWER FACILITIES (I.E. MAINS, SERVICES, AND/OR LATERALS)
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SECTION
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PLAN
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ROOT BARRIER BY "TYPAR BIOBARRIER" AND/OR "DEEPROOT"
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ROOT BARRIER BY "TYPAR BIOBARRIER" AND/OR "DEEPROOT"
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36" MIN.
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COVER
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39"MIN.
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7'-0" MIN. W/BARRIER
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10'-0" MIN. W/O BARRIER
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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REVISION/ISSUE DATE
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6/2019
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LANDSCAPE AND
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ROOT BARRIER DETAIL
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84S
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ATTACHMENT B-1 PAGE 139 OF 140
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*
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%%UNOTES:
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%%UPROFILE VIEW
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%%UPLAN VIEW
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COMBINATION AIR RELEASE VALVE
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25"
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5'-0"
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4'-0"
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15"
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25"
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12"
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GRADE
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PEA ROCK
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12"
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MIN.
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12"
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MIN.
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2"-45° ELBOW
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2" CORP. STOP W/ COMPRESSION FITTING
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2"-90° ELBOW
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COMBINATION AIR RELEASE VALVE
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VENTED AIR ENCLOSURE (SEE NOTE 7)
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2" DOUBLE STRAP SADDLE (SEE NOTE 2)
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2" DOUBLE STRAP SADDLE (SEE NOTE 2)
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EXIST.FORCE MAINFORCE MAIN
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2" BALL VALVE (SEE NOTE 4)
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2" PVC (TYP.)
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VENTED AIR ENCLOSURE (SEE NOTE 7)
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4'x5'x4" THICK CONC. SLAB (SEE NOTE 6)
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EXIST.FORCE MAINFORCE MAIN
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2" BALL VALVE (SEE NOTE 4)
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1.
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OFF-SET DISTANCE VARIES ON LOCATION OF FORCE MAIN TO ARV ENCLOSURE. IN NO CASE SHALL THE OFF-SET DISTANCE EXCEED 10' UNLESS OTHERWISE APPROVED BY THE DEPARTMENT PRIOR TO INSTALLATION.
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2" DOUBLE STRAP SADDLE TO BE INSTALLED ON A 45 DEGREE ANGLE IN THE DIRECTION OF THE OFF-SET ARV ENCLOSURE.
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ALL PVC PIPING AND FITTINGS TO BE SCHEDULE 80.
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2" BALL VALVE AND CORPORATION STOP SHALL BE BRASS WITH COMPRESSION FITTINGS ON EACH END.
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2.
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3.
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4.
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CONCRETE PAD FOR WATER METER ASSEMBLY SHALL BE 4" THICK WITH WIRE MESH (4"x4") CONCRETE PAD IS REQUIRED TO BE BROOM FINISHED.
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6.
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VENTED ENCLOSURE SHALL BE CHANNELL COMPANY #SPH1420, SEE APPROVED MATERIALS AND EQUIPMENT LIST. ENCLOSURE SHALL BE CAPABLE OF ALLOWING THE SAME AMOUNT OF AIR FLOW AS THE ARV.
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7.
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THIS FORCE MAIN OFF-SET ARV REQUIRES PREVIOUS DEPARTMENT APPROVAL PRIOR TO INSTALLATION.
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8.
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4'x5'x4" THICK CONC. SLAB (SEE NOTE 6)
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2"-45° ELBOW
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2" PVC (TYP.)
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2" CORP. STOP W/ COMPRESSION FITTING
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GRADE
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1" MIN.
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ALL FITTINGS AND VALVES SHALL BE COMPRESSION TYPE.
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5.
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1" MIN.
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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS
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PAGE NO.
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6/2019
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ATTACHMENT B-2 PAGE 140 OF 140
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FORCE MAIN AIR RELEASE VALVE W/ VENTED AIR ENCLOSURE
