10r 11r 12r 14r 15r - discover.pbcgov.org
TRANSCRIPT
RECLAIMED WATER #2STANDARD DETAILS
10R 11R 12R 14R 15R
16R 17R 18R 20R
31R
CONSULTANT:
Drawing: W:\WUD 2019 STD DTL REVS\WUD STD DTL SHEETS\WUD 2019 STD DTLS - RECLAIMED WATER (5 SHTS).dwg\WUD RW-2 - Last Modified: Tue, Jul 30, 2019 - 10:31am
1-800-432-4770
IT'S THE LAW !
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RECLAIMED WATER MAIN AIR RELEASE VALVE AND MANHOLE IN PAVED AREAS AND IN ROAD R/W
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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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RECLAIMED WATER, POTABLE WATER, WASTEWATER MAIN AND STORM SEWER CONFLICT
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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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1.
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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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RECLAIMED WATER MAIN PRESSURE PIPE CONFLICT
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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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TYPICAL THRUST BLOCKS FOR PRESSURE PIPE
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TYPICAL TRENCH DETAIL/ ROOT BARRIER INSTALLATION DETAIL
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RECLAIMED WATER MAIN TYPICAL UTILITIES CANAL CROSSING - SINGLE PIPE (SINGLE PILES)
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FAN GUARD/ PILE CAP DESIGN - SINGLE PIPE (SINGLE PILES)
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RECLAIMED WATER MAIN OFF-SET UNDERGROUND AIR RELEASE VALVE
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RECLAIMED WATER MAIN UNDERGROUND AIR RELEASE VALVE AND VAULT IN NON-TRAFFIC AREAS OUTSIDE OF ROAD R/W
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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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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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SHOW EXISTING CANAL CROSS SECTION ULTIMATE CANAL SECTION AND RELEVANT ELEVATIONS AND DISTANCES ON A TO SCALE DETAIL DRAWING.
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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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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 MIN. 1" BEYOND THE EDGES OF THE CRADLE AND STRAPS.
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FITTING ABOVE
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PILE LIFT CABLE SHALL BE REMOVED BELOW SURFACE; HOLE SHALL BE FILLED WITH EPOXY
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ALL EXPOSED PIPING SHALL BE PAINTED AS SPECIFIED IN THE APPROVED MATERIAL LIST.
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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 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 FLANGED PIPE SHALL BE FACTORY TESTED. PREFABRICATED STEEL PIPE MAY INCORPORATE WELDED ON LONG RADIUS UPPER BENDS.
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ALL HARDWARE SHALL BE PAINTED WITH COAL-TAR EPOXY.
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THREADED AREAS OF BRASS FITTINGS SHALL BE SPIRAL WRAPPED WITH TWO WRAPS OF
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SPAN LENGTHS AS REQUIRED BY PERMITTING AGENCY
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TIE-DOWN STRAPS MUST PROPERLY FIT AND SECURE PIPE IN CRADLE.
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12.
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TEFLON TAPE.
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11.
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10.
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CEMENT.
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9.
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8.
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3.
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6.
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7.
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5.
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4A.
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4B.
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1.
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2.
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%%UNOTES%%U:
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SQUARE PRESTRESSED CONC. PILES (SEE NOTE #11)
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5'-0"
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D.H.W.
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D.H.W.
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WITH DOUBLE STRAP SADDLE
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AND CORPORATION STOP. (SEE DETAIL)
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PRESSURE GAUGE
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IN THE APPROVED RECLAIMED WATER SYSTEM MATERIAL LIST.
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RECLAIMED WATER SYSTEM PIPE SHALL BE PAINTED AS SPECIFIED
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(WELDED ON OUTLET MAY BE USED
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FOR STEEL PIPE)
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DIP REQUIRED FOR TRANSITION FROM FLANGED PIPE
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PREFABRICATED STEEL PIPE SHALL HAVE WELDED ON BEARING PADS EXTENDING MIN. 1" BEYOND
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THE PIPE CRADLE. THE PADS SHALL BE INSTALLED BY THE STEEL PIPE MANUFACTURER
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13.
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PRIOR TO PAINTING.
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RECLAIMED WATER MAIN CROSSINGS OVER BODIES OF WATER MAY BE SUBJECT TO A D.E.P. "NOTICED GENERAL ENVIRONMENTAL RESOURCE PERMIT" (NGP)
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14.
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AUTOMATIC AIR RELEASE VALVE,
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1/4 TURN OPEN
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(FXF)THREADED
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BALL VALVE
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1/2" BRASS
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%%UA.R.V. DETAIL
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BRASS
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STOP
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CORP.
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BRASS
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TEE
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A.R.V.
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PRESSURE
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GAUGE
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12"
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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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MAX. 5' (TYP.)
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SAND CEMENT BAGS RIP RAP REINFORCED WITH #4 BARS (DETAIL DRAWING IS REQUIRED)
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FAN GUARD (SEE NOTE 3)
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FITTING ABOVE D.H.W.
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SIGN
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SEE NOTE #1
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36"
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MIN.
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SIGN (SEE SEPARATE DETAIL)
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MEGALUGS OR EQUAL REQUIRED (TYP.)
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10"
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VARIES
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DOUBLE LID MANHOLE
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COVER & FRAME MARKED
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TYPE "A" U.S. FOUNDRY
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NO. 690-AH-M OR EQUAL
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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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AUTOMATIC AIR
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RELEASE VALVE
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CORP.
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STOP
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NO. 4 WIRE 3X6 MESH
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A.S.T.M. SPEC 20 OR
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#4 @ 12" E.W.
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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" WASHROCK
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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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PRECAST CONCRETE TYPE # 4000 P.S.I. A SHOP DRAWING IS REQUIRED
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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 OR CORE-DRILLED.
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MANHOLE FABRICATION SHALL BE IN ACCORDANCE WITH A.S.T.M. C-478 LATEST STANDARD.
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2.
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3.
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4.
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5.
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CONCRETE COLLAR REQUIRED WHEN MANHOLE IS OUTSIDE PAVEMENT.
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6.
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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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AIR RELEASE VALVE SHALL BE TYPE AND SIZE APPROPRIATE FOR SERVICE INTENDED.
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7.
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8.
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AIR RELEASE VALVE AND PIPING TO BE IDENTIFIED AS "RECLAIMED WATER".
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"RECLAIMED WATER"
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9.
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RECLAIMED WATER MAIN
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WITH TWO WRAPS OF TEFLON TAPE.
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THREADED AREAS OF CORPORATION STOP SHALL BE COMPLETELY SPIRAL WRAPPED
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10.
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11.
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8'X8'X5" POURED IN PLACE CONCRETE COLLAR W/WIRE MESH
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2"
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PAVEMENT
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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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FOR PIPES 12" AND SMALLER, AN ALTERNATIVE DESIGN WITH APPROVED 32" DIAMETER HINGED MANHOLE COVERS WILL BE CONSIDERED.
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(SEE NOTE 12)
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(SEE NOTE 12)
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18" MIN.
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SLOPING FILLET
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DUCTILE IRON PIPE IS REQUIRED THROUGH THE MANHOLE. NO PIPE JOINTS ARE ALLOWED IN MANHOLE.
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MANHOLES IN ROADWAYS SHALL BE LOCATED OUTSIDE OF WHEEL PATHS.
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13.
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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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RIP-RAP RUBBLE DETAIL
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7.
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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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8.
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9.
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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.
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PIPING AND STRUCTURE TO BE IDENTIFIED AS "RECLAIMED WATER SYSTEM" COMPONENTS.
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THREADED AREAS OF CORPORATION STOP AND OTHER FITTINGS SHALL BE SPIRAL WRAPPED WITH TWO
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WRAPS OF TEFLON TAPE.
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PIPE AND FITTINGS SHALL BE STANDARD BRASS.
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MANHOLE SHALL BE INSTALLED OUTSIDE OF TRAFFIC AREA
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SADDLE
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STAINLESS STEEL
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STRAP
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22"
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22-1/4"
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CONC. PED. W/ 3/4"
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6"
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48"%%C
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FILTER CLOTH
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1 YD. 3/4" WASHROCK
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6"X 3"X 6" HIGH
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#4 @ 12" E.W.
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9" DIA. HOLE
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6"
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8"
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PLUG
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VARIES
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10"
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6" MIN.
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DOUBLE STRAP
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7'x7'x5" POURED IN PLACE CONCRETE COLLAR WITH WIRE MESH REINFORCEMENT IN UNPAVED AREAS.
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2"
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PAVEMENT
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BRASS CURB STOP VALVE W/ TEE HEAD (FITxFIT)
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BRASS 90° BEND
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MIN. 4" THREADED BRASS NIPPLE
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DOUBLE LID MANHOLE COVER & FRAME MARKED "RECLAIMED WATER" U.S. FOUNDRY 690 AH-M OR EQUAL (OFFSET MANHOLE LID) (SEE NOTE 9)
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BRASS BALL VALVE W/ TEE HEAD
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2 MIN. 4 MAX. BRICK COURSES PLASTERED INSIDE & OUTSIDE WITH TYPE II PORTLAND CEMENT OR MIN. 2 MOLDED HPDE ADJUSTING RINGS (SEE NOTE 10)
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2 PIECE SLIDING TYPE CAST IRON VALVE BOX FOR CORP STOP LID MARKED "RECLAIMED WATER"
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SLOPED FILLET
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OFFSET BRASS TEE 6" FROM CENTERLINE OF STRUCTURE
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GROUT
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4" BLACK IRON CASING
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SLOPE
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#4 DOWEL
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CORP. STOP
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6" BRASS NIPPLE
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BRASS PIPE SCH 40 (MIN. 36" PIPE LENGTHS REQUIRED)
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42" MAX.
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6" MIN.
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RECLAIMED WATER MAIN
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10.
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11.
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VARIES
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COMBINATION AIR RELEASE VALVE (SEE NOTE 7)
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PRECAST MONOLITHIC POURED 4,000 P.S.I. TYPE II CONCRETE STRUCTURE. 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 SIZED APPROPRIATE FOR SERVICE INTENDED ALTHOUGH A 1" MINIMUM SIZED ARV IS REQUIRED ON RECLAIMED WATER MAIN INSTALLATIONS.
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CONCRETE COLLAR REQUIRED IN UNPAVED AREAS AND WHEN PAVEMENT IS TO BE INSTALLED IN FUTURE.
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ALTERNATE VAULT DESIGN MAY BE USED WITH AN APPROVED 32" DIAMETER HINGED MANHOLE COVER IS USED PROVIDED AN ALTERNATE VAULT SHOP DRAWING WAS SUBMITTED AND APPROVED BY THE DEPARTMENT PRIOR TO THE VAULT AND COVER BEING INSTALLED.
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IN LIEU OF BRICK WORK APPROVED PRECAST CONCRETE ADJUSTING RINGS MAY BE USED WITH INSTALLATION PER MANUFACTURER'S RECOMMENDATION.
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DIP SECTION
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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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COLLAR WITH WIRE MESH REINFORCEMENT
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8'x 8'x 5" POURED IN PLACE CONCRETE
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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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1 C.Y.D. 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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3.
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2.
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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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AIR RELEASE VALVE AND PIPING TO BE IDENTIFIED AS "RECLAIMED WATER".
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RECLAIMED WATER MAIN
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DUCTILE IRON PIPE IS REQUIRED THROUGH THE VAULT. NO PIPE JOINTS ARE ALLOWED IN VAULT.
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THREADED AREAS OF CORPORATION STOP SHALL BE COMPLETELY SPIRAL WRAPPED WITH TWO WRAPS OF TEFLON TAPE.
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PAVEMENT
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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'X5' 4'X6'
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(SEE NOTE 10)
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IN UNPAVED AREAS
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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 SIZED APPROPRIATE FOR SERVICE INTENDED ALTHOUGH A 2" MINIMUM SIZED ARV IS REQUIRED ON FORCE MAIN INSTALLATIONS.
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1.
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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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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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2"
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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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SHEET NUMBER
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SEAL
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OF
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NO.
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DATE
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REVISION / REMARKS
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BY
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Y
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P
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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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A
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L
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M
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R
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O
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F
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L
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I
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D
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A
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West Palm Beach, FL 33416-6097
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P.O.Box 16097
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Palm Beach County
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Water Utilities Department
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DRAWN BY:
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CHECKED BY:
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DESIGNED BY:
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APPROVED BY:
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0
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0
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STD
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DETAILS
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PROJECT
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NAME
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(561)493-6000
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WEST PALM BEACH, FL 33416
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P.O. BOX 16097
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WATER UTILITIES DEPARTMENT
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PALM BEACH COUNTY
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00-000
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PROJECT NO.
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WUD
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J. LAMMERT
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M. BUCKNER
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WUD
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SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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CALL 48 HOURS BEFORE YOU DIG
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UTILITIES NOTIFICATION CENTER
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JUN 2019 GENERAL REVISION
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J.L.