PALM BEACH CO. WATER UTILITIES DEPARTMENT · 2021. 7. 28. · (561) 740-4600 underground palm beach...
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POTABLE WATER #4 STANDARD DETAILS UNDERGROUND PALM BEACH CO. PIPELINE WATER UTILITIES DEPARTMENT (561) 740-4600 UNDERGROUND PALM BEACH CO. PIPELINE WATER UTILITIES DEPARTMENT (561) 740-4600 UNDERGROUND PALM BEACH CO. PIPELINE WATER UTILITIES DEPARTMENT (561) 740-4600 UNDERGROUND PALM BEACH CO. PIPELINE WATER UTILITIES DEPARTMENT (561) 740-4600 31W 32W 43W 34W 35W 36W 37W 38W 39W 40W 41W 42W 44W ˃ ˂ CONSULTANT: Drawing: W:\WUD 2019 STD DTL REVS\WUD STD DTL SHEETS\WUD 2019 STD DTLS - POTABLE WATER (5 SHTS).dwg\WUD PWS-4 - Last Modified: Tue, Jul 30, 2019 - 9:51am 1-800-432-4770 IT'S THE LAW !
Transcript of PALM BEACH CO. WATER UTILITIES DEPARTMENT · 2021. 7. 28. · (561) 740-4600 underground palm beach...
POTABLE WATER #4STANDARD DETAILS
UNDERGROUNDPALM BEACH CO.PIPELINE
WATER UTILITIESDEPARTMENT
(561) 740-4600
UNDERGROUNDPALM BEACH CO.PIPELINE
WATER UTILITIESDEPARTMENT
(561) 740-4600
UNDERGROUNDPALM BEACH CO.PIPELINE
WATER UTILITIESDEPARTMENT
(561) 740-4600
UNDERGROUNDPALM BEACH CO.PIPELINE
WATER UTILITIESDEPARTMENT
(561) 740-4600
31W
32W 43W
34W35W 36W 37W
38W 39W
40W 41W 42W
44W
˃
˂
CONSULTANT:
Drawing: W:\WUD 2019 STD DTL REVS\WUD STD DTL SHEETS\WUD 2019 STD DTLS - POTABLE WATER (5 SHTS).dwg\WUD PWS-4 - Last Modified: Tue, Jul 30, 2019 - 9:51am
1-800-432-4770
IT'S THE LAW !
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UNDERGROUND PIPELINE SIGN DETAIL
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POTABLE WATER MAIN PRESSURE TEST CRITERIA
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%%UPROCEDURE
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3. ENGINEER - ENGINEER RESPONSIBLE FOR INSPECTION AND CERTIFICATION.
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2. CONTRACTOR - UTILITY CONTRACTOR AND ALL UTILITY SUBCONTRACTORS.
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1. DEPARTMENT - THE PALM BEACH COUNTY WATER UTILITIES DEPARTMENT.
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%%UDEFINITIONS%%U
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%%UGENERAL NOTES%%U
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MUST COMPLY WITH ALL APPLICABLE FEDERAL, STATE, COUNTY AND HEALTH DEPARTMENT
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6. ALL TRENCHING, PIPE-LAYING, BACKFILL, PRESSURE TESTING, AND DISINFECTION
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3. PVC PRESSURE PIPE SHALL BE C-900, SDR-18, 150 PSI.
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BE CEMENT LINED. FORCE MAIN DIP SHALL BE CERAMIC EPOXY LINED.
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APPROVED MATERIAL LIST. POTABLE WATER AND RECLAIMED WATER MAINS DIP SHALL
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2. DUCTILE IRON PIPE (DIP) THICKNESS SHALL CONFORM TO THE DEPARTMENT'S
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%%UPRESSURE PIPE NOTES%%U
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STANDARDS AND REGULATIONS.
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4. ALL FITTINGS SHALL BE DUCTILE IRON WITH MECHANICAL JOINTS AND CEMENT OR APPROVED EPOXY LINING.
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5. POTABLE WATER, RECLAIMED WATER AND WASTEWATER FORCE MAIN VALVES 10 INCHES AND SMALLER SHALL BE RESILIENT SEAT GATE VALVES. TWELVE-INCH (12") OR LARGER FORCE MAIN VALVES SHALL BE RESILIENT SEAT GATE VALVES OR ECCENTRIC PLUG VALVES (IF APPROVED IN ADVANCE BY DEPARTMENT). POTABLE WATER AND RECLAIMED WATER MAIN VALVES LARGER THAN 10 INCHES SHALL BE BUTTERFLY VALVES.
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7. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE APPROVED PLANS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. APPROVAL OF DEVELOPMENT PLANS BY THE DEPARTMENT IN NO WAY IMPLIES VERIFICATION OF THE ACCURACY OF THOSE PLANS OR FEATURES DEPICTED THEREON. ANY DISCREPANCY IN OR VARIATION FROM THE APPROVED PLANS IS TO BE BROUGHT TO THE ATTENTION OF THE DEPARTMENT BY THE ENGINEER AND CONTRACTOR. THE CONTRACTOR SHALL CONFIRM AND INSTALL (IF NECESSARY) ADEQUATE MECHANICAL PIPE / JOINT RESTRAINT ON EXISTING PIPES PRIOR TO CONNECTION.
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8. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM DAMAGE OR DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE.
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9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS FROM ALL OTHER UTILITY FACILITIES.
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10. THE CONTRACTOR OR ENGINEER SHALL SCHEDULE INSPECTIONS AND TESTS A MINIMUM OF 24-48 HOURS IN ADVANCE.
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11. NO CONNECTION TO OR ANY OTHER CONSTRUCTION SHALL BE PERFORMED ON AN EXISTING DEPARTMENT OWNED OR MAINTAINED MAIN OR STRUCTURE WITHOUT THE PRESENCE OF A DEPARTMENT INSPECTOR.
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12. FACILITIES PROPOSED HEREIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DEPARTMENT'S MINIMUM STANDARDS. CONFLICTS BETWEEN THE PRECEDING DOCUMENTS SHOULD BE CALLED TO THE ATTENTION OF THE DEPARTMENT FOR RESOLUTION. DEVIATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN ADVANCE BY THE DEPARTMENT.
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13. UPON COMPLETION OF CONSTRUCTION, A FINAL INSPECTION SHALL VERIFY PROPER ADHERENCE TO ALL FACETS OF THE PLANS AND SPECIFICATIONS.
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1. THERE SHALL BE 36" MINIMUM COVER FROM FINISHED GRADE TO TOP OF PIPE.
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6. ALL MATERIALS SUPPLIED SHALL CONFORM TO PRODUCT LIST AND SHOP DRAWINGS AS APPROVED PRIOR TO CONSTRUCTION. SUBSTITUTE MATERIALS SHALL NOT BE APPROVED AFTER DELIVERY TO THE JOB SITE. ALL REQUESTS FOR MATERIAL SUBSTITUTION SHALL BE APPROVED PRIOR TO DELIVERY OF THESE MATERIALS TO THE JOB SITE.
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5. THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION PLANS ON JOB SITE.
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4. ALL APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO PRECONSTRUCTION MEETING. (DOT, HEALTH DEPARTMENT, COUNTY ENGINEER, ETC.).
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3. FIVE (5) COPIES OF THE CURRENT APPROVED MATERIAL LIST AND ALL NECESSARY SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING OF THE PRE-CONSTRUCTION MEETING.
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2. ANY REVISIONS TO THE APPROVED PLANS SHALL BE CALLED TO THE ATTENTION OF THE DEPARTMENT PRIOR TO THE PRE-CONSTRUCTION MEETING. REVISED PLANS MUST BE APPROVED PRIOR TO THE MEETING.
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1. A PRE-CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND INITIATION OF ANY POTABLE WATER, RECLAIMED WATER AND/OR WASTEWATER SYSTEM CONSTRUCTION. THE MEETING SHALL BE ATTENDED BY THE DEPARTMENT, CONTRACTOR, ENGINEER AND OTHER INTERESTED PARTIES.
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150 0.10 0.14 0.18 0.27 0.37 0.46 0.55 0.64 0.73 0.83 0.92 1.10 1.38 1.65 1.93 2.20
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P = TEST PRESSURE (P.S.I.)
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L = MAXIMUM QUANTITY OF WATER TO BE ADDED (GALLONS PER HOUR)
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S = LENGTH OF PIPE TESTED (FEET)
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D = DIAMETER OF PIPE (INCHES)
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FORMULA BASIS: L = %%U(S) X (D) X (P) %%U X 1/2
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PRESSURE TEST DURATION TO BE MIN. 2 HOURS.
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MULTIPLY THE QUANTITY CALCULATED FROM THE TABLE BY 0.9
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TO OBTAIN THE MAXIMUM QUANTITY OF WATER FOR PIPE WITH 20 FT. NOMINAL LENGTHS,
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6.
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4.
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5.
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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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148,000
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1/2
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PSI 2 3 4 6 8 10
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AVG. TEST
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PRESSURE
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12
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14
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20
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16
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18
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24
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30
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36
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42
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48
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200 0.10 0.15 0.21 0.31 0.42 0.53 0.63 0.74 0.84 0.95 1.06 1.27 1.59 1.91 2.22 2.54
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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.
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MAXIMUM TEST LENGTH = 2,500 FEET PER SECTION.
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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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STANDARD TEST PRESSURE = 150 P.S.I.; 200 P.S.I. FOR MAINS LARGER THAN 24"
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DETECTOR ASSEMBLY
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HYDRANT LOCATED NEAR THE DOUBLE CHECK DETECTOR ASSEMBLY MAY BE REQUIRED
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OS & Y GATE VALVES
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THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE PROPER OPERATION, MAINT-
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36"
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COVER
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A CERTIFIED BACKFLOW TECHNICIAN .
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TAMPER SWITCHES MAY BE REQUIRED BY THE FIRE MARSHALL.
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FOR LONG, DEAD ENDING DEDICATED FIRE LINES.
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AN APPROVED REDUCED PRESSURE PRINCIPLE DETECTOR ASSEMBLY SHALL BE
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REQUIRED FOR ALL FIRE SYSTEMS WITH STORAGE TANKS AND/OR AUXILIARY WATER
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THE DESIGN SHALL MINIMIZE ANY POTENTIAL FOR WATER MAIN WITH NO FLOW. A FIRE
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ENANCE AND SUBSEQUENT TESTING OF THE DOUBLE CHECK DETECTOR ASSEMBLY BY
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SOUTHERN CALIFORNIA (U.S.C.) OR THE A.S.S.E. (WITH ONE YEAR FIELD TESTING).
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THE DOUBLE CHECK DETECTOR ASSEMBLY SHALL BE APPROVED BY THE UNIVERSITY OF
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BY THE DEPARTMENT PRIOR TO SERVICE ACTIVATION.
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THE INITIAL TEST OF THE BACKFLOW PREVENTION ASSEMBLY SHALL BE PERFORMED
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5.
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SUPPLY.
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8.
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7.
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6.
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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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SEE NOTE #5
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(INCLUDED IN ASSEMBLY)
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POTABLE WATER MAIN
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5/8" X 3/4" METER
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RESPONSIBILITY
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PROPERTY
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W/BOX
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GATE VALVE
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FINISH GRADE
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OWNER
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(SEE NOTE #7)
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DOUBLE CHECK DETECTOR
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MIN.
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12"
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ASSEMBLY
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M
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M
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FOR BY-PASS PIPING
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3/4" DOUBLE CHECK VALVE
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DOUBLE CHECK
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OS & Y GATE VALVES
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DEPARTMENT RESPONSIBILITY
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(POINT OF SERVICE)
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MIN. 4"
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3' WIDE 6" THICK CONCRETE SLAB (SEE NOTE #10)
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ALL PIPE AND FITTINGS UP TO THE D.C.D.A. SHALL BE DUCTILE IRON CEMENT LINED.
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WHEN FIRE LINE LENGTH IS OVER ONE PIPE LENGTH, LINE SHALL BE TERMINATED WITH A GATE VALVE (=POINT OF SERVICE). NO PIPE JOINTS / CONNECTIONS ARE PERMITTED BETWEEN POINT OF SERVICE AND VERTICAL 90° BEND
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PIPE MATERIAL ON THE CUSTOMER SIDE OF POINT OF SERVICE SHALL COMPLY WITH FIRE MARSHALL REQUIREMENTS
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9.
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3' WIDE 6" THICK CONCRETE SLAB IS RECOMMENDED FOR ASSEMBLY SMALLER THAN 4".
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10.
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MIN. 4" DIP
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DIP MECHANICAL BEND WITH MEGALUGS OR APPROVED EQUAL FOR PIPE 3" AND LARGER
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MIN. 18", SPOOL PIECE (DIP FOR 3" AND LARGER; PVC SCH. 80 FOR LINES SMALLER THAN 3"; CONNECT PVC PIPE TO GATE VALVE USING TAPPED PLUG AND BRASS COMPRESSION ADAPTER.)
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PRESSURE TEST LIMIT (IF D.C.D.A. IS INSTALLED AT TIME OF PRESSURE TESTING)
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3/4" BALL VALVE
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DOUBLE CHECK DETECTOR ASSEMBLY
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L.W.D.D. R.O.W. LINE
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300'
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300'
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TYP. SINGLE PIPELINE INSTALLATION
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(PARALLEL TO L.W.D.D. CANAL)
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L.W.D.D. R.O.W. LINE
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PROPOSED SINGLE SIGN LOCATION FACING TOWARD PIPELINE (300' SPACING MAX.)
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300'
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300'
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TYP. SINGLE SUBAQUEOUS
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CROSSING
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L.W.D.D.
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CANAL
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L.W.D.D. R.O.W. LINE
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L.W.D.D. R.O.W. LINE
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PROPOSED SINGLE SIGN LOCATION (FACING TOWARD CANAL)
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ROADWAY
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ROAD RIGHT OF WAY LINE
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PROPOSED SINGLE SIGN LOCATION FACING TOWARD PIPELINES (SEE DETAIL FOR SINGLE SIGN)
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TYP. SINGLE PIPELINE
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INSTALLATION
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NOTE: 1. UNDERGROUND PIPELINE WARNING SIGNS ARE TO BE PLACED ON BOTH SIDES OF THE CANAL CROSSING; AT THE INSIDE EDGE OF THE RIGHT-OF-WAY. 2. SIGN POST IS NOT TO BE PLACED DIRECTLY OVER PIPELINE. OFFSET SIGN POST 5' FROM PIPELINE.
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300'
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300'
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L.W.D.D. - SINGLE PIPE SUBAQUEOUS CROSSING UNDERGROUND PIPELINE SIGN INSTALLATION DETAIL
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L.W.D.D. - DUAL PIPE SUBAQUEOUS CROSSING UNDERGROUND PIPELINE SIGN INSTALLATION DETAIL
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PROPOSED SINGLE SIGN LOCATION (FACING TOWARD CANAL)
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ROADWAY
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ROAD RIGHT OF WAY LINE
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NOTE: 1. UNDERGROUND PIPELINE WARNING SIGNS ARE TO BE PLACED ON BOTH SIDES OF THE CANAL CROSSING; AT THE INSIDE EDGE OF THE RIGHT-OF-WAY. 2. SIGN POST IS NOT TO BE PLACED DIRECTLY OVER PIPELINE. OFFSET SIGN POST 5' FROM PIPELINE.
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PROPOSED SINGLE SIGN LOCATION FACING TOWARD PIPELINES (SEE DETAIL FOR SINGLE SIGN)
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TYP. SINGLE PIPELINE
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INSTALLATION
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TYP. SINGLE PIPELINE
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INSTALLATION
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TYP. SINGLE SUBAQUEOUS
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CROSSING
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TYP. SINGLE SUBAQUEOUS
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CROSSING
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L.W.D.D.
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CANAL
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L.W.D.D. R.O.W. LINE
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L.W.D.D. - SINGLE PIPE PARALLEL INSTALLATION UNDERGROUND PIPELINE SIGN INSTALLATION DETAIL
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L.W.D.D. - DUAL PIPE PARALLEL INSTALLATION UNDERGROUND PIPELINE SIGN INSTALLATION DETAIL
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PROPOSED SINGLE SIGN LOCATION FACING TOWARD PIPELINE (SEE DETAIL FOR SINGLE SIGN)
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ROADWAY
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ROAD RIGHT OF WAY LINE
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NOTE: 1. UNDERGROUND PIPELINE WARNING SIGNS ARE TO BE PLACED AT THE POINT IN WHICH THE LINE INGRESSES AND EGRESSES THE L.W.D.D. RIGHT-OF-WAY. 2. SIGN SPACING IS TO BE A MAXIMUM OF 300' ALONG THE L.W.D.D. RIGHT-OF-WAY, AS CLOSE AS POSSIBLE TO THE L.W.D.D. RIGHT-OF-WAY.
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L.W.D.D.
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CANAL
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L.W.D.D. R.O.W. LINE
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ROADWAY
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ROAD RIGHT OF WAY LINE
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NOTE: 1. UNDERGROUND PIPELINE WARNING SIGNS ARE TO BE PLACED AT THE POINT IN WHICH THE LINE INGRESSES AND EGRESSES THE L.W.D.D. RIGHT-OF-WAY. 2. SIGN SPACING IS TO BE A MAXIMUM OF 300' ALONG THE L.W.D.D. RIGHT-OF-WAY, AS CLOSE AS POSSIBLE TO THE L.W.D.D. RIGHT-OF-WAY.
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TYP. DUAL PIPELINE INSTALLATION
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(PARALLEL TO L.W.D.D. CANAL)
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L.W.D.D. R.O.W. LINE
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PROPOSED SINGLE SIGN LOCATION FACING TOWARD PIPELINE (300' SPACING MAX.)
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300'
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300'
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PROPOSED SINGLE SIGN LOCATION FACING TOWARD PIPELINE (SEE DETAIL FOR SINGLE SIGN)
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TYP. DUAL PIPELINE INSTALLATION
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(PARALLEL TO L.W.D.D. CANAL)
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L.W.D.D.
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CANAL
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L.W.D.D. R.O.W. LINE
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1"
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12"
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1"
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1 "18"
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34"
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12"
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12"
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1 "18"
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1 "34"
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1 "12"
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6"
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R1 "12"
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1"
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1"
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"38"
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"38"
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10"
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NOTE: SIGN SHALL BE 6" WIDE X 12" LONG, ALUMINUM (0.080 GA.). SIGN COLOR IS WHITE WITH BLACK LETTERING. ROUNDED CORNERS (1.5" RAD.), 2 HOLES (3/8" DIAM.), 10" O.C.
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6"
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R1 "12"
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10"
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2 "14"
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EXISTING GROUND
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2 " WIDE U - CHANNEL POST 14" WIDE U - CHANNEL POST GREEN BAKED ENAMEL FINISH 1.12 Lbs./Ft.
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NOTE: SIGNS SHALL BE 6" WIDE X 12" LONG, ALUMINUM (0.080 GA.). SIGN COLOR IS WHITE WITH BLACK LETTERING. ROUNDED CORNERS (1.5" RAD.), 2 HOLES (3/8" DIAM.), 10" O.C.
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48"
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6"
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1'-9"
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8"
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2'
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(1)80 LB. BAG OF CONCRETE MIX (4,000 PSI)
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6"
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10"
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2 "14"
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6"
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1'-9"
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48"
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10"
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R1 "12"
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8"
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2'
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2 " WIDE U - CHANNEL POST 14" WIDE U - CHANNEL POST GREEN BAKED ENAMEL FINISH 1.12 Lbs./Ft.
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EXISTING GROUND
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(1)80 LB. BAG OF CONCRETE MIX (4,000 PSI)
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NOTES: SIGNS SHALL BE 6" WIDE X 12" LONG, ALUMINUM (0.080 GA.). SIGN COLOR IS WHITE WITH BLACK LETTERING. ROUNDED CORNERS (1.5" RAD.), 2 HOLES (3/8" DIAM.), 10" O.C. THE DUAL UNDERGROUND PIPELINE SIGN SHALL BE UTILIZED FOR TWO UNDERGROUND PIPELINES WITHIN THE L.W.D.D. RIGHT-OF-WAY.
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1.
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2.
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SINGLE UNDERGROUND PIPELINE SIGN DETAIL
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DUAL UNDERGROUND PIPELINE SIGN DETAIL
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34"
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34"
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34"
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MAXIMUM QUANTITY OF WATER (GALLONS PER HOUR) THAT MAY BE SUPPLIED TO MAINTAIN PRESSURE WITHIN 5 P.S.I. OF THE SPECIFIED TEST PRESSURE
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(MECHANICAL OR PUSH-ON JOINT, 18 FT. NOMINAL LENGTHS, PER 1000 FT. OF PIPE)
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PIPE DIAMETER (INCHES)
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MECHANICAL THRUST RESTRAINT MINIMUM PIPE LENGTHS
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MIN. LENGTH OF PIPE (FEET) TO BE RESTRAINED
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48"
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135
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56
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27
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13
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42"
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12
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25
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51
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124
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36"
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11
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22
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46
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112
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30"
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10
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19
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41
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98
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24"
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6
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12
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26
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62
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20"
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5
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11
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22
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54
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16"
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4
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9
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19
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45
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12"
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4
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7
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15
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35
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10"
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3
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6
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13
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30
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8"
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5
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11
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25
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6"
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4
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8
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20
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4"
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1
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3
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6
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14
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PIPE SIZE
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FITTING TYPE
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90%%D HORIZ. BEND
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45%%D HORIZ. BEND
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OFFSET
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PLUG (DEAD END)
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TEE
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(BRANCH
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RESTRAINT)
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23
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-
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REDUCER
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(LARGER
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PIPE
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RESTRAINT)
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(SOURCES: EBAA IRON RESTRAINT LENGTH CALCULATION PROGRAM FOR PVC PIPE, RELEASE 3.1, AND
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DIPRA THRUST RESTRAINT FOR DUCTILE IRON PIPE, RELEASE 3.2)
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TEST PRESSURE-150 PSI/200 PSI
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THE DATA IN THE ABOVE TABLE ARE BASED UPON THE FOLLOWING INSTALLATION CONDITIONS:
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THE RESTRAINED PIPE LENGTHS APPLY TO DUCTILE IRON AND PVC PIPE.
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ALL JOINTS BETWEEN UPPER AND LOWER BENDS SHALL BE RESTRAINED.
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SAFETY FACTOR- 1.5
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SOIL TYPE-SAND
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TRENCH TYPE-3
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MINIMUM PIPE LENGTH ALONG TEE RUN-5'
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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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VERTICAL OFFSET-3'
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DEPTH OF BURY-3'
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214
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246
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276
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304
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65
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80
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110
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125
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140
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155
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200psi
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106
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83
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127
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103
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100
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80
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77
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97
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73
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120
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122
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124
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44
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28
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8
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1
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39
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33
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22
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1
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15
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1
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27
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7
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1
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1
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1
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1
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58
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54
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44
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49
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200psi
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RESTRAINED PIPE LENGTHS APPLY TO PIPE ON BOTH SIDES OF VALVES AND FITTINGS.
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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 RESPONSIBLE TO PROPERLY SIZE THE RESTRAINT PIPE LENGTHS FOR THE PROJECT
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7.
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.
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.
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.
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.
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12"MIN
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or
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PIPE DIA.
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PIPE DIA.
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or
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12"MIN
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PIPE DIA.
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or
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12"MIN
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PIPE DIA.
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or
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12"MIN
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VALVE NO. 2 W/ BOX (TYP.)
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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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THE "ALTERNATIVE" PROCEDURE MUST BE APPROVED BY WUD IN ADVANCE. IT ALLOWS THE NEW PIPE TO BE PRESSURE TESTED PRIOR TO BACTERIOLOGICAL TESTING. BOTH VALVES SHALL BE KEPT CLOSED EXCEPT FOR FILLING AND FLUSHING. WUD SHALL BE NOTIFIED BEFORE FILLING AND FLUSHING. PRESSURE TEST PUMP MAY BE CONNECTED TO SERVICE LINE, FIRE HYDRANT OR BLOWOFF IN THE TESTED WATER MAIN. NO EXTRA TAPS ARE PERMITTED UNLESS UNAVOIDABLE. GAUGE AND RISER TO BE REMOVED AFTER PRESSURE TEST, HOLE TO BE PLUGGED AT SADDLE WITH BRASS PLUG. A BRASS CAP IS REQUIRED. THREAD AREAS OF CORPORATION STOP SHALL BE SPIRAL WRAPPED WITH TWO WRAPS OF TEFLON TAPE. ENSURE PROPER RESTRAINT OF EXISTING VALVE(S) AND PIPE PRIOR TO NEW CONNECTION. SEE ALSO DETAIL FOR "STANDARD POTABLE WATER MAIN TIE-IN PROCEDURE" RECORD DRAWINGS TO SHOW DATA FOR ALL TEST TAPS. ALL BRASS SHALL BE "LEAD FREE".
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7.
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8.
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9.
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EXISTING OR NEW VALVE AT TAP OR TEE.
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EXISTING POTABLE WATER MAIN
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PROP. POTABLE WATER MAIN (RESTRAINT)
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PROP. POTABLE WATER MAIN (RESTRAINT)
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EXIST. VALVE NO. 1 W/ BOX (TYP.)
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IN-LINE CONNECTION
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EXIST. POTABLE WATER MAIN (RESTRAINT)
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PRESSURE GAUGE (MUST SHOW "ZERO" DURING PRESSURE TEST)
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PRESSURE GAUGE (MUST SHOW "ZERO" DURING PRESSURE TEST)
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DOUBLE STRAP SADDLE WITH CORPORATION STOP (MIPxMIP) TYP.
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NEW VALVE W/ BOX
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CORP. STOP (MIPxMIP) TYP.
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TAP/ TEE CONNECTION
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ADEQUATE SUPPORT REQUIRED
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10.
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ALTERNATIVE WATER MAIN TIE-IN
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AUTOMATIC FLUSHING ASSEMBLY (TYPE B)
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POTABLE WATER MAIN
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DOUBLE STRAP SADDLE WITH CORPORATION STOP
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POTABLE WATER MAIN
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2" CORP. STOP WITH CAST IRON VALVE BOX (CONCRETE COLLAR REQUIRED IN GRASS AREAS)
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48"
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6"
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COMPRESSION FITTING
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3" SLEEVE
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EXPANSION JOINT
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LONG SERVICE (SEE NOTE 2)
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MUELLER HYDRO-GUARD HG-6 SIGNATURE
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2" CORP. STOP
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BRASS UNION
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%%UNOTES%%U:
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1. 12" MINIMUM CLEARANCE TO BE MAINTAINED BETWEEN AUTOMATIC FLUSHING SYSTEM PAD AND ANY OBSTRUCTION. 2. FOR INSTALLATION OF SERVICES UNDER DRIVEWAYS AND ROADWAYS, USE MIN. 4" DIAMETER BLACK IRON, PVC SCH 40, OR HDPE SDR 9 CASING. CASING SHALL EXTEND MIN. 24" BEYOND EDGE OF PAVEMENT. CASING TO BE SEALED WITH CEMENT. CASING SHALL BE COLOR-CODED BLACK, WHITE, BLUE, OR BLUE STRIPED. 3. AUTOMATIC FLUSHING ASSEMBLY TO BE INSTALLED AS CLOSE AS POSSIBLE TO THE WATER MAIN. 4. BEDDING (MIN. 4") AND COVER (MIN. 4") OVER SERVICE LINE OR CASING SHALL CONSIST OF FINE GRANULAR MATERIAL. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED WITH 2" MAXIMUM SIZE. 5. ALL HARDWARE FOR FLANGED CONNECTIONS (BOLTS, ETC.) TO BE STAINLESS STEEL. 6. THREADED AREAS OF CORPORATION STOP AND OTHER FITTINGS SHALL BE SPIRAL WRAPPED WITH TWO (2) WRAPS OF TEFLON TAPE. ALL BRASS SHALL BE "LEAD FREE". 7. A 4" THICK COMPACTED 3/4" ROCK BASE IS REQUIRED. THE BASE SHALL EXTEND MINIMUM 12" BEYOND AUTOMATIC FLUSHING ASSEMBLY PAD PERIMETER.
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FINISHED GRADE
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TOP OF PAVED AREA
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R/W LINE FOR ROADS, BACK OF CURB/SIDEWALK OR EDGE OF DRIVEWAY FOR OTHERS.
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LIMIT OF MINIMUM UNOBSTRUCTED SPACE
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12" (TYP.)
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GRASS AREA
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2" CONTROL VALVE BRASS BALL VALVE W/ BOX (LONG SERVICE AND FOR WATER MAINS 36" AND LARGER)
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BRASS UNION
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BRASS 90° BEND
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2" BRASS PIPE
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2" BRASS PIPE
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90° BEND BRASS W/ COMPRESSION FITTINGS
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2" PVC SCH 40
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2" CONTROL VALVE BRASS BALL VALVE W/ BOX AND RECESSED BRASS PLUG
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1/2" CONCRETERED HEAD - S.S. WEDGE ANCHOR BOLTS
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4" ROCK BASE (SEE NOTE 7)
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PRIOR DEPARTMENT APPROVAL REQUIRED BEFORE PROJECT BEING APPROVED FOR INSTALLATION.
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%%UNOTES%%U:
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REMOVEABLE COVER
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NODE CONTROLLER
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2"CURB STOP
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SOD
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DISTRIBUTION LINE
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2" SOLENOID CONTROLED VALVE
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CASING (SEE NOTE 2)
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2" DOUBLE STRAP SADDLE WITH CORPORATION STOP
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2"x90° BENDSCH.40 PVC 40 PVC
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MAX. 36"
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VALVE BOX (SEE NOTE 8)
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DECHLOR
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DIFFUSING VENTS
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2" SCH. 40 PVC (TYP.)
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SAMPLE POINT
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2" SCH. 40 PVC (TYP.)
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FOR INSTALLATION OF SERVICES UNDER DRIVEWAYS AND ROADWAYS, USE MIN. 4" DIAMETER BLACK IRON, PVC SCH 40, OR HDPE SDR 9 CASING. CASING SHALL EXTEND MIN. 24" BEYOND EDGE OF PAVEMENT. CASING TO BE SEALED WITH CEMENT. CASING SHALL BE COLOR-CODED BLACK, WHITE, BLUE, OR BLUE STRIPED.
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1.
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3.
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2.
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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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BEDDING (MIN. 4") AND COVER (MIN. 4") OVER SERVICE LINE OR CASING SHALL CONSIST OF FINE GRANULAR MATERIAL. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED WITH 2" MAXIMUM SIZE.
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AUTOMATIC FLUSHING ASSEMBLY TO BE INSTALLED AS CLOSE AS POSSIBLE TO THE WATER MAIN WITHIN AN UTILITY EASEMENT OR ROAD RIGHT-OF-WAY WITH PRIOR DEPARTMENT APPROVAL. IF AUTOMATIC FLUSHING ASSEMBLY HOUSING IS INSTALLED IN ROAD RIGHT-OF-WAY IT SHALL NOT INTERFERE WITH CLEAR ZONE REQUIREMENTS AS SPECIFIED BY ROAD OWNER.
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ALL HARDWARE (I.E. BOLTS, ETC.) REQUIRED FOR ASSEMBLY INSTALLATION SHALL BE 304 STAINLESS STEEL.
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THREADED AREAS OF CORPORATION STOP AND OTHER FITTINGS SHALL BE SPIRAL WRAPPED WITH TWO (2) WRAPS OF TEFLON TAPE. ALL BRASS SHALL BE "LEAD FREE".
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A 4" THICK COMPACTED 3/4" ROCK BASE IS REQUIRED. THE BASE SHALL EXTEND MINIMUM 12" BEYOND AUTOMATIC FLUSHING ASSEMBLY PAD PERIMETER.
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WHEN VALVE BOX IS LOCATED IN GRASS A CONCRETE COLLAR IS REQUIRED PER DEPARTMENT STANDARDS.
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AUTOMATIC FLUSHING ASSEMBLY TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS.
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2" COUPLING
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2"x90° BENDSCH. 40 PVC
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PEA ROCK
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AUTOMATIC FLUSHING ASSEMBLY (TYPE A)
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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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JUNE 2019 GENERAL REVISION
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J.L.
