ഠ - Palm Beach County, Florida

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CORP. STOP

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7-1/2" + 1/2" FOR 5/8" METER

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CUSTOMER SERVICE LINE

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AREA

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GRASS

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VARIES

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WATER MAIN

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"A"

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8" + 1/2" FOR 1" METER

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FINISHED GRADE

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GRADE IN GRASSED AREA.

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1-1/2" TO 2" ABOVE FINISHED

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YOKE

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METER TO BE SET BY DEPARTMENT

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1 1/2"

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4" PVC

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VALVE BOX

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20"-24"

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COVER

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EDGE OF

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POTABLE

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LIMIT OF UNOBSTRUCTED SPACE

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BACK OF CURB/SIDEWALK OR EDGE OF DRIVEWAY FOR OTHERS.

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R/W LINE FOR ROADS.

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4' - 8"

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12" MIN.

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SERVICE PIPE

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PVC SCH 40

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OR COPPER.

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0" IN PAVED AREA.

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EDGE OF UTILITY EASEMENT

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VARIES

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BY CONTRACTOR OR DEPARTMENT

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BY DEVELOPER

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(SEE NOTE 10 & 11)

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COMPRESSION

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18" MIN.

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PAVEMENT

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FITTING

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LOCKING PACK JOINT YOKE ANGLE CURB STOP (3/4" FOR 5/8" X 3/4"METER, 1" FOR 1" METER)

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6" MIN.

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90° BENDS

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CORP. STOP

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DOUBLE STRAP SADDLE

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W/1-1/2" CORPORATION STOP

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36" COVER

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R.P. (SEE NOTE #1)

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TOP OF PAVED AREA

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3/4" OR 1" THREADED BRASS 90° BEND (FIPxFIP)

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6" THREADED BRASS NIPPLE (MIPxMIP) W/ TEMP PVC CAP (POINT OF SERVICE)

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TEMP CAP

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4" THREADED BRASS NIPPLE (MIPxMIP)

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"A":

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ANGLE DUAL CHECK VALVE OR QUARTER BEND COUPLING

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PVC

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4" RECESSED BRASS PLUG

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LONG SERVICES (SEE NOTE #3)

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1-1/2" X 3/4" RED. (5/8" METER); 1-1/2" X 1" RED. (1" METER)

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1-1/2" QUARTER TURN CONTROL BALL VALVE W/COMPRESSION COUPLINGS W/ 'T' HEAD & VALVE BOX (PRESSURE TEST LIMIT)

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R.P. IF REQUIRED (SEE NOTE #1)

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EXPANSION CONNECTION

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(SEE NOTE 2)

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(SEE NOTE 2)

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(SEE NOTE 2)

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CONTROL VALVE 6" FROM R/W LINE, BACK OF CURB/SIDEWALK, OR EDGE OF DRIVEWAY.

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UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED WITH 2" MAXIMUM SIZE.

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BEDDING (MIN. 4") AND COVER (MIN. 4") OVER SERVICE LINE OR CASING SHALL CONSIST OF FINE GRANULAR MATERIAL.

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THE REQUIRED BACKFLOW PREVENTION ASSEMBLY/DEVICE IS INSTALLED AND HAS PASSED INITIAL TEST.

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METER/SERVICE WILL NOT BE INSTALLED/ACTIVATED UNTIL:

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MAXIMUM SERVICE LENGTH IS 100' TO METER.

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2.

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SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A MINIMUM OF 18" APART. TAPS ON SAME SIDE OF A PVC PIPE SECTION SHALL BE MIN. 10' APART

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COPPER SHALL BE "TYPE K" CONTINUOUS AND SUITABLE FOR UNDERGROUND SERVICE WITH FLARED CONNECTIONS. PVC PIPE SHALL BE SCH. 40. WITH SCH 80 PVC FITTINGS. ALL BRASS SHALL BE "LEAD FREE".

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METER BOXES IN NON-GRASS AREAS SHALL HAVE TRAFFIC RATED LIDS.

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A 12" THICK COMPACTED 3/4" ROCK BASE IS REQUIRED FOR METER BOXES OUTSIDE OF GRASS AREA. THE BASE SHALL EXTEND MINIMUM 12" BEYOND THE METER BOX PERIMETER.

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ALL NON-RESIDENTIAL SERVICES AND RESIDENTIAL SERVICES WITH SEPARATE METERED RECLAIMED WATER SERVICE SHALL HAVE AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY (R.P.). THE INITIAL TEST OF THE R.P. SHALL BE PERFORMED BY THE DEPARTMENT. THE R.P. SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE POINT OF SERVICE NOT TO EXCEED 48" WITHOUT PRIOR DEPARTMENT APPROVAL.

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FOR INSTALLATION OF SERVICES UNDER DRIVEWAYS AND ROADWAYS USE MIN. 3" DIAMETER BLACK IRON, PVC SCH 40 OR HDPE SDR 9 CASING. CASING SHALL EXTEND MIN. 24" BEYOND EDGE OF PAVEMENT. END OF CASING TO BE SEALED WITH FOAM SEALANT. CASING SHALL BE COLOR-CODED BLACK, WHITE, BLUE, OR BLUE STRIPED.

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METER SHALL NOT BE PLACED IN SIDEWALK OR DRIVEWAY AREAS. WATER SERVICE LINES AND TAPS SHALL NOT BE PLACED UNDER DRIVEWAYS WHENEVER POSSIBLE AND IF REQUIRED, ONLY WITH PRIOR DEPARTMENT APPROVAL.

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"MINIMUM UNOBSTRUCTED SPACE" AS SHOWN IN NOTE 2 AND ON THE PLAN VIEW IS PROVIDED WITH 12" MINIMUM VERTICAL SEPARATION REQUIRED TO ALL OTHER UTILITIES.

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ALL FORM BOARDS FOR DRIVEWAY AND/OR SIDEWALK MUST BE COMPLETELY INSTALLED OR THE DRIVEWAY AND/OR SIDEWALK MUST HAVE BEEN INSTALLED.

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THE DEVELOPER/PROPERTY OWNER OR ASSIGNEE SHALL BE RESPONSIBLE FOR INSTALLATION OF SERVICES BEYOND PRESSURE TEST LIMITS AS SPECIFIED BY THE DEPARTMENT.

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THREADED AREAS OF CORPORATION STOP AND OTHER FITTINGS SHALL BE SPIRAL WRAPPED WITH TWO (2) WRAPS OF TEFLON TAPE.

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A.

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B.

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C.

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APPROVED METER BOX (NO MOUSE HOLES) AND LID (AMR ANTENNA READY)

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6"MIN.

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9"MAX.

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6"MIN.

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9"MAX.

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LIMIT OF UNOBSTRUCTED SPACE FROM SIDE OF WATER METER BOX SHALL BE 36" MINIMUM FOR SHRUBS AND SIMILAR OBSTRUCTIONS WITH 60" MINIMUM FOR TREES, WALLS, AND OTHER SIMILAR OBSTRUCTIONS.

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METER TO BE INSTALLED BY DEPARTMENT. THE PIPING BEYOND THE CONTROL VALVE SHALL BE INSTALLED BY THE DEVELOPER OR THE DEPARTMENT DEPENDING ON TYPE OF SERVICE INSTALLATION REQUIRED.

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PALM BEACH COUNTY CONSTRUCTION STANDARDS & DETAILS

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REVISION/ISSUE DATE

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PAGE NO.

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6/2019

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POTABLE WATER SERVICE SINGLE 5/8" X 3/4" &

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1" METER INSTALLATION DETAIL (PVC)

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1W

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ATTACHMENT B-1 PAGE 23 OF 69

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AREA

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GRASS

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VARIES

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WATER MAIN

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FINISHED GRADE

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YOKE

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POTABLE

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R/W LINE FOR ROADS.

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4' - 8"

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12" MIN.

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0" IN PAVED AREA.

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8.

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7.

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VARIES

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10.

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BY DEVELOPER

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(SEE NOTE 9 & 10)

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11.

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18" MIN.

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12.

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13.

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THE DEVELOPER/PROPERTY OWNER OR ASSIGNEE SHALL BE RESPONSIBLE FOR INSTALLATION OF SERVICES BEYOND PRESSURE

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TEST LIMITS AS SPECIFIED BY THE DEPARTMENT.

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THREADED AREAS OF CORPORATION STOP AND OTHER FITTINGS SHALL BE SPIRAL WRAPPED WITH TWO (2) WRAPS OF TEFLON

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TAPE.

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A 12" THICK COMPACTED 3/4" ROCK BASE IS REQUIRED FOR METER BOXES OUTSIDE OF GRASS AREA. THE BASE SHALL

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EXTEND MIN. 12" BEYOND THE METER BOX PERIMETER.

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DOUBLE STRAP SADDLE

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R.P. (SEE NOTE #1)

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TEMP CAP

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PVC

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1" OR 3/4" CURB STOP

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1-1/2" CORP. STOP

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LOCKING 1" OR 3/4" YOKE ANGLE CURB STOP

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"A"

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"A"= 8"±1/2" FOR 1" METER 7 1/2"±1/2" FOR 5/8" METER

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36" COVER

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LONG SERVICE (SEE NOTE 3)

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TOP OF PAVEMENT

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COMPRESSION PACK JOINT WITH STAINLESS STEEL INSERTS

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1 1/2" CONTROL VALVE MIN. 6" FROM R/W LINE, BACK OF CURB, SIDEWALK, OR EDGE OF DRIVEWAY.

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1-1/2" x 90° BEND W/ COMPRESSION FITTING

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4" PVC VALVE BOX W/ 4" RECESSED BRASS PLUG

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1-1/2" QUARTER TURN CONTROL BALL VALVE W/ COMPRESSION COUPLING & T HEAD & VALVE BOX (PRESSURE TEST LIMIT)

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BRASS MALE ADAPTER (1-1/2" COMPRESSION X 1" MIP)

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14.

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STAINLESS STEEL INSERTS ARE REQUIRED FOR ALL COMPRESSION FITTINGS.

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1.

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2.

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METER TO BE INSTALLED BY DEPARTMENT. THE PIPING BEYOND THE CONTROL VALVE TO BE INSTALLED BY THE DEVELOPER OR THE DEPARTMENT DEPENDING ON THE TYPE OF SERVICE INSTALLATION REQUIRED.

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15.

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PVC SHALL BE SCHEDULE 40 PIPE WITH SCHEDULE 80 FITTINGS. ALL BRASS FITTINGS SHALL BE "LEAD FREE".

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(SEE NOTE 2)

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VARIES

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(SEE NOTE 2)

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LIMIT OF UNOBSTRUCTED SPACE (SEE NOTE 2)

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COVER

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34"-44"

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A.

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B.

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C.

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6"MIN.

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9"MAX.

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6"MIN.

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9"MAX.

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1-1/2" CORP. STOP

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SERVICE PIPE 1 1/2" PE CTS DR9

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REVISION/ISSUE DATE

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PAGE NO.

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6/2019

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POTABLE WATER SERVICE SINGLE 5/8" X 3/4" &

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1" METER INSTALLATION DETAIL (POLYETHYLENE)

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2W

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*

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A =

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7-1/2" %%P1/2"

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AREA

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GRASS

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APPROVED METER BOX (NO MOUSEHOLES) AND LID

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WATER MAIN

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"A"

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%%USECTION%%U

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4" PVC

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VALVE BOX

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20"-24"

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COVER

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CONTROL VALVE 6" FROM R/W LINE,

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BACK OF SIDEWALK/CURB OR EDGE

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OF DRIVEWAY.

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4" RECESSED

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POTABLE

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R/W LINE FOR ROADS.

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12" MIN.

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36" COVER

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4'-8"

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VARIES

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(SEE NOTE 10 & 11)

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BY DEVELOPER

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18" MIN.

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COMPRESSION FITTING

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CORP. STOP

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BRASS PLUG

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1 1/2" X 3/4" X 7.5 APPROVED PACK JOINT BRASS BRANCH VALVE TO BE PLACED JUST INSIDE THE BODY OF METER BOX.

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6" MIN.

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TOP OF PAVED AREA

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TEMP CAP

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FINISHED GRADE

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YOKE

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0" IN PAVED AREA.

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LOCKING YOKE ANGLE CURB STOP (3/4" FOR 5/8" X 3/4" METER)

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R.P. (SEE NOTE #1)

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PVC

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1-1/2" X 3/4" RED. PACK JOINT BRANCH VALVE

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1-1/2" QUARTER TURN CONTROL BALL VALVE W/COMPRESSION COUPLINGS W/ 'T' HEAD & VALVE BOX (PRESSURE TEST LIMIT)

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90° BENDS

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CORP. STOP

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DOUBLE STRAP SADDLE

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LONG SERVICES (SEE NOTE #3)

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(AMR ANTENNA READY)

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VARIES

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(SEE NOTE 2)

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VARIES

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(SEE NOTE 2)

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6"MIN.

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9"MAX.

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6"MIN.

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9"MAX.

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1-1/2" SERVICE PIPE PVC SCH 40 OR COPPER

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COPPER SHALL BE "TYPE K" CONTINUOUS AND SUITABLE FOR UNDERGROUND SERVICE WITH FLARED CONNECTIONS. PVC PIPE SHALL BE SCH. 40. WITH SCH 80 PVC FITTINGS. ALL BRASS SHALL BE "LEAD FREE".

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A 12" THICK COMPACTED 3/4" ROCK BASE IS REQUIRED FOR METER BOXES OUTSIDE OF GRASS AREA. THE BASE SHALL EXTEND MINIMUM 12" BEYOND THE METER BOX PERIMETER.

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THE DEVELOPER/PROPERTY OWNER OR ASSIGNEE SHALL BE RESPONSIBLE FOR INSTALLATION OF SERVICES BEYOND PRESSURE TEST LIMITS AS SPECIFIED BY THE DEPARTMENT.

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B.

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C.

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METER TO BE INSTALLED BY DEPARTMENT. THE PIPING BEYOND THE CONTROL VALVE SHALL BE INSTALLED BY THE DEVELOPER OR THE DEPARTMENT DEPENDING ON TYPE OF SERVICE INSTALLATION REQUIRED.

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REVISION/ISSUE DATE

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6/2019

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POTABLE WATER SERVICE DUAL 5/8" X 3/4"

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METER INSTALLATION DETAIL (PVC)

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3W

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1 1/2" CORP. STOP

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%%UPLAN

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AREA

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GRASS

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WATER MAIN

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%%USECTION%%U

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FINISHED GRADE

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YOKE

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POTABLE

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R/W LINE FOR ROADS.

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4' - 8"

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0" IN PAVED AREA.

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VARIES

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BY DEVELOPER

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(SEE NOTE 9 & 10)

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R.P. (SEE NOTE #1)

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3/4" THREADED BRASS 90° BEND (FIPxFIP)

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PVC

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SERVICE PIPE 1-1/2" PE CTS DR9

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3/4" CURB STOP (TYP.)

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12" MIN.

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18" MIN.

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TEMP CAP

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1 1/2"x3/4"X7.5 APPROVED PACK JOINT BRASS BRANCH VALVE TO BE PLACED JUST INSIDE THE BODY OF METER BOX

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36" COVER

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TOP OF PAVEMENT

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7-1/2" (±1/2")

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COMPRESSION PACK JOINT W/ STAINLESS STEEL INSERTS (TYP.)

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3/4" LOCKING YOKE ANGLE CURB STOP (TYP. OF 2)

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1-1/2" X 3/4" x 7.5" BRASS PACK JOINT BRANCH VALVE

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1-1/2" x 90° BEND W/ COMPRESSION FITTING

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4" PVC VALVE BOX W/ 4" RECESSED BRASS PLUG (1-1/2" TO 2" ABOVE FIN. GRADE)

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1-1/2" QUARTER TURN CONTROL BALL VALVE W/ COMPRESSION COUPLING & T HEAD & VALVE BOX (PRESSURE TEST LIMIT)

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(1-1/2" TO 2" ABOVE FIN. GRADE)

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VARIES

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LIMIT OF UNOBSTRUCTED SPACE

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(SEE NOTE 2)

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(SEE NOTE 2)

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THE DEVELOPER/PROPERTY OWNER OR ASSIGNEE SHALL BE RESPONSIBLE FOR INSTALLATION OF SERVICES BEYOND PRESSURE

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TEST LIMITS AS SPECIFIED BY THE DEPARTMENT.

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THREADED AREAS OF CORPORATION STOP AND OTHER FITTINGS SHALL BE SPIRAL WRAPPED WITH TWO (2) WRAPS OF TEFLON

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TAPE.

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A 12" THICK COMPACTED 3/4" ROCK BASE IS REQUIRED FOR METER BOXES OUTSIDE OF GRASS AREA. THE BASE SHALL

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EXTEND MIN. 12" BEYOND THE METER BOX PERIMETER.

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14.

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STAINLESS STEEL INSERTS ARE REQUIRED FOR ALL COMPRESSION FITTINGS.

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2.

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METER TO BE INSTALLED BY DEPARTMENT. THE PIPING BEYOND THE CONTROL VALVE TO BE INSTALLED BY THE DEVELOPER OR THE DEPARTMENT DEPENDING ON THE TYPE OF SERVICE INSTALLATION REQUIRED.

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PVC SHALL BE SCHEDULE 40 PIPE WITH SCHEDULE 80 FITTINGS. ALL BRASS FITTINGS SHALL BE "LEAD FREE".

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DOUBLE STRAP SADDLE

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1-1/2" CORP. STOP

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COVER

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34"-44"

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VARIES

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(SEE NOTE 2)

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B.

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C.

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6"MIN.

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9"MAX.

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6"MIN.

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9"MAX.

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1-1/2" CONTROL BALL VALVE 6" FROM R/W LINE,BACK OF SIDEWALK/ CURB OR EDGE OF DRIVEWAY.

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REVISION/ISSUE DATE

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PAGE NO.

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6/2019

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POTABLE WATER SERVICE DUAL 5/8" X 3/4"

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METER INSTALLATION DETAIL (POLYETHYLENE)

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4W

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(8" DEPTH)

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1 1/2" OR 2" PVC

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36"

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36"

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METER BOX (TYP.)

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24" MIN. (SINGLE METER BOXES); 30" MIN. (DOUBLE METER BOXES)

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R.P. BACKFLOW IF REQUIRED (SEE NOTE 10)

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SEE NOTE 4 FOR METER AND METER BOX INSTALLATION

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2" CORP. STOP WITH CAST IRON VALVE BOX WITH CONCRETE COLLAR (IN BOTH GRASS AND PAVED AREAS)

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END EACH BRANCH WITH A LOCKING PACK JOINT YOKE CURB STOP (TYP.) (= PRESSURE TEST LIMIT)

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2" BALL VALVE (T-HEAD ONLY) W/COMPRESSION FITTINGS AND 4" PVC VALVE BOX W/RECESSED BRASS PLUG (20"MIN.-24"MAX. DEPTH) CENTERED ON BRANCH ASSEMBLY

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POTABLE WATER MAIN

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DOUBLE STRAP SADDLE

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COMPRESSION FITTING

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2" PVC (36" MIN. DEPTH)

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MIN.

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12"

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MIN.

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12"

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SEE NOTE 8 FOR MIN. DIMENSION

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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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MAX. (8) 5/8" METERS OR MAX. (4) 1" METERS, OR MAX. (2) 5/8" METERS WITH (2) 1" METERS MAY BE CONNECTED TO A SINGLE 2" SERVICE LINE.

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THE DEVELOPER/PROPERTY OWNER OR ASSIGNEE SHALL BE RESPONSIBLE FOR SERVICE INSTALLATION BEYOND PRESSURE TEST LIMITS AS SPECIFIED BY THE DEPARTMENT.

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TYPICAL METER INSTALLATION DETAILS 1W AND 4W AS APPLICABLE.

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SERVICE PIPING LARGER THAN 2" WILL NOT BE ACCEPTED. FOR INSTALLATION OF SERVICES UNDER DRIVEWAYS AND ROADWAYS USE 4" DIAMETER BLACK IRON, PVC SCH. 40, OR HDPE SDR 9 CASING. CASING SHALL EXTEND 24" BEYOND EDGE OF PAVEMENT. END OF CASING TO BE SEALED WITH FOAM SEALANT. CASING SHALL BE COLOR CODED BLACK, WHITE, BULE, OR BLUE STRIPED.

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METER LOCATION MUST CORRESPOND TO UNIT/BAY CONFIGURATION TO AVOID SERVICE LINE CROSSINGS.

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9.

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PVC PIPE SHALL BE SCHEDULE 40 PIPE WITH SCHEDULE 80 FITTINGS. ALL BRASS FITTINGS SHALL BE "LEAD FREE".

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10.

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B.

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C.

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REVISION/ISSUE DATE

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PAGE NO.

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6/2019

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POTABLE WATER TYPICAL CONNECTION FOR

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MULTIPLE SERVICES

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5W

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*

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BY CONTRACTOR

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36" MIN.

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NIPPLE

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BY DEVELOPER (SEE NOTE 11)

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CORPORATION STOP

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SC.40 PIPE

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2" PVC

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DOUBLE STRAP SADDLE WITH

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36" COVER

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POTABLE WATER MAIN

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WATER MAIN

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CORP. STOP

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POTABLE

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%%UNOTES%%U:

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1.

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2.

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R/W LINE FOR ROADS, BACK OF CURB/SIDEWALK

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OR EDGE OF DRIVEWAY FOR OTHERS.

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VARIES

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20"-24"

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COVER

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4" PVC VALVE BOX

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6"

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6"

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GRASS

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AREA

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0" IN PAVED AREA.

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1-1/2" TO 2" ABOVE FINISHED GRADE IN GRASS

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(SEE NOTE #11)

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COMPRESSION

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FITTING

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COMPRESSION

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FITTING

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PRESSURE TEST LIMIT

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OR DEPARTMENT

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R.P. (SEE NOTE 1)

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COMPRESSION ADAPTER (POINT OF SERVICE)

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4.

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3.

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5.

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6.

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7.

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8.

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11.

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10.

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9.

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13.

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12.

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ALL NON-RESIDENTIAL SERVICES AND RESIDENTIAL SERVICES WITH SEPARATE METERED RECLAIMED WATER SERVICE SHALL HAVE AN APPROVED REDUCED

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PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY (R.P.). THE INITIAL TEST OF THE R.P. SHALL BE PERFORMED BY THE DEPARTMENT. THE R.P. SHALL

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BE INSTALLED AS CLOSE AS POSSIBLE TO THE POINT OF SERVICE NOT TO EXCEED 48" WITHOUT PRIOR DEPARTMENT APPROVAL.

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LIMIT OF UNOBSTRUCTED SPACE FROM SIDE OF WATER METER BOX SHALL BE 36" MINIMUM FOR SHRUBS AND SIMILAR OBSTRUCTIONS WITH 60" MINIMUM FOR

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TREES, WALLS, AND OTHER SIMILAR OBSTRUCTIONS.

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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

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SHALL EXTEND MIN. 24" BEYOND EDGE OF PAVEMENT. CASING TO BE SEALED WITH FOAM SEALANT. CASING SHALL BE COLOR-CODED BLACK, WHITE, BLUE,

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OR BLUE STRIPED.

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SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A MINIMUM OF 18" APART. TAPS SPACED BETWEEN 18" AND 48" SHALL BE OFFSET TO EACH

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SIDE OF THE MAIN. TAPS ON THE SAME SIDE OF A PVC PIPE SECTION SHALL BE MIN. 10' APART.

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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

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AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED WITH 2" MAXIMUM SIZE.

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SERVICE COMPONENTS SHALL BE CONSTRUCTED FOR THE METER TO BE INSTALLED "TRUE" AND "PLUMB" AND TO ALLOW METER READING THROUGH THE

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METER READER LID.

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APPROVED COPPER SETTER ASSEMBLY REQUIRED. PVC SHALL BE SCHEDULE 40 PIPE WITH SCHEDULE 80 FITTINGS. ALL BRASS FITTINGS

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SHALL BE "LEAD FREE".

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METER TO BE INSTALLED BY THE DEPARTMENT. THE PIPING BEYOND THE CONTROL VALVE SHALL BE INSTALLED BY THE DEVELOPER OR THE DEPARTMENT,

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DEPENDING ON THE TYPE OF SERVICE INSTALLATION REQUESTED.

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ALL HARDWARE FOR FLANGED CONNECTIONS (BOLTS, ETC.) TO BE 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 FITTINGS

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A 4" THICK COMPACTED 3/4" ROCK BASE IS REQUIRED. THE BASE SHALL EXTEND MINIMUM 12" BEYOND THE METER BOX PERIMETER.

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90° PVC SCH 80 BEND (TYP.)

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BY PASS

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APPROVED COPPER METER SETTING ASSEMBLY WITH BY-PASS

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4"

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FINISHED GRADE

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R.P. (SEE NOTE 1)

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TOP OF PAVED AREA

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TEMPORARY CAP

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TEMPORARY CAP

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14.

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14"±1/2"

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4" THICK 3/4" COMPACTED ROCK BASE (SEE NOTE 15)

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12"SPOOL PIECE

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COMPRESSION ADAPTER (TYP.)

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2" BALL VALVE (CONTROL VALVE) LOCKING TYPE W/ BOX, 12" FROM R/W LINE, EDGE OF SIDEWALK, DRIVEWAY, OR BACK OF CURB

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15.

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APPROVED METER BOX AND AMR ANTENNA READY LID.

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(SEE NOTE 2)

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B.

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C.

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6"MIN.

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9"MAX.

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9"MIN.

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12"MAX.

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REVISION/ISSUE DATE

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PAGE NO.

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6/2019

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POTABLE WATER

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1 1/2" METER INSTALLATION

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6W

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*

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BY CONTRACTOR

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36" MIN.

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NIPPLE

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BY DEVELOPER (SEE NOTE 11)

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CORPORATION STOP

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SC.40 PIPE

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2" PVC

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DOUBLE STRAP SADDLE WITH

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36" COVER

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POTABLE WATER MAIN

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WATER MAIN

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CORP. STOP

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POTABLE

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%%UNOTES%%U:

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1.

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2.

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R/W LINE FOR ROADS, BACK OF CURB/SIDEWALK

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OR EDGE OF DRIVEWAY FOR OTHERS.

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VARIES

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20"-24"

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COVER

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4" PVC VALVE BOX

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6"

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6"

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GRASS

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AREA

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0" IN PAVED AREA.

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1 1/2" TO 2" ABOVE FINISHED GRADE IN GRASS

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(SEE NOTE #11)

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COMPRESSION

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FITTING

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COMPRESSION

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FITTING

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PRESSURE TEST LIMIT

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OR DEPARTMENT

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R.P. (SEE NOTE 1)

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4.

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3.

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5.

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6.

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7.

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8.

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11.

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10.

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9.

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13.

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12.

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ALL NON-RESIDENTIAL SERVICES AND RESIDENTIAL SERVICES WITH SEPARATE METERED RECLAIMED WATER SERVICE SHALL HAVE AN APPROVED REDUCED

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PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY (R.P.). THE INITIAL TEST OF THE R.P. SHALL BE PERFORMED BY THE DEPARTMENT. THE R.P. SHALL

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BE INSTALLED AS CLOSE AS POSSIBLE TO THE POINT OF SERVICE NOT TO EXCEED 48" WITHOUT PRIOR DEPARTMENT APPROVAL.

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LIMIT OF UNOBSTRUCTED SPACE FROM SIDE OF WATER METER BOX SHALL BE 36" MINIMUM FOR SHRUBS AND SIMILAR OBSTRUCTIONS WITH 60" MINIMUM FOR

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TREES, WALLS, AND OTHER SIMILAR OBSTRUCTIONS.

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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

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SHALL EXTEND MIN. 24" BEYOND EDGE OF PAVEMENT. CASING TO BE SEALED WITH FOAM SEALANT. CASING SHALL BE COLOR-CODED BLACK, WHITE, BLUE,

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OR BLUE STRIPED.

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SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A MINIMUM OF 18" APART. TAPS SPACED BETWEEN 18" AND 48" SHALL BE OFFSET TO EACH

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SIDE OF THE MAIN. TAPS ON THE SAME SIDE OF A PVC PIPE SECTION SHALL BE MIN. 10' APART.

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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

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AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED WITH 2" MAXIMUM SIZE.

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SERVICE COMPONENTS SHALL BE CONSTRUCTED FOR THE METER TO BE INSTALLED "TRUE" AND "PLUMB" AND TO ALLOW METER READING THROUGH THE

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METER READER LID.

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APPROVED COPPER SETTER ASSEMBLY REQUIRED. PVC SHALL BE SCHEDULE 40 PIPE WITH SCHEDULE 80 FITTINGS. ALL BRASS FITTINGS

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METER TO BE INSTALLED BY THE DEPARTMENT. THE PIPING BEYOND THE CONTROL VALVE SHALL BE INSTALLED BY THE DEVELOPER OR THE DEPARTMENT,

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DEPENDING ON THE TYPE OF SERVICE INSTALLATION REQUESTED.

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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 FITTINGS

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90° PVC SCH 80 BEND (TYP.)

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BY PASS

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APPROVED COPPER METER SETTING ASSEMBLY WITH BY-PASS

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4"

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FINISHED GRADE

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R.P. (SEE NOTE 1)

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TOP OF PAVED AREA

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TEMPORARY CAP

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TEMPORARY CAP

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14.

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14"±1/2"

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12"SPOOL PIECE

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COMPRESSION ADAPTER (TYP.)

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2" BALL VALVE (CONTROL VALVE) LOCKING TYPE W/ BOX, 12" FROM R/W LINE, EDGE OF SIDEWALK, DRIVEWAY, OR BACK OF CURB

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15.

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APPROVED METER BOX AND AMR ANTENNA READY LID.

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(SEE NOTE 2)

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A.

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B.

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C.

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REVISION/ISSUE DATE

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PAGE NO.

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6/2019

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POTABLE WATER

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2" METER INSTALLATION

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7W

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*

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17 1/2"

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9' MAX. (TYP.)

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36" MIN. COVER

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18"

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EXACT

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FLOW

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BY CONTRACTOR (SEE NOTES 2 & 5)

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POTABLE W.M.

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36"

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R/W LINE OR BACK OF SIDEWALK, ROADS, BACK

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OF CURB OR EDGE OF DRIVEWAY. (TYP.)

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APPROVED METER BOX AND LID

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0" IN PAVED AREA (TYP.)

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1-1/2" TO 2" IN GRASS

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AREA ABOVE FINISHED GRADE.

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4" D.I.P.

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4" X 3" REDUCER

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GRASS

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AREA

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FLANGED JOINTS

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M.J. FITTINGS

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MIN. 40"

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MAX. 48"

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R.P.

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BY

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DEVELOPER

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POINT OF

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SERVICE

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POINT OF

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SERVICE

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4" G.V. W/ BOX (TYP.)

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R.P. (SEE NOTE 4)

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%%UNOTES%%U:

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TEMPORARY PLUG (PRESSURE TEST LIMIT)

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TEMPORARY PLUG (PRESSURE TEST LIMIT)

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4" G.V. W/ BOX (TYP.)

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SPOOL PIECE (MIN. 15", MAX. 18")

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FINISHED GRADE

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4" G.V. W/ BOX

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COMPOUND METER

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COMPOUND METER

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(AMR ANTENNA READY)

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1.

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2.

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3.

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4.

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5.

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6.

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7.

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8.

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9.

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10.

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11.

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12.

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13.

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ONLY APPROVED METER BOXES SHALL BE USED. THE METER BOX LID SHALL BE A DEPARTMENT APPROVED LID. THE BOX AND LID SHALL BE PROVIDED BY THE CUSTOMER AND PLACED ABOVE GROUND NEAR THE METER LOCATION. THE PROPERTY OWNER SHALL EXCAVATE THE METER BOX AREA TO EXPOSE THE BYPASS PIPING THEN INSTALL THE BOX AND BACKFILL THE AREA AFTER THE METER INSTALLATION.

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ALL SERVICES SHALL HAVE AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY (R.P.). THE INITIAL TEST OF THE R.P. SHALL BE PERFORMED BY THE DEPARTMENT. THE R.P. SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE POINT OF SERVICE AT 36" MINIMUM AND NOT TO EXCEED 48" WITHOUT PRIOR DEPARTMENT APPROVAL.

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APPROVED RESTRAINED FLANGED ADAPTERS ARE REQUIRED. PLACE 4"x3" FLANGED REDUCERS AS SHOWN ON DETAIL.

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ALL SERVICE PIPING SHALL BE 4" DUCTILE IRON WITH 4" GATE VALVES WITH VALVE BOXES AND CONCRETE COLLARS (IF APPLICABLE).

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SERVICE COMPONENTS SHALL BE CONSTRUCTED FOR THE METER TO BE INSTALLED "TRUE" AND "PLUMB".

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THE ENTIRE ASSEMBLY (WITHOUT METER/SPOOL PIECES AS SHOWN) SHALL BE PRESSURE TESTED AS REQUIRED.

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WATER METER SHALL BE INSTALLED BY THE DEPARTMENT. LAYING LENGTH OF THE METER TO BE CONFIRMED PRIOR TO SERVICE INSTALLATION.

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LIMIT OF UNOBSTRUCTED SPACE FROM SIDE OF WATER METER BOX AND BYPASS PIPING SHALL BE 36" MINIMUM FOR SHRUBS AND SIMILAR OBSTRUCTIONS WITH 60" MINIMUM FOR TREES, WALLS, AND OTHER SIMILAR OBSTRUCTIONS.

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METER BOX LID SHALL BE TRAFFIC RATED FOR ALL INSTALLATION LOCATIONS.

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MIN. DIMENSION

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SEE NOTE 13 FOR

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SEE NOTE 4 FOR MIN. TO R.P.

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MIN. DIMENSION

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SEE NOTE 13 FOR

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A.

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B.

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C.

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BYPASS PIPING SHALL BE INSTALLED ON THE RIGHT SIDE OF METER IN DIRECTION OF FLOW UNLESS OTHERWISE PREVIOUSLY APPROVED BY THE DEPARTMENT.

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LENGTH OF SPOOL PIECE TO MATCH 4" G.V. LENGTH

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REVISION/ISSUE DATE

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PAGE NO.

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POTABLE WATER 3" METER

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INSTALLATION

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8W

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*

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FLOW

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24"

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6"G.V.

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R.P.

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4" METER W/STRAINER ASSEMBLY (BY DEPARTMENT)

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6"G.V. W/BOX

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POTABLE W.M.

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PIPE SUPPORT (SEE NOTE 7-TYP.)

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6"G.V. W/BOX & . W/BOX & CONC. COLLAR PRESSURE TEST LIMIT

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LENGTH OF SPOOL PIECE TO MATCH 6"G.V. LENGTH

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PIPE SUPPORT (SEE NOTE 7 TYP.)

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FLOW

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FINISHED GRADE

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32"

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REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY (R.P.) (SEE NOTE 2)

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6"G.V.

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POTABLE W.M.

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6"G.V.

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6"x6" TEE (FL) (TYP.)

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6"G.V.

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%%UNOTES%%U:

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APPROVED RESTRAINED FLANGED ADAPTERS ARE REQUIRED.

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36"MIN.

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6"G.V.

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SEE NOTE 4

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6"G.V.

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FLOW

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6"x4" REDUCER (TYP.)

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POINT OF SERVICE

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MECH. JOINTS(MJ)

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MECH. JOINTS(MJ)

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FLANGED JOINTS(FJ)

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4"

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4" THICK CONC. PAD W/4"x4" WIRE MESH (SEE NOTE 11)

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6'x11'x4" THICK CONC. PAD (SEE NOTE 11)

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24"

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24"

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24"

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9' MAX.(TYP.)

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6"G.V. W/SQ. NUT

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18"

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1.

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2.

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ALL SERVICE PIPING SHALL BE 6" DUCTILE IRON WITH 6" GATE VALVES. THE 6" GATE VALVE FOR BYPASS PIPING SHALL HAVE A SQUARE NUT.

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ALL SERVICES SHALL HAVE AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY (R.P.). THE INTITIAL TEST OF THE R.P. SHALL BE PERFORMED BY THE DEPARTMENT. THE R.P. SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE POINT OF SERVICE, NOT TO EXCEED 48" WITHOUT PRIOR DEPARTMENT APPROVAL.

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3.

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4.

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5.

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THE ENTIRE METER ASSEMBLY INCLUDING BYPASS (EXCLUDING WATER METER) SHALL BE PRESSURE TESTED AS REQUIRED.

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6.

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PIPE SUPPORTS SHALL BE CONSTRUCTED PER WUD STANDARD DETAIL 47W AND SHALL BE LOCATED PER THIS DETAIL.

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"MINIMUM UNOBSTRUCTED SPACE" AS SHOWN IN NOTE 12 AND ON THE PLAN VIEW IS PROVIDED.

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B.

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C.

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7.

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8.

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9.

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ALL HARDWARE FOR FLANGED CONNECTIONS SHALL BE STAINLESS STEEL 304 OR PRIOR APPROVED EQUAL BY THE DEPARTMENT.

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10.

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11.

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CONCRETE PAD FOR WATER METER ASSEMBLY SHALL BE 4" THICK WITH 4"x4" WIRE MESH. CONCRETE PAD IS REQUIRED TO BE BROOM FINISHED AND INSTALLED PRIOR TO THE WATER METER ASSEMBLY.

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12.

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LIMIT OF UNOBSTRUCTED SPACE FROM SIDE OF WATER METER ASSEMBLY CONCRETE PAD SHALL BE 36" MINIMUM FOR SHRUBS AND SIMILAR OBSTRUCTIONS WITH 60" MINIMUM FOR TREES, WALLS, AND OTHER SIMILAR OBSTRUCTIONS.

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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INSTALLATION

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9W

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*

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FLOW

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38"MIN.

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24"

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8"G.V.

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R.P.

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36"

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17'x 9' FENCED AREA WITH 6' HIGH BLACK VINYL CHAIN LINK FENCE

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17'-0"

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9'-0"

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X

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X

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X

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X

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(2) 3' WIDE GATES CENTERED ON METER

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42"MAX.

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8"G.V. W/BOX

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POTABLE W.M.

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38" MIN.

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42" MAX.

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PIPE SUPPORT (SEE NOTE 7-TYP.)

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X

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8"G.V. W/BOX & . W/BOX & CONC. COLLAR PRESSURE TEST LIMIT

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(1) 3' WIDE GATE CENTERED ON METER

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LENGTH OF SPOOL PIECE TO MATCH 8"G.V. LENGTH

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PIPE SUPPORT (SEE NOTE 7 TYP.)

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FLOW

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FINISHED GRADE

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32"

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6' HIGH, BLACK VINYL CHAIN LINK FENCE (TYP.)

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REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY (R.P.) (SEE NOTE 2)

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8"G.V.

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POTABLE W.M.

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8"G.V.

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8"x8" TEE (FL) (TYP.)

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8"G.V.

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X

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X

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X

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X

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%%UNOTES%%U:

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APPROVED RESTRAINED FLANGED ADAPTERS ARE REQUIRED.

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36"MIN.

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8"G.V.

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SEE NOTE 4

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8"G.V.

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FLOW

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POINT OF SERVICE

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MECH. JOINTS(MJ)

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MECH. JOINTS(MJ)

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FLANGED JOINTS(FJ)

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4"

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4" THICK CONC. PAD W/4"x4" WIRE MESH (SEE NOTE 11)

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6'x12'x4" THICK CONC. PAD (SEE NOTE 11)

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24"

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24"

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X

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24"

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9' MAX.(TYP.)

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8"G.V. W/SQ. NUT

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18"

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1.

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2.

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ALL SERVICE PIPING SHALL BE 8" DUCTILE IRON WITH 8" GATE VALVES. THE 8" GATE VALVE FOR BYPASS PIPING SHALL HAVE A SQUARE NUT.

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ALL SERVICES SHALL HAVE AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY (R.P.). THE INTITIAL TEST OF THE R.P. SHALL BE PERFORMED BY THE DEPARTMENT. THE R.P. SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE POINT OF SERVICE, NOT TO EXCEED 48" WITHOUT PRIOR DEPARTMENT APPROVAL.

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3.

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4.

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5.

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THE ENTIRE METER ASSEMBLY INCLUDING BYPASS (EXCLUDING WATER METER) SHALL BE PRESSURE TESTED AS REQUIRED.

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6.

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PIPE SUPPORTS SHALL BE CONSTRUCTED PER WUD STANDARD DETAIL 47W AND SHALL BE LOCATED PER THIS DETAIL.

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"MINIMUM UNOBSTRUCTED SPACE" AS SHOWN IN NOTE 12 AND ON THE PLAN VIEW IS PROVIDED.

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A.

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B.

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C.

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7.

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8.

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9.

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ALL HARDWARE FOR FLANGED CONNECTIONS SHALL BE STAINLESS STEEL 304 OR PRIOR APPROVED EQUAL BY THE DEPARTMENT.

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10.

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11.

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CONCRETE PAD FOR WATER METER ASSEMBLY SHALL BE 4" THICK WITH 4"x4" WIRE MESH. CONCRETE PAD IS REQUIRED TO BE BROOM FINISHED AND INSTALLED PRIOR TO THE WATER METER ASSEMBLY.

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12.

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LIMIT OF UNOBSTRUCTED SPACE FROM SIDE OF WATER METER ASSEMBLY CONCRETE PAD SHALL BE 36" MINIMUM FOR SHRUBS AND SIMILAR OBSTRUCTIONS WITH 60" MINIMUM FOR TREES, WALLS, AND OTHER SIMILAR OBSTRUCTIONS.

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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INSTALLATION

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10W

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*

EASEMENT AREA CLEAR OF ANY

ABOVE GROUND STRUCTURES,

TRANSFORMERS, POWER POLE,

LIGHT POLES, HAND HOLES,

JUNCTION BOXES OR

BURIED POWER CABLE.

PBC WUD

WASTEWATER

CLEAN OUT

BST/CTV@MIN. 24"COVER FPL (PRIMARY

POWER CABLE)MIN. 36"COVER

BST/CTV@MIN. 24"

COVER

EDGE OFUTILITYEASEMENT

F.P.L.

TRANSFORMER PAD

(OVER PRIMARY

POWER CABLE)

20"-24"

COVER

CONTROL VALVE

WITH BOX

WATER MAIN

BST/CTV@MIN. 24"

COVER

BST/CTV@MIN. 24"COVER

FPL (PRIMARYPOWER CABLE)MIN. 36"COVER

10' UTILITY EASEMENT

10' UTILITY EASEMENT

WASTEWATER

LATERAL

R/W LINE EDGE OFUTILITYEASEMENT

(N.T.S.)

(N.T.S.)NOTES:

1. THE DETAIL WAS DEVELOPED IN COLLABORATION WITH UTILITY COMPANIES SUPPLYING VARIOUS UTILITY SERVICES TO P.B.C.W.U.D. CUSTOMERS.

2. THE DIMENSIONS SHOWN SHALL SERVE AS A GENERAL GUIDELINE TO INSTALL UTILITIES WITHIN A 10' WIDE UTILITY EASEMENT PARALLELING

A RIGHT-OF-WAY.

3. THE PARTICIPATING UTILITIES PLEDGE TO OBSERVE, FOLLOW, AND ENFORCE THE INSTALLATION PARAMETERS SHOWN ON THIS DETAIL.

24

"

R/W LINE

FINISHED

6" THREADED BRASS NIPPLE W/

TEMP. PVC CAP (POINT OF SERVICE)

WATER METER

BOX

12"-15"

CO

VE

R

WATER SERVICE

CONTROL VALVE

WITH BOX

PROPERTY LINE

PROPERTY LINE

BACKFLOW

PREVENTER

(IF REQUIRED)

GRADE

6" MIN.

9" MAX.

6" MIN.

9" MAX.

WATER

SERVICE PIPE

(PVC SCH.40,

HDPE, OR

COPPER)

6" MIN.

9" MAX.

39" MIN.

42" MAX.

30" MIN.

42" MAX.

42" MIN.

48" MAX.

12" MIN.

18" MAX.

24"

24

"

12"

12" MIN.

18" MAX.

30"

36

"3

6"

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%%UPLAN%%U

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PBCWUD WATER

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36" COVER

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METER BOX

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FPL TRANSFORMER PAD (OVER PRIMARY POWER CABLE)

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%%UPROFILE

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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TYPICAL UTILITY INSTALLATION DETAIL IN A

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10' UTILITY EASEMENT PARALLEL TO R/W

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11W

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*

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6" GATE VALVE

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(SEE DETAIL)

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VALVE SETTING

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36" MIN.

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3" MIN. 6" MAX.

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24" MAX.

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18" MIN.

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SEE NOTE 8

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6" DIP

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GRADE

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FINISHED

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(2) 2-1/2" HOSE NOZZLES.

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FACING ACCESS R/W AND

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4-1/2" PUMPER NOZZLE

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SEE NOTE 4

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5-1/4" VALVE OPENING

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POTABLE WATER MAIN

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MEGALUGS OR EQUAL

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MEGALUGS OR APPROVED

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36" MIN.

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36" MIN.

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6"

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30"

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30"

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EQUAL (TYP.)

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3'x3'x6" CONCRETE COLLAR

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(POURED IN PLACE)

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RESTRAINT HYDRANT TEE OR TAPPING SLEEVE (A WELDED OUTLET TEE MAY BE APPROVED FOR MAINS 24" AND LARGER)

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4" DIP BOLLARD FILLED WITH CONCRETE AND PAINTED YELLOW. (TYP.) (SEE NOTE 10)

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%%UNOTES%%U:

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HYDRANTS SHALL NOT BE PLACED IN SIDEWALKS, ROADWAYS, OR BIKEPATHS.

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ALL HYDRANTS SHALL BE TEE'D OFF OF MAINS

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HYDRANT TEES ARE PREFERRED.

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VALVE SHALL BE PLACED ADJACENT TO MAIN AND RESTRAINED WITH MEGALUGS OR EQUAL.

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HYDRANTS MUST BE ORDERED RED IN COLOR, WITH FINISHED EPOXY COAT APPLIED BY THE

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THE SAME MODEL HYDRANT SHALL BE USED THROUGHOUT CURRENT CONTRACT PHASE.

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1.

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2.

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3.

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4.

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5.

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6.

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7.

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8.

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9.

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PAINT SAFETY RED, IF REQUIRED, WITH APPROVED PAINT.

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10.

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HYDRANT MANUFACTURER. HYDRANT SHALL BE FACTORY EQUIPPED WITH PLUGGED DRAIN HOLES.

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11.

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NO CONNECTION (TEE, TAP) IS ALLOWED BETWEEN THE HYDRANT CONTROL VALVE AND THE

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FIRE HYDRANT.

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12.

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BURIED HYDRANT HARDWARE SHALL BE STAINLESS STEEL (TYPE 304L OR TYPE 304 BOLTS/TYPE 304 NUTS).

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ON RUNS LONGER THAN 60 FEET ANOTHER VALVE IS REQUIRED LESS THAN ONE PIPE JOINT OF THE HYDRANT.

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FIRE HYDRANT SHALL BE INSTALLED PLUMB AND TRUE IN UNOBSTRUCTED LOCATION AND SHALL NOT INTERFERE WITH PEDESTRIAN WALKWAYS, BIKE PATHS, AND SUCH OTHER SIMILAR PATHWAYS WITH THE EDGE OF THE PUMPER NOZZLE AND/OR HOSE NOZZLES BEING A MINIMUM OF 12" BEHIND SUCH PATHWAYS. A MINIMUM OF 7.5' FEET CLEARANCE IS REQUIRED FROM EACH SIDE AND REAR OF THE HYDRANT. THE FRONT OF THE HYDRANT PUMPER NOZZLE SHALL BE LOCATED A MAXIMUM OF 12' FROM THE EDGE OF PAVEMENT UNLESS OTHERWISE PREVIOUSLY APPROVED BY THE FIRE MARSHAL OFFICE HAVING JURISDICTION.

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BOLLARDS MAY BE REQUIRED FOR HYDRANTS WITH LESS THAN SIX (6) FEET TO EDGE OF PAVEMENT WITHOUT RAISED CURBING. NO BOLLARDS SHALL BE INSTALLED IN COUNTY AND/OR FDOT RIGHT-OF-WAY "CLEAR ZONE".

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13.

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APPROVED SECURITY CAPS WITH CHAINS ARE REQUIRED FOR ALL NOZZLES.

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FIRE HYDRANT SHALL BE LOCATED 5' MINIMUM FROM EDGE OF PAVEMENT WITH RAISED CURBING AND 6' MINIMUM WITHOUT RAISED CURBING.

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12" MIN. (SEE NOTE 1)

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GRADE

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FINISHED

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WALKWAY, BIKE PATH, ETC.

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PAVEMENT (ROADWAY)

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12' MAX. (SEE NOTE 1)

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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TYPICAL FIRE HYDRANT INSTALLATION

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WITH BOLLARDS DETAIL

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12W

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*

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STEEL CENTERING PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED.

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EXTENSION BOLTS & NUTS ARE TO BE STAINLESS STEEL. A HIGH STRENGTH

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8"

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CONCRETE COLLAR IS NOT REQUIRED IN PAVED AREAS IF PAVEMENT

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SURFACE IS FINISHED PRIOR TO CONDITIONAL FINAL INSPECTION.

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WHEN OPERATING NUT IS DEEPER THAN 36" A ONE PIECE EXTENSION WILL BE

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REQUIRED TO BRING OPERATING NUT 20"-30" BELOW FINISHED GRADE.

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OPERATING NUT

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C.I. ADJUSTABLE VALVE BOX

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(INSIDE SCREW TYPE)

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TOP OF PAVEMENT

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CAST IRON VALVE BOX

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SCREW TYPE MARKED "WATER"

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CONCRETE COLLAR

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POUR CONCRETE TO GRADE

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IN SODDED AREAS.

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APPROVED RESTRAINED

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%%UNOTES%%U:

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(SEE NOTE 2.)

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36" MIN.

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8"

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24"

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24"

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8"

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VALVE BOXES SHALL HAVE COVERS MARKED "WATER".

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1.

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2.

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3.

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4.

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ASSEMBLY.

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A CUT-IN INSTALLATION SHALL REQUIRE MEGALUGS OR EQUAL THROUGHOUT

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5.

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CUTTING-IN SLEEVE

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MECHANICAL JOINT VALVE

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2"

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VALVE BOX EXTENSION TO BE D.I.P. OR C-900 PVC SDR 18 (BLUE)

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(SEE NOTE 6.)

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BY DEPARTMENT

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(OR AS DIRECTED

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20" MIN.

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IN ORDER TO MAINTAIN ADEQUATE COVER OVER VALVE NUT,

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6.

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THE FOLLOWING MINIMUM COVERS OVER PIPE ARE REQUIRED

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%%UGATE VALVE SIZE

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%%UMIN. COVER OVER PIPE

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16"

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48"

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20"

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54"

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24"

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60"

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30"

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72"

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36"

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84"

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VALVES IN ROADWAYS SHALL BE LOCATED OUTSIDE OF WHEEL PATHS

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WHENEVER POSSIBLE.

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7.

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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POTABLE WATER MAIN TYPICAL

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GATE VALVE SETTING AND MAIN CUT-IN DETAIL

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13W

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POURED IN PLACE CONCRETE COLLAR

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WATER MAIN

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8"

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36" MIN. COVER

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VARIES

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VARIES

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A-A

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A

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A

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%%UNOTES%%U:

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1.

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CONCRETE COLLAR IS NOT REQUIRED IN PAVED AREAS IF PAVEMENT SURFACE IS FINISHED

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PRIOR TO CONDITIONAL FINAL INSPECTION.

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VALVE BOXES SHALL HAVE COVERS MARKED "WATER".

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2.

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3.

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RESTRAINED MECHANICAL JOINT

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BUTTERFLY VALVE

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MIN.

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CAST IRON VALVE BOX,

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SCREW TYPE MARKED "WATER"

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24" SQ.

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2"

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PAVEMENT

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OPERATING

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NUT

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OPERATING

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NUT

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POTABLE

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A CUT-IN INSTALLATION SHALL REQUIRE MEGALUGS OR EQUAL THROUGHOUT ASSEMBLY.

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4.

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5.

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EXTENSION VALVE BOX TO BE D.I.P. OR C-900 PVC DR 18 (COLOR: BLUE)

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WHEN TOP OF OPERATING NUT IS DEEPER THAN 42" AN EXTENSION WILL BE REQUIRED TO BRING OPERATING NUT 24"-30" BELOW FINISHED GRADE. EXTENSION BOLTS & NUTS ARE TO BE STAINLESS STEEL. A HIGH STRENGTH STEEL CENTERING PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED.

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(REINFORCING BARS NOT REQUIRED)

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6.

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VALVES IN ROADWAYS SHALL BE LOCATED OUTSIDE OF WHEEL PATHS WHENEVER POSSIBLE.

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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POTABLE WATER MAIN TYPICAL BUTTERFLY

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VALVE SETTING

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14W

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WATER MAIN

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24"

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36"

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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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BLOWOFF VALVE HANDLE

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PADLOCK PROVISION

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CAST ALUMINUM BASE

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36"x30"x5" THICK CONCRETE COLLAR

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5"

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ALL BRASS SHALL BE "LEAD FREE".

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4.

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MIN. 1/2" S.S. PIPING

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1/2" S.S. QUICK CONNECTION COUPLING

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MIN. 1/2" S.S. PIPE

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4" P.V.C. BOX W/ RECESSED BRASS PLUG

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1" PVC SLEEVE

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7/16" BLOW OFF W/ PROTECTIVE CAP

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1/4" UNTHREADED SAMPLING POINT W/ PROTECTIVE CAP

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ALUMINUM HOUSING (HINGED OPENING)

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2"

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GRASS

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GRADE

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THE PERMANENT SAMPLING STATION SHALL BE INSTALLED AT EACH UTILITY WATER SYSTEM INTERCONNECT AND AS DIRECTED BY THE DEPARTMENT.

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THE SAMPLING STATION SHALL BE LOCATED IN EASILY ACCESSIBLE AREA, MINIMUM 10'(FEET) FROM EDGE OF ROADWAY PAVEMENT IN GRASSED AREA.

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ALTERNATIVE DESIGNS WILL BE AC- CEPTED SUBJECT TO REVIEW AND APPROVAL BY THE DEPARTMENT.

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5.

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CASING IS REQUIRED FOR SERVICE PIPING UNDER PAVED AREAS.

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3/4" PVC

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3/4" PVC SCH 40 (SEE NOTE 5)

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MIN. 18"

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6"

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36"

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3/4" TAP W/DOUBLE STRAP SADDLE & CORP. STOP

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3/4" BRASS CURB STOP VALVE W/ WING NUT AND COMPRESSION FITTINGS W/ BOX

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BRASS 90°ELBOW W/ COMPRESSION FITTING

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3/4" CORPORATION STOP VALVE W/ COMPRESSION FITTINGS

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MIN. 8" ALL AROUND

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6.

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THE HOUSING COLOR SHALL BE FIRE HYDRANT RED.

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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PERMANENT SAMPLING POINT

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15W

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GROUND

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%%UNOTE%%U:

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SAMPLE POINT SHOULD BE A SERVICE LINE

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OR FIRE HYDRANT IF POSSIBLE.

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3/4" DIA. MIN. SCH. 40 P.V.C.

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(PIPE COLOR : WHITE)

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DOUBLE STRAP SADDLE

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POTABLE WATER MAIN

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90 BEND

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3/4" GATE VALVE

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45 OR 90 BEND

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(DEPENDING ON LOCATION OF TAP)

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3'- 0" MIN.

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2'-0" MIN.

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BE SPIRAL WRAPPED WITH TWO WRAPS OF TEFLON

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THREADED AREAS OF CORPORATION STOP SHALL

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2.

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TAPE.

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PACKJOINT COMPRESSION FITTING

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1 " OR 2" CORPORATION STOP12" OR 2" CORPORATION STOP

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REDUCE TO "34"

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3. CLOSE AND CAP CORPORATION STOP AFTER SAMPLING COMPLETION.

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PAGE NO.

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REVISION/ISSUE DATE

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POTABLE WATER MAIN TEMPORARY SAMPLING POINT

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16W

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1" 90 BEND

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1"X 8"

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NIPPLE

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1"X 4"

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1" X 8"

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1" X 4"

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1" 90 BEND

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1" MALE ADAPTER

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NIPPLE

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NIPPLE

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NIPPLE

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1" FEMALE ADAPTER

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1" GATE VALVE

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FIRE HYDRANT

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ADAPTER (BRASS)

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%%UNOTES%%U:

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1.

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2.

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USE HYDRANT WRENCH ONLY.

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ALL PIPES AND FITTINGS SCH. 40 P.V.C.

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(PIPE COLOR : WHITE).

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W/1" MALE OUTLET

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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POTABLE WATER MAIN FIRE HYDRANT

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SAMPLING POINT

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17W

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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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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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POTABLE WATER MAIN,

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WASTEWATER & STORM SEWER CONFLICT

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18W

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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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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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POTABLE WATER MAIN/ FORCE MAIN

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PRESSURE PIPE CONFLICT DETAIL

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19W

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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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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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TYPICAL THRUST BLOCKS

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FOR PRESSURE PIPE

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20W

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%%UNOTES:

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2.

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VALVE BOX MARKED "WATER"

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TAPPED PLUG

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POTABLE WATER MAIN AND VALVE (RESTRAINED JOINTS)

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36" MIN.

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GRADE

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FINISHED

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2" THREADED BRASS RISER PIPE

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2" N.P.T. X 2 1/2" N.S.T.

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BRASS NIPPLE (MIN. 12" LONG)

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BRASS CAP W/ INVERTED NUT

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2"MIN.

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2"

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PROFILE VIEW

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PLAN VIEW

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(2) HORIZONTAL THREADED BRASS 90° BENDS(TO PROVIDE MIN. 1'-0" OFFSET)

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(2) HORIZONTAL THREADED BRASS 90° BENDS(TO PROVIDE MIN. 1'-0" OFFSET)

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APPROVED 11"x18"x12" TRAFFIC BEARING METER BOX WITH SOLID LID

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APPROVED "SINGLE" TRAFFIC BEARING METER BOX (NO METER READER LID)

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3.

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ALL BRASS SHALL BE "LEAD FREE".ALL BRASS SHALL BE "LEAD FREE".

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4.

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BLOWOFF BOX TO BE LOCATED IN GRASS AREA, MIN. 2' FROM SIDEWALK OR PAVEMENT

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PERMANENT DEAD ENDS REQUIRE THE INSTALLATION OF AN APPROVED AUTOMATIC FLUSHING ASSEMBLY.

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1.

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TEMPORARY DEAD END BLOWOFF ONLY ALLOWED WITH PRIOR DEPARTMENT APPROVAL.

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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TYPICAL 2" TERMINAL BLOWOFF

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POTABLE WATER DISTRIBUTION MAINS

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21W

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MIN.

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36"

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10'-0"

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10'-0"

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ROADWAY, FENCE, WALL, OR LANDSCAPE BERM (SEE NOTE 5)

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ONE LENGTH MINIMUM

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DUCTILE IRON TO EXTEND

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CEMENT GROUT

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ENDS SEALED WITH

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ROCK BASE OR DIRT

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PAVING OR SOD

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.625

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.625

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.625

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.500

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.500

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.372

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.312

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.312

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.250

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.250

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.250

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.250

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.250

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.188

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72"

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60"

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54"

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48"

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42"

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36"

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30"

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30"

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24"

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24"

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20"

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20"

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14"

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12"

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WALL THICKNESS

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MINIMUM

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INSIDE DIAMETER (MIN)

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STEEL CASING

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PIPE SIZE

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CARRIER

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48"

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42"

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36"

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30"

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24"

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20"

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18"

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16"

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14"

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12"

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10"

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8"

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6"

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4"

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%%UNOTES%%U:

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(SEE NOTE 2)

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1.

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2.

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DUCTILE IRON RESTRAINED JOINT PIPE WITH CASING SPACERS INSTALLED, PER MANUFACTURERS REQUIREMENTS. (BELL JOINT HARNESS RESTRAINT IS NOT ACCEPTABLE).

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CASING SPACER(TYP.)

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5.

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4.

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MIN. 36" FROM END OF CASING TO FITTING OR PIPE JOINT (TYP.)

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MIN.

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MIN.

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DEPARTMENT APPROVED NEOPRENE END SEAL W/ STAINLESS STEEL BANDS (TYP.)

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A PROFILE DRAWING TO SCALE FOR EACH JACK AND BORE, DIRECTIONAL DRILL, OR DIRECT BURIED INSTALLATION IS REQUIRED TO BE APPROVED BY THE DEPARTMENT PRIOR TO INSTALLATION. IF A SPLIT CASING IS REQUIRED THEN SHOP DRAWINGS ARE REQUIRED TO BE SUBMITTED AND APPROVED BY THE DEPARTMENT PRIOR TO CONSTRUCTION AND/OR INSTALLATION.

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THICKER WALL CASINGS AND LARGER COVER OVER CASING MAY BE REQUIRED BY THE RIGHT-OF-WAY OWNER.

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3.

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STEEL CASING SHALL BE COATED OUTSIDE WITH COAL TAR EPOXY (MIN. 16 MILS DFT) AND BE PAINTED WITH A 4" MINIMUM WIDE CONTINUOUS STRIPE, COLOR CODED TO MATCH THE PIPE INSIDE, ALONG THE TOP AXIS OF THE CASING.

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STEEL CASING IS REQUIRED FOR ALL WATER MAIN INSTALLATIONS UTILIZING JACK AND BORE CONSTRUCTION AND WHEN MAINS ARE INSTALLED UNDER FENCES, WALLS, OR LANDSCAPE BERMS. WHEN THE CASING IS INSTALLED UNDER FENCES, WALLS, OR LANDSCAPE BERMS IT SHALL BE CENTERED ON THE PREVIOUS BARRIER AND IS REQUIRED TO EXTEND 10' MINIMUM PAST BARRIER ON EACH SIDE UNLESS OTHERWISE PREVIOUSLY APPROVED BY THE DEPARTMENT.

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PIPE IN CASING SHALL BE PULLED TO FULLY ENGAGE RESTRAINT.

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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POTABLE WATER MAIN

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CASING INSTALLATION DETAILS

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22W

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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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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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TYPICAL TRENCH DETAIL/

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ROOT BARRIER INSTALLATION DETAIL

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23W

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REPLACEMENT OF FLEXIBLE

PAVEMENT FOR PERMITTED

PAVEMENT CUT

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THE BACKFILL FOR THE FIRST AND SECOND STAGES SHALL BE PLACED IN 6" LIFTS (COMPACTED THICKNESS) AND SHALL BE COMPACTED TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. STAGE 1: THE CONTRACTOR SHALL PROVIDE ADEQUATE COMPACTED FILL BENEATH THE HAUNCHES OF THE PIPE, USING MECHANICAL TAMPS SUITABLE FOR THIS PURPOSE. THIS COMPACTION APPLIES TO THE MATERIAL PLACED BENEATH THE HAUNCHES OF THE PIPE AND ABOVE ANY BEDDING REQUIRED. STAGE 2: THE CONTRACTOR SHALL OBTAIN A WELL-COMPACTED BED AND FILL ALONG THE SIDES OF THE PIPE AND TO A POINT INDICATING THE TOP OF SUB-GRADE MATERIAL.

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1) BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/8" - 7/8" SIZING WITH EQUAL OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED. 2) REPLACED BASE MATERIAL (PER LAND DEVELOPMENT DESIGN STANDARDS) OVER DITCH SHALL BE TWICE THE THICKNESS OF THE ORIGINAL BASE OR 12" MINIMUM, WHICHEVER IS GREATER. 3) ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED AND BUTT-JOINTED. 4) BASE MATERIAL SHALL BE PLACED IN TWO OR THREE LAYERS (6" MAX. PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE SPECIFIED DENSITY. 5) SURFACE MATERIAL WILL BE CONSISTENT WITH THE EXISTING SURFACE OR 1 1/2" SI ASPHALTIC CONCRETE WITH RC-70 PRIME COAT AT 0.10 GAL/SQ. YD. 6) PIPE SHALL BE PLACED IN A DRY TRENCH. A) ALL ROADWAY REPAIR WORK SHALL BE PERFORMED IN CONFORMANCE WITH APPLICABLE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND COUNTY PPM# EL-0-3606. B) DENSITY TESTS SHALL BE TAKEN IN 1 FT LIFTS ABOVE THE PIPE AT INTERVALS OF 400 FT MAXIMUM (1 SET MINIMUM) OR AS DIRECTED BY THE CONSTRUCTION COORDINATION DIVISION. RESULTS SHALL BE SUBMITTED TO CONSTRUCTION COORDINATION DIVISION AS PART OF THEIR FIELD REVIEW. C) ENGINEER-OF-RECORD SHALL PROVIDE FULL-TIME INSPECTION DURING THE ENTIRETY OF THE OPEN-CUT OPERATION, BEGINNING WITH THE EXCAVATION AND CONTINUING THROUGH THE COMPLETION OF THE PAVING. D) IF THE PAVEMENT IS NOT COMPLETELY RESTORED IMMEDIATELY FOLLOWING THE OPEN CUT, A SMOOTH TEMPORARY PATCH (MINIMUM 1.25" ASPHALT) SHALL BE INSTALLED, PROPERLY MATCHING THE EXISTING GRADING OF THE ROADWAY. THE TEMPORARY PATCH SHALL BE ALLOWED TO REMAIN IN PLACE AND BE MAINTAINED FOR A PERIOD NO LONGER THAN 45 DAYS. THE COUNTY RETAINS THE RIGHT TO USE POSTED SURETY TO COMPLETE ANY RESTORATION WORK THAT HAS NOT BEEN COMPLETED IN THE 45 DAYS PERIOD. ALTERNATIVE TEMPORARY TRENCH PROTECTION (STEEL PLATES OR OTHERS) MAY BE APPROVED BY THE CONSTRUCTION COORDINATION DIVISION. E) FOR THE FINAL RESTORATION, THE ROAD SHALL BE MILLED AND RESURFACED WITH 1-1/2" (ONE AND A HALF INCH) OF SIII OR SI ASPHALT SURFACE COURSE FOR A FULL LANE WIDTH ENCROACHED BY THE TRENCH. F) APPROVED MAGNETIC TAPE IS REQUIRED FOR ALL MAIN PRESSURE PIPES AND CONDUIT IN THE COUNTY'S RIGHT-OF-WAY. INSTALL TAPE 24" BELOW FINISHED GRADE. G) CONTINUOUS 4" WIDE PAINT STRIPING IS REQUIRED FOR DIP/PCCP WATER MAINS (BLUE), DIP SANITARY MAINS (GREEN), DIP RECLAIMED WATER MAINS (PURPLE), GAS MAINS (YELLOW), OR AS REQUIRED BY THE APWA.

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CONSTRUCTION PROCEDURES

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CONSTRUCTION NOTES

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GENERAL NOTES

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Magnetic Tape (See note F)

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Existing pavement

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Surface joint

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Match existing pavement (min. 1 1/2")

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Replaced Base material (lime or shell rock) (See note 2)

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Stage #1

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12" Min.

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12" Min.

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36" minimum cover required

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Surface Replacement (See Note 5)

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Varies

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W

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Stage #2

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6"

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6"

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Ditch Width W + 4ft

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Original Base

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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OPEN CUT PIPE INSTALLATION

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NON-THOROUGHFARE ROAD

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24W

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REPLACEMENT OF FLEXIBLE

PAVEMENT FOR PERMITTED

PAVEMENT CUT

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*Surface Transition Area

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*Surface Transition Area

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THE BACKFILL FOR THE FIRST AND SECOND STAGES SHALL BE PLACED IN 6" LIFTS (COMPACTED THICKNESS) AND SHALL BE COMPACTED TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. STAGE 1: THE CONTRACTOR SHALL PROVIDE ADEQUATE COMPACTED FILL BENEATH THE HAUNCHES OF THE PIPE, USING MECHANICAL TAMPS SUITABLE FOR THIS PURPOSE. THIS COMPACTION APPLIES TO THE MATERIAL PLACED BENEATH THE HAUNCHES OF THE PIPE AND ABOVE ANY BEDDING REQUIRED. STAGE 2: THE CONTRACTOR SHALL OBTAIN A WELL-COMPACTED BED AND FILL ALONG THE SIDES OF THE PIPE AND TO A POINT INDICATING THE TOP OF SUB-GRADE MATERIAL.

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Stage #1

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12" Min.

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12" Min.

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Original Base

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Replacement Base (See note 2)

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Identification Tape (See note F)

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Surface Replacement (See Note 6)

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1) BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/8" - 7/8" SIZING WITH EQUAL OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED. 2) REPLACED BASE MATERIAL OVER DITCH SHALL BE 16" MINIMUM FOR THOROUGHFARE PLAN ROADS. 3) ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED AND BUTT-JOINTED. 4) BASE MATERIAL (PER ROADWAY PRODUCTION DESIGN STANDARDS) SHALL BE PLACED IN TWO OR THREE LAYERS (6" MAX. PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE SPECIFIED DENSITY. 5) * SURFACE TRANSITION AREA (SEE PLANS FOR LOCATION). OVERLAY OR MILL/RESURFACE FOR A DISTANCE OF 50'ON BOTH SIDES OF THE OPEN CUT AND FOR A FULL LANE WIDTH. 6) 1" SIII ASPHALTIC CONCRETE OVER 1 1/2 " SI ASPHALTIC CONCRETE WITH RC-70 PRIME COAT AT 0.10 GAL/SQ. YD. " SI ASPHALTIC CONCRETE WITH RC-70 PRIME COAT AT 0.10 GAL/SQ. YD. 7) PIPE SHALL BE PLACED IN A DRY TRENCH. A) ALL ROADWAY REPAIR WORK SHALL BE PERFORMED IN CONFORMANCE WITH APPLICABLE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND COUNTY PPM# EL-0-3605. B) DENSITY TESTS SHALL BE TAKEN IN 1 FT LIFTS ABOVE THE PIPE AT INTERVALS OF 400 FT MAXIMUM (1 SET MINIMUM) OR AS DIRECTED BY THE CONSTRUCTION COORDINATION DIVISION. RESULTS SHALL BE SUBMITTED TO CONSTRUCTION COORDINATION DIVISION AS PART OF THEIR FIELD REVIEW. C) ENGINEER-OF-RECORD WILL PROVIDE FULL-TIME INSPECTION DURING THE ENTIRETY OF THE OPEN-CUT OPERATION, BEGINNING WITH THE EXCAVATION AND CONTINUING THROUGH THE COMPLETION OF THE PAVING. D) IF THE PAVEMENT IS NOT COMPLETELY RESTORED IMMEDIATELY FOLLOWING THE OPEN CUT, A SMOOTH TEMPORARY PATCH (MINIMUM 1.25" ASPHALT) SHALL BE INSTALLED, PROPERLY MATCHING THE EXISTING GRADING OF THE ROADWAY. THE TEMPORARY PATCH SHALL BE ALLOWED TO REMAIN IN PLACE AND BE MAINTAINED FOR A PERIOD NO LONGER THAN 45 DAYS. THE COUNTY RETAINS THE RIGHT TO USE POSTED SURETY TO COMPLETE ANY RESTORATION WORK THAT HAS NOT BEEN COMPLETED IN THE 45 DAYS PERIOD. ALTERNATIVE TEMPORARY TRENCH PROTECTION (STEEL PLATES OR OTHERS) MAY BE APPROVED BY THE CONSTRUCTION COORDINATION DIVISION. E) THE FINAL RESTORATION, THE ROAD SHALL BE MILLED/RESURFACED FOR A FULL LANE WIDTH OF THE TRAVEL LANES ENCROACHED BY THE TRENCH AREA, INCLUDING A TRANSITION AREA OF 50 FT ON EACH SIDE OF THE TRENCH, THE PAVEMENT SHALL BE MILLED AND RESURFACED PER CONSTRUCTION NOTE 6. F) APPROVED MAGNETIC TAPE IS REQUIRED FOR ALL MAIN PRESSURE PIPES AND CONDUIT IN THE COUNTY'S RIGHT-OF-WAY. INSTALL TAPE 24" BELOW FINISHED GRADE. G) CONTINUOUS 4" WIDE PAINT STRIPING IS REQUIRED FOR DIP/PCCP WATER MAINS (BLUE), DIP SANITARY MAINS (GREEN), DIP RECLAIMED WATER MAINS (PURPLE), GAS MAINS (YELLOW), OR AS REQUIRED BY THE APWA.

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CONSTRUCTION PROCEDURES

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CONSTRUCTION NOTES

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GENERAL NOTES

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6"

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6"

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Ditch Width W + 4ft

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36" minimum cover required

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Stage #2

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Dia. Varies

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Varies

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W

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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OPEN CUT PIPE INSTALLATION

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THOROUGHFARE ROAD

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25W

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12"

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AUTOMATIC COMBINATION AIR RELEASE VALVE, PRESSURE GAUGE WITH DOUBLE STRAP SADDLE AND CORPORATION STOP (SEE DETAIL) WELDED ON OUTLET OPTIONAL FOR STEEL PIPE.

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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 STANDARDS APPLY. 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 CRADLE AND STRAPS.

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FITTING ABOVE

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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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ALL EXPOSED PIPING SHALL BE PAINTED AS SPECIFIED IN THE APPROVED MATERIAL LIST.

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%%UNOTES%%U:

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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 STEEL PIPE MAY INCORPORATE WELDED ON LONG RADIUS UPPER BENDS. PREFABRICATED FLANGED PIPE SHALL BE FACTORY TESTED.

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THE PRESSURE GAUGE SHALL BE "ASHCROFT NO. 45-1009A" OR APPROVED EQUAL.

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THE PRESSURE GAUGE SHALL FACE THE CLOSEST FAN GUARD.

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ALL HARDWARE SHALL BE PAINTED WITH COAL-TAR EPOXY.

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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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13.

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12.

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11.

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10.

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9.

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8.

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7.

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6.

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5.

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4A.

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4B.

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3.

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2.

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1.

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ISOLATION VALVE REQUIRED FOR PIPES 16" AND SMALLER

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REQUIRED (TYP.)

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MEGALUGS OR EQUAL

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FAN GUARD (SEE NOTE 3)

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SQUARE PRESTRESSED CONC. PILES (SEE NOTE #13)

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D.H.W.

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5'-0"

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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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D.H.W.

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PRESSURE

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GAUGE

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PILE LIFT CABLE SHALL BE REMOVED BELOW SURFACE; HOLE SHALL BE FILLED WITH EPOXY CEMENT.

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THREADED AREAS OF BRASS FITTINGS SHALL BE SPIRAL WRAPPED WITH TWO WRAPS OF TEFLON TAPE.

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14.

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STEEL PIPE SHALL HAVE WELDED ON BEARING PADS EXTENDING MIN. 1" BEYOND PIPE CRADLE THE PADS SHALL BE INSTALLED PRIOR TO PAINTING

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DIP REQUIRED FOR TRANSITION FROM FLANGED PIPE

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SEE NOTE #1

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RIP RAP RUBBLE (PER PERMITTING AGENCY REQUIREMENTS)

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MAX. 5' (TYP.)

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SIGN

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FITTING ABOVE D.H.W.

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36"

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MIN.

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SIGN (SEE WUD DETAILS 35W, 36W, & 37W FOR SIGN PARAMETERS)

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MEGALUGS OR EQUAL REQUIRED (TYP.)

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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POTABLE WATER MAIN TYPICAL

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AERIAL CANAL CROSSING - SINGLE PIPE (SINGLE PILES)

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26W

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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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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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FAN GUARD/ PILE CAP DESIGN -

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SINGLE PIPE (SINGLE PILES)

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27W

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%%UNOTES%%U:

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18"

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MIN.

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MIN 48"

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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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48"

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MIN.

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5"

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MIN.

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12"

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MIN.

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8"

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2-5 COURSES)

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FINISH (4" MIN, 16" MAX

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BRICK WITH MORTAR

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OR AHD; BILCO J OR JD [H-20])

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HATCH FRAME & COVER (USF AHS

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SLOPED FILLET

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3/4" MIN. WASHROCK

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12" DIA. DRAIN

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ALL OPENINGS SHALL BE SEALED WITH WATERPROOF NON-SHRINKING GROUT.

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FILTER FABRIC

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1.

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2.

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3.

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4.

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5.

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6.

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7.

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POTABLE WATER MAIN

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THREADED AREAS OF BRASS FITTINGS SHALL BE SPIRAL WRAPPED WITH TWO WRAPS OF TEFLON TAPE.

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DUCTILE IRON PIPE IS REQUIRED THROUGH THE VAULT. NO PIPE JOINTS INSIDE OR WITHIN 12" OF THE VAULT.

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2"

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8'x8'x5" POURED IN PLACE CONCRETE COLLAR WITH WIRE MESH REINFORCEMENT IN UNPAVED AREAS.

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PAVEMENT

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D.I.P.

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(SEE NOTE 8)

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VOID FILLED WITH NON SHRINKING GROUT (TYP.)

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8.

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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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CORP.

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STOP

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6"

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MIN.

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DOUBLE STRAP SADDLE OFF-SET 6" FROM CENTER OF STRUCTURE

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INFLOW PREVENTER

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S.S. BRACKET SUPPLIED BY MANUFACTURER (SEE NOTE No. 8)

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SHOP DRAWINGS ARE REQUIRED FOR CUSTOM MADE BRACKETS

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UNION

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"LEAD FREE" BRASS (TYP.)

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COMBINATION AIR RELEASE VALVE (SEE NOTE 2)

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PRECAST 4000 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 TYPE AND SIZE APPROPRIATE FOR SERVICE INTENDED ALTHOUGH A 1" MINIMUM SIZED ARV IS REQUIRED ON POTABLE WATER MAIN INSTALLATIONS.

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ALTERNATE VAULT AND COVER DESIGN MAY BE USED PROVIDED ALTERNATE VAULT AND/OR COVER SHOP DRAWINGS WERE SUBMITTED AND APPROVED BY THE DEPARTMENT PRIOR TO THE VAULT AND/OR COVER BEING INSTALLED.

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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POTABLE W.M. UNDERGROUND AIR RELEASE VALVE &

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VAULT IN NON-TRAFFIC AREAS OUTSIDE OF ROAD R/W

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28W

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10"

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VARIES

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2 MIN. 4 MAX. BRICK

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COURSES PLASTERED

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INSIDE & OUTSIDE WITH

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TYPE II PORTLAND CEMENT

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EQUIVALENT WIRE MESH

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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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ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON-SHRINKING GROUT.

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LIFT HOLES ARE PERMITTED.

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ALL PIPE HOLES SHALL BE PRECAST.

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MANHOLE FABRICATION SHALL BE IN ACCORDANCE WITH A.S.T.M. C-478 LATEST STANDARD.

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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 OF PAVEMENT, SEE DETAIL.

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7.

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22-1/4"

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50-7/8"

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6"

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12"

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MIN.

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GROUT

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HOLE

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8.

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9.

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#4 @ 12" E.W. OR

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(A.S.T.M. SPEC 20)

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DUCTILE IRON PIPE IS REQUIRED THROUGH THE VAULT. NO PIPE JOINTS INSIDE

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THREADED AREAS OF BRASS FITTINGS SHALL BE SPIRAL WRAP WITH TWO WRAPS

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OF TEFLON TAPE.

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10.

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6.

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OR WITHIN 18" OF THE MANHOLE.

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D.I.P.

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PAVEMENT

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2"

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DOUBLE LID MANHOLE COVER MARKED "WATER ARV" & FRAME TYPE "A" U.S. FOUNDRY NO. 690-AH-M OR EQUAL (OFF-SET MANHOLE COVER) (SEE NOTE 11)

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DOUBLE STRAP SADDLE OFF-SET 6" FROM CENTER OF STRUCTURE

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(SEE NOTE 11)

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SLOPED FILLET

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12.

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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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11.

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18" MIN.

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CORP.

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STOP

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MIN.

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INFLOW PREVENTER

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S.S. BRACKET SUPPLIED BY MANUFACTURER (SEE NOTE No. 12)

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UNION

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"NO LEAD" BRASS

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1.

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PRECAST 4000 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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POTABLE WATER MAINS 12" AND SMALLER, AN 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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13.

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MANHOLES IN ROADWAYS SHALL BE LOCATED OUTSIDE OF WHEEL PATHS.

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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POTABLE WATER MAIN AIR RELEASE MANHOLE

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IN PAVED AREA AND IN ROAD R/W

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29W

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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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7.

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5.

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4.

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3.

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2.

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ALL PIPE HOLES SHALL BE PRECAST.

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ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON-SHRINKING GROUT.

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1.

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%%UNOTES%%U:

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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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ARV, TAP AND PIPING TO BE TYPE AND SIZE APPROPRIATE FOR SERVICE INTENDED.

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6" MIN.

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SHOP DRAWING IS REQUIRED FOR REVIEW AND APPROVAL.

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8.

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9.

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DOUBLE STRAP

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WRAPPED WITH TWO WRAPS OF TEFLON TAPE.

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THREADED AREAS OF BRASS FITTINGS AND OTHER FITTINGS SHALL BE SPIRAL

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IN LIEU OF BRICK WORK, APPROVED PRECAST CONCRETE ADJUSTING RINGS MAY BE USED.

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INSTALLATION SHALL FOLLOW MANUFACTURERS RECOMMENDATIONS.

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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 "WATER" U.S. FOUNDRY 690 AH-M OR EQUAL (OFFSET MANHOLE LID) (SEE NOTE 4)

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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 9)

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2 PIECE SLIDING TYPE CAST IRON VALVE BOX FOR CORP STOP LID MARKED "WATER"

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SLOPED FILLET

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6"

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MIN.

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10.

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11.

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"LEAD FREE" BRASS (TYP.)

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INFLOW PREVENTER

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S.S. BRACKET SUPPLIED BY MANUFACTURER (SEE NOTE 10)

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UNION

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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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PIPE AND FITTINGS SHALL BE NO LEAD BRASS.

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POTABLE WATER MAIN

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VARIES

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PRECAST MONOLITHIC POURED 4000 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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ALTERNATIVE VAULT DESIGN MAY BE USED WITH AN APPROVED 32" DIAMETER HINGED MANHOLE COVER PROVIDED ALTERNATE VAULT AND/OR COVER SHOP DRAWING WAS SUBMITTED AND APPROVED BY THE DEPARTMENT PRIOR TO THE VAULT AND/OR COVER BEING INSTALLED.

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6.

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12.

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MANHOLES SHALL BE INSTALLED OUTSIDE TRAFFIC AREAS.

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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POTABLE WATER MAIN OFF-SET

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UNDERGROUND AIR RELEASE VALVE

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30W

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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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%%UMAXIMUM QUANTITY OF WATER (GALLONS PER HOUR) THAT MAY BE SUPPLIED

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%%UTO 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.

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PSI 2 3 4 6 8 10

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OF PIPE)

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AVG. TEST

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PRESSURE

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PIPE DIAMETER (INCHES)

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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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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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POTABLE WATER MAIN PRESSURE TEST CRITERIA

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31W

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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 SUBSQUENT 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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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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DOUBLE CHECK DETECTOR ASSEMBLY

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32W

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HOSE CONNECTION FOR CHLORINE INJECTION PUMP AND PRESSURE PUMP

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ENSURE PROPER RESTRAINT OF EXISTING VALVE AND EXISTING PIPE PRIOR TO NEW PIPE CONNECTION. ENSURE PROPER OPERATION OF EXISTING VALVE. INSTALL BY-PASS PIPING AS SHOWN. A NEARBY HYDRANT OR SERVICE TAP MAY BE USED AS A WATER SOURCE. USING BY-PASS AND CHLORINE INJECTOR PUMP, DISINFECT NEW WATER MAIN (MIN. 50 CHLORINE PPM IS REQUIRED FOR DISINFECTION). COMPLETE FILLING OF THE NEW WATER MAIN AND PERFORM BACTERIOLOGICAL TESTING. REMOVE EXISTING BLOW OFF (IF APPLICABLE) AND EXISTING PLUG., CONNECT NEW MAIN TO EXISTING VALVE. CRACK OPEN EXISTING VALVE AFTER INITIAL DISINFECTION AND FLUSH THE NEW WATER MAIN (PBCWUD PRESENCE IS REQUIRED). REMOVE BY-PASS PIPING. CAP CORPORATION STOPS WITH BRASS CAPS. PRESSURE TESTING IS REQUIRED AFTER SUCCESSFUL COMPLETION OF BACTERIOLOGICAL TESTING AND HEALTH DEPARTMENT RELEASE FOR "CONSTRUCTION WATER"(IF APPLICABLE). PRESSURE TEST TO BE PERFORMED AFTER BACKFILL/ ROAD BASE AND ROAD ROCK BASE INSTALLATION/ COMPACTION. AN ALTERNATIVE TIE-IN PROCEDURE (PRESSURE TESTING PRIOR TO BACTERIOLOGICAL TESTING) MAY BE CONSIDERED WITH PRIOR APPROVAL (SEE SEPARATE DETAIL). RECORD DRAWINGS TO SHOW DATA FOR ALL TEST TAPS. ALL BRASS SHALL BE "LEAD FREE".

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2"X 1/2" BUSHING

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1/2"X 1/4" TEE

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1/2" VALVE

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2" CORP. STOP (MIPxMIP)

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MIN.(TYP.)

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36" COVER

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8.

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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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EXISTING WATER MAIN (RESTRAINT)

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NEW WATER MAIN (RESTRAINT)

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EXISTING VALVE W/BOX

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DOUBLE STRAP SADDLE HORIZONTAL TAP (TYP.)

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GRADE

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2' ABOVE GRADE

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PIPE & FITTINGS

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2" SCH.40 P.V.C.

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PRESSURE GAUGE

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1/4" VALVE

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DOUBLE STRAP SADDLE

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2"X 2" TEE

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2" VALVE

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TEMPORARY PLUG

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PERMANENT CONNECTION USING FULL SIZE MJ D.I. SLEEVE W/ RESTRAINT. AFTER HEALTH DEPT. CLEARANCE FOR "CONSTRUCTION WATER ONLY"

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2" CORP. STOP (MIPxMIP)

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9.

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10.

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NEW VALVE W/BOX

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11.

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12.

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MAX.18"

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MIN.15"

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2" USC APP'D AND TESTED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY (TO BE SUPPORTED IF NECESSARY)

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DIRECTION OF FLOW

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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STANDARD POTABLE WATER MAIN TIE-IN

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33W

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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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3

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5

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11

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25

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6"

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2

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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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22.5%%D HORIZ. BEND

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11.25%%D HORIZ. BEND

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29

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41

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53

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64

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74

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95

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115

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134

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214

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246

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276

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304

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UPPER

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BEND

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LOWER

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BEND

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7

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10

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13

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16

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19

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25

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30

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35

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57

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66

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74

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83

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OFFSET

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90%%D VERT.

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34

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126

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4

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19

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BEND

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LOWER

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BEND

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UPPER

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45%%D VERT.

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OFFSET

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3

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12

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12

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48

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7

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6

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24

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29

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10

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8

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34

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39

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23

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15

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56

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89

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31

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27

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102

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114

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60

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BEND

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2

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9

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UPPER

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BEND

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LOWER

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22.5%%D VERT.

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OFFSET

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1

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6

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6

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23

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12

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4

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4

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14

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4

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17

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5

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19

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7

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27

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11

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43

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13

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49

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15

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55

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16

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4

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11.25%%D VERT.

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LOWER

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BEND

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UPPER

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BEND

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OFFSET

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1

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3

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3

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11

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1

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1

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6

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2

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7

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2

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8

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2

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9

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3

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13

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6

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21

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6

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24

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7

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27

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8

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30

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IN-LINE VALVE

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PLUG (DEAD END)

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32

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45

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59

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70

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83

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107

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TEE

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(BRANCH

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RESTRAINT)

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23

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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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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 REPONSIBLE TO PROPERLY SIZE THE RESTRAINT PIPE LENGTHS FOR THE PROJECT

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7.

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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MECHANICAL THRUST RESTRAINT

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MINIMUM PIPE LENGTHS

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34W

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UNDERGROUNDPALM BEACH CO.PIPELINE

WATER UTILITIESDEPARTMENT

(561) 740-4600

1"

1

2

"

1"

1

1

8

"

3

4

"

1

2

"

3

4

"

1

2

"

3

4

"

1

1

8

"

3

4

"

1

3

4

"

1

1

2

"

6"

R1

1

2

"

1"

1"

Ø

3

8

"

Ø

3

8

"

10"

1. 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.


PAGE NO.REVISION/ISSUE DATE

6/2019

UNDERGROUND PIPELINE

SIGN DETAIL

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35W

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(561) 740-4600

1. 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.



6/2019

SINGLE UNDERGROUND PIPELINE

SIGN DETAIL

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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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(1)80 LB. BAG OF CONCRETE MIX (4,000 PSI)

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36W

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(561) 740-4600



(561) 740-4600

1. 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.

2. THE DUAL UNDERGROUND PIPELINE SIGN SHALL BE UTILIZED FOR

TWO UNDERGROUND PIPELINES WITHIN THE L.W.D.D. RIGHT-OF-WAY.



6/2019

DUAL UNDERGROUND PIPELINE

SIGN DETAIL

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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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(1)80 LB. BAG OF CONCRETE MIX (4,000 PSI)

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37W

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TYP. SINGLE PIPELINE INSTALLATION (PARALLEL TO L.W.D.D. CANAL)

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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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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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~

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~

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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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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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L.W.D.D. - SINGLE PIPE PARALLEL INSTALLATION

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UNDERGROUND PIPELINE SIGN INSTALLATION DETAIL

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38W

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L.W.D.D. CANAL

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PROPOSED DUAL SIGN LOCATION FACING TOWARD PIPELINES (SEE DETAIL FOR DUAL SIGN)

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~

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~

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~

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~

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TYP. DUAL PIPELINE INSTALLATION (PARALLEL TO L.W.D.D. CANAL)

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TYP. DUAL PIPELINE INSTALLATION (PARALLEL TO L.W.D.D. CANAL)

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ROADWAY

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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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PROPOSED SINGLE SIGN LOCATION FACING TOWARD PIPELINE (300' SPACING MAX.)

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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L.W.D.D. - DUAL PARALLEL INSTALLATION

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39W

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TYP. SINGLE SUBAQUEOUS CROSSING

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L.W.D.D. CANAL

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PROPOSED SINGLE SIGN LOCATION (FACING TOWARD CANAL)

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ROADWAY

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PROPOSED SINGLE SIGN LOCATION FACING TOWARD PIPELINES (SEE DETAIL FOR SINGLE SIGN)

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TYP. SINGLE PIPELINE INSTALLATION

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~

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~

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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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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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L.W.D.D. - SINGLE PIPE SUBAQUEOUS CROSSING

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40W

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ROADWAY

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TYP. DUAL SUBAQUEOUS CROSSING

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L.W.D.D. CANAL

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PROPOSED DUAL SIGN LOCATION (FACING TOWARD CANAL)

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PROPOSED DUAL SIGN LOCATION FACING TOWARD PIPELINES (SEE DETAIL FOR DOUBLE SIGN)

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~

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TYP. DUAL PIPELINE INSTALLATION

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TYP. DUAL PIPELINE INSTALLATION

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NOTE: 1. UNDERGROUND PIPELINE 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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TYP. DUAL SUBAQUEOUS CROSSING

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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L.W.D.D. - DUAL PIPE SUBAQUEOUS CROSSING

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41W

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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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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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ALTERNATIVE WATER MAIN TIE-IN

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42W

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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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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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AUTOMATIC FLUSHING ASSEMBLY (TYPE A)

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43W

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˃

˂

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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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COMPRESSION FITTING

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3" SLEEVE

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EXPANSION JOINT

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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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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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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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AUTOMATIC FLUSHING ASSEMBLY (TYPE B)

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44W

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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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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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RIP-RAP RUBBLE DETAIL

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45W

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*

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%%UNOTES%%U:

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1.

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7'-0" MIN. W/BARRIER

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TREES SHOWN ON THIS PLAN ARE FOR GRAPHIC REPRESENTATION ONLY. TREE SPACING IS BASED ON DESIGN REQUIREMENTS AND THE TREES SHOWN ON THESE PLANS ATTEMPT TO ACCOMPLISH THAT SPACING WHILE MAINTAINING THE REQUIRED SETBACKS FROM UTILITIES. TREES MAY BE FIELD ADJUSTED TO AVOID CONFLICTS WITH DRIVEWAYS AND UNDERGROUND UTILITIES. IN ANY CASE THE TREES SHALL BE LOCATED IN THE FIELD IN ACCORDANCE WITH THE PLANTING DETAILS SHOWN HEREON.

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2.

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TREES ARE TO BE INSTALLED WITH A TEN FOOT (10') SEPARATION FROM ANY WATER OR SEWER MAIN AND/OR SERVICE, HYDRANTS, AND LIFT STATIONS. IF A TEN FOOT (10') SEPARATION CANNOT BE ACHIEVED, THE TREE CAN BE INSTALLED WITH A ROOT BARRIER SYSTEM. HOWEVER, IN NO CASE SHALL A TREE ENCROACH INTO A PBCUE WITHOUT PRIOR DEPARTMENT APPROVAL.

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3.

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ONLY SOD CAN BE INSTALLED WITHIN 7.5' MINIMUM OF A FIRE HYDRANT UNLESS OTHERWISE APPROVED BY THE FIRE MARSHAL AND THE DEPARTMENT. SOD ONLY SHALL BE INSTALLED WITHIN 5.0' MINIMUM OF ANY DEPARTMENT WATER METER.

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10'-0" MIN. W/O BARRIER

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2' MIN.

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5' MIN.

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PBCWUD WATER AND/OR SEWER FACILITIES (I.E. MAINS, SERVICES,AND/OR LATERALS)

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15'

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7.5'

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7.5'

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PBCWUD WATER AND/OR SEWER FACILITIES (I.E. MAINS, SERVICES, AND/OR LATERALS)

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SECTION

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PLAN

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ROOT BARRIER BY "TYPAR BIOBARRIER" AND/OR "DEEPROOT"

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ROOT BARRIER BY "TYPAR BIOBARRIER" AND/OR "DEEPROOT"

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36" MIN.

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COVER

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39"MIN.

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7'-0" MIN. W/BARRIER

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10'-0" MIN. W/O BARRIER

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4.

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PAGE NO.

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REVISION/ISSUE DATE

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6/2019

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LANDSCAPE AND

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ROOT BARRIER DETAIL

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46W

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*

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1.

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SHOP DRAWING FOR THE METER ASSEMBLY PIPE SUPPORT IS REQUIRED TO BE SUBMITTED FOR APPROVAL BY THE DEPARTMENT PRIOR TO THE PIPE SUPPORT BEING CONSTRUCTED AND/OR INSTALLED. ALL PIPE SUPPORTS FOR EACH METER ASSEMBLY INSTALLATION SHALL BE THE SAME.

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32"

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1" DIA. SUPPORT PIPE

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SUPPORT BASE PLATE (SEE DETAIL)

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3/8"x3" PIPE SUPPORT SADDLE

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LOCK NUT

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THREADED ADJUSTING STUD

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6"

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6"

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6"x6"x1/4" STAINLESS STEEL PLATE

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1" (TYP.)

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%%USUPPORT BASE PLATE DETAIL

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%%UPIPE SUPPORT

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7/16" DIA. HOLE FOR 3/8" WEDGE ANCHOR SEE NOTE 3 (TYP.)

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NOTES:

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2.

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ALL PIPE SUPPORT MATERIALS AND MOUNTING HARDWARE ARE REQUIRED TO BE 304 STAINLESS STEEL.

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3.

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THE REQUIRED WEDGE ANCHORS FOR EACH SUPPORT SHALL BE 3/8" DIAMETER WITH NOMINAL EMBEDMENT OF 2-3/8". EACH ANCHOR SHALL HAVE A WASHER, LOCK WASHER, AND NUT.

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1" (TYP.)

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REVISION/ISSUE DATE

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PAGE NO.

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6/2019

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ABOVE GROUND WATER METER INSTALLATION

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PIPE SUPPORT

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47W

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*

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ഠ - Palm Beach County, Florida