revisions: valve water main pumper nozzle …...special mechanical joint hydrant tee detail plan...
TRANSCRIPT
SPECIAL MECHANICAL JOINT
HYDRANT TEE DETAIL PLAN
BASIC TEE DETAIL PLAN
NOTES
A.
FIRE HYDRANT
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REVISIONS:
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VALVE
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WATER MAIN
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6" MJ ANCHORING COUPLING
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PUMPER NOZZLE
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TO FACE
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PAVEMENT
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HYDRANT
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ANCHORING TEE WITH
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FIRE HYDRANTS SHALL BE MUELLER CENTURION, A-423, MECHANICAL JOINT, WITH (2) 2-1/2" HOSE NOZZLES, (1) 5 1/4" PUMPER NOZZLE, NATIONAL STANDARDS THREADS CONFORMING TO AWWA CCW TO OPEN, BREAK FLANGES 3" ABOVE GRADE. B. GATE VALVES SHALL BE AWWA C-509, RESILIENT WEDGE, NONRISING STEM, MECHANICAL JOINT, 150 PSI GATE VALVES SHALL BE AWWA C-509, RESILIENT WEDGE, NONRISING STEM, MECHANICAL JOINT, 150 PSI WORKING PRESSURE, CCW TO OPEN WITH ARROW INDICATING OPEN DIRECTION, MUELLER OR EQUIVALENT. C. VALVE BOXES SHALL BE 3-PIECE CAST IRON 6" DIAMETER NOMINAL, ADJUSTABLE SCREW TYPE, COVER MARKED VALVE BOXES SHALL BE 3-PIECE CAST IRON 6" DIAMETER NOMINAL, ADJUSTABLE SCREW TYPE, COVER MARKED "WATER", DOMESTIC MADE ONLY. D. ALL FITTINGS TO BE RESTRAINED. ALL FITTINGS TO BE RESTRAINED. E. ALL FITTINGS TO BE AWWA C-153 DUCTILE IRON, COMPACT. ALL FITTINGS TO BE AWWA C-153 DUCTILE IRON, COMPACT. F. ALL VALVES AND HYDRANTS SHALL OPEN LEFT BY TURNING IN A COUNTERCLOCKWISE DIRECTION. ALL VALVES AND HYDRANTS SHALL OPEN LEFT BY TURNING IN A COUNTERCLOCKWISE DIRECTION. G. CONTRACTOR TO FACE HYDRANT AS REQUIRED BY THE VILLAGE. CONTRACTOR TO FACE HYDRANT AS REQUIRED BY THE VILLAGE. H. WATER MAIN SHALL BE AWWA C151 DUCTILE IRON PIPE CLASS 350 OR C909 DR 18 CL 150, WITH SLIP-ON WATER MAIN SHALL BE AWWA C151 DUCTILE IRON PIPE CLASS 350 OR C909 DR 18 CL 150, WITH SLIP-ON JOINTS WITH RUBBER GASKETS AND MEGALUG RESTRAINS OR EQUIVALENT. I. THE LAYING OF PIPE ON EXISTING DIRT WITH THE BELLS CUT OUT, SHALL NOT BE PERMITTED. THE LAYING OF PIPE ON EXISTING DIRT WITH THE BELLS CUT OUT, SHALL NOT BE PERMITTED. J. THE OPEN ENDS OF ALL PIPES AND SPECIAL CASTINGS SHALL BE PLUGGED OR OTHERWISE CLOSED WITH A THE OPEN ENDS OF ALL PIPES AND SPECIAL CASTINGS SHALL BE PLUGGED OR OTHERWISE CLOSED WITH A WATERTIGHT PLUG TO THE APPROVAL OF THE VILLAGE BEFORE LEAVING THE WORK FOR THE NIGHT.
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6" BRANCH
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6" MJ ANCHORING ELBOW
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06-27-08
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K. ALL FIRE HYDRANTS SHALL BE BEDDED IN NATURAL #8, #9 OR #57 GRANULAR BEDDING, NO LIMESTONE IS PERMITTED. ALL FIRE HYDRANTS SHALL BE BEDDED IN NATURAL #8, #9 OR #57 GRANULAR BEDDING, NO LIMESTONE IS PERMITTED. L. FIRE HYDRANT BREAK FLANGE SHALL BE NO LESS THAN 3" AND NO MORE THAN 6" ABOVE THE EXISTING GROUND ELEVATION. FIRE HYDRANT BREAK FLANGE SHALL BE NO LESS THAN 3" AND NO MORE THAN 6" ABOVE THE EXISTING GROUND ELEVATION. CONTRACTOR TO VERIFY THE NECESSARY FIRE HYDRANT BURY DEPTH.
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07-12-17
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BREAK AWAY FLANGE
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ODOT #8, #9 OR # 57 GRANULAR BEDDING
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VALVE BOX (REQUIRED AT ALL VALVES) TO BE LOCATED IN STREET OR BEHIND CURB.
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M.J. FITTINGS WITH RETAINER GLANDS OR EQUIVALENT RESTRAINED JOINT SYSTEM
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36" MIN 6" C-909 PVC
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6" GATE VALVE
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FINISH GRADE
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MUELLER CENTURION 250 FIRE HYDRANT, MODEL A-423
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ANCHORING TEE WITH 6" BRANCH
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6" M.J. x M.J. COUPLING OR ANCHORING PIPE (TYP.)
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CONCRETE BLOCKING. SUPPORT UNDER PIPE WITH LOW STRENGTH MORTAR BACKFILL ODOT ITEM 613, TYPE 1.
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TO EXTEND OUT OF VALVE BOX
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TRACER WIRE SHALL HAVE 16" OF WIRE
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MUELLER CENTURION 250 FIRE HYDRANT, MODEL A-423
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36" MIN. 6" C-909 PVC
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6" GATE VALVE
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ANCHORING TEE WITH 6" BRANCH
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WATER MAIN
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D.I. TEE
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6" M.J. x M.J. COUPLING OR ANCHORING PIPE (TYP.)
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M.J. RESTRAINT
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2'-0"
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MIN.
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CONCRETE BLOCKING. SUPPORT UNDER PIPE WITH LOW STRENGTH MORTAR BACKFILL ODOT ITEM 613, TYPE 1.
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UNDISTURBED EARH
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2'-0"
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MIN.
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MINIMUM OF 12"
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DATE
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APPROVED:
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PAGE No.
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JULY 2017
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800-1
TAPPING SLEEVE AND VALVE DETAIL
REQUIRED LENGTH OF RESTRAINED JOINTS FOR WATER MAINS
DESIGN PARAMETERS
NOTES
A.
RESTRAINING JOINTS AND TAPPING SLEEVE FOR
WATER MAINS
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REVISIONS:
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PROPOSED MECH. JOINT TAPPING VALVE
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PROPOSED DUCTILE IRON ADAPTER FLANGE
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PROPOSED PIPE
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EXISTING PIPE
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EXISTING PIPE
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125
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125
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125
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REQUIRED LENGTH OF RESTRAINED JOINTS
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26
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END
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12
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38
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48
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66
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98
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26
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*
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2
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6"
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8
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26
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D-DIAMETER OF PIPE
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4"
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TEE
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11 1/4%%D
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22 1/2%%D
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45%%d
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90%%D
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A ~ DEGREE OF
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DEFLECTION
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12
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12
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4
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*
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*
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16"
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10"
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8"
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12"
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38
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38
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12
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48
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48
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14
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3
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*
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5
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*
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66
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66
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20
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98
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98
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30
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6
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*
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8
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5
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SEE TABLE FOR L,
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145
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24"
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20"
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145
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45
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145
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36
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6
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12
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10
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5
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L
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D
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L
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D
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L
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L
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A
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PROPOSED STAINLESS STEEL TAPPING SLEEVE ROMAC SST WITH DUCTILE IRON FLANGE, OR EQUIVALENT, AWWA APPROVED
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CONCRETE BLOCKING FOR TEE CONNECTION. PRECAST CONCRETE BLOCKING AGAINST UNDISTRUBED EARTH. SUPPORT UNDER PIPE WITH LOW STRENGTH MORTAR BACKFILL ODOT ITEM 613, TYPE 1.
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LAYING CONDITIONS - TYPE 5 SOIL DESIGNATION - SILT DEPTH OF COVER - 4' DESIGN PRESSURE - 80 PSI SAFETY FACTOR - 1.50 POLYWRAPPED PIPE IF WORST CONDITIONS EXIST, ADDITIONAL RESTRAINTS WILL BE NECESSARY.
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BELL JOINT RESTRAINTS - FOR PVC, USE EBAA IRON SERIES 1500 OR EQUIVALENT. FOR DIP, USE FIELD LOCK BY U.S. PIPE OR APPROVED EQUIVALENT. B. MECHANICAL JOINT RESTRAINTS - EBAA IRON MECHANICAL JOINT RESTRAINTS - EBAA IRON MEGALUG RETAINER GLAND OR EQUIVALENT. C. CONTRACTOR TO USE RESTRAINED JOINTS UNLESS CONTRACTOR TO USE RESTRAINED JOINTS UNLESS THRUST BLOCKING IS PREAPPROVED FOR SPECIAL CONDITIONS BY THE VILLAGE PRIOR TO THE BEGINNING OF CONSTRUCTION.
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*REQUIRED RESTRAINED JOINT AT FITTING AND ONE BELL JOINT FROM FITTING MINIMUM.
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REQUIRED LENGTH OF RESTRAINED JOINTS IN FEET
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DATE
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APPROVED:
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PAGE No.
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JULY 2017
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800-2
BENDS
TEES
DETAIL - END OF WATER LINE
CONCRETE BLOCKING FOR VERTICAL BENDS
CONCRETE BLOCKING FOR HORIZONTAL BENDS
CONCRETE BLOCKING FOR WATER MAINS
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REVISIONS:
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16"
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12"
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8"
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3", 4", 6"
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11 1/4%%D
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DEGREE OF BEND
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OF
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SIZE
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OPENING
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L
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D
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8"
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6"
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9"
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8"
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14"
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12"
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18"
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16"
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8"
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14"
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18"
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24"
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22"
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12"
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6"
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10"
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L
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D
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22 1/2%%D
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45%%D
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L
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D
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20"
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6"
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24"
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9"
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30"
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16"
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33"
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36"
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8"
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50"
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22"
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15"
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70"
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60"
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6"
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36"
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L
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D
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90%%D
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D
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26"
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RUN
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8"
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16"
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12"
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3", 4", 6"
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90%%D
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45%%D
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3",4",6"
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22 1/2%%D
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12"
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16"
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14"
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8"
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18"
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12"
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12"
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9"
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8"
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16"
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18"
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14"
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D
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L
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16"
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6"
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D
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L
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18"
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16"
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24"
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28"
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30"
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D
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L
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L
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BRANCH
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3'-0" WIDE
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3'-0" WIDE
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90%%D BENDS
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L/2
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LESS THAN 90%%D
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L/2
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BENDS
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L
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11 1/4%%D
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9"
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12"
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22 1/2%%D
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9"
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1'-6"
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20' MIN.
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RETAINER
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3'-3" LONG
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GLANDS
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3'-6" LONG
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VALVE
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M.J.
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20' MIN.
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TEES
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L
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MAX.
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D
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4"
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SECTION
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TYPICAL
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1'-6"
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11 1/4%%D & 22 1/2%%D
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3'-0" WIDE
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9"
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5'-3"
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PLUG
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NOTES A. CARE SHALL BE TAKEN TO KEEP CONCRETE AWAY CARE SHALL BE TAKEN TO KEEP CONCRETE AWAY FROM MECHANICAL JOINTS BY PLACING VISQUEEN OR OTHER APPROVED MATERIAL OVER PIPE BEFORE PLACING OF CONCRETE. B. CONCRETE FOR BLOCKING VALVES AND FITTINGS CONCRETE FOR BLOCKING VALVES AND FITTINGS SHALL CONFORM TO SECTION ODOT 499 CLASS C. C. CONTRACTOR SHALL USE THE THRUST BLOCKS AS CONTRACTOR SHALL USE THE THRUST BLOCKS AS SHOWN ONLY IF PREAPPROVED FOR SPECIAL CONDITION BY THE VILLAGE PRIOR TO BEGINNING CONSTRUCTION.
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DATE
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APPROVED:
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PAGE No.
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JULY 2017
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800-3
TRENCH DETAIL
WATER MAIN TRENCH DETAIL
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REVISIONS:
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TRENCH DETAIL NOTES A. STRUCTURAL BEDDING SHALL BE WASHED NATURAL GRAVEL-NO LIMESTONE, ODOT 703.11 TYPE STRUCTURAL BEDDING SHALL BE WASHED NATURAL GRAVEL-NO LIMESTONE, ODOT 703.11 TYPE 3 (#57, #9 OR #8), OR OTHER APPROVED EQUIVALENT. THIS BEDDING SHALL BE USED FOR ALL THIS BEDDING SHALL BE USED FOR ALL THIS BEDDING SHALL BE USED FOR ALL WATER MAIN, SERVICES, FIRE HYDRANTS, AND APPURTENANCES APPLICABLE TO THE WATER SYSTEM. B. ALL TRENCHES WHERE "X" IS GREATER THAN "Z" FROM PROPOSED OR EXISTING PAVEMENT, ALL TRENCHES WHERE "X" IS GREATER THAN "Z" FROM PROPOSED OR EXISTING PAVEMENT, CURB, DRIVEWAYS, ALLEYS, STONE AREA OR WALKS CAN BE COMPACTED EXISTING NATIVE MATERIAL IN 12" MAXIMUM LIFTS OR AS APPROVED BY THE VILLAGE. NO MATERIAL SHALL BE USED FOR BACK FILLING THAT CONTAINS STONE, ROCKS, ETC., GREATER THAN 4" DIAMETER. ALL TRENCHES WHERE "Z" IS GREATER THAN "X" FROM PROPOSED OR EXISTING PAVEMENT, CURB, DRIVEWAYS, ALLEYS, STONE AREA OR WALKS SHALL BE COMPACTED WITH STRUCTURAL BACKFILL MATERIAL ODOT 703.11 TYPE 1 (#304, #411) OR ODOT 703.05 (MANUFACTURED SAND) UNTIL THE TOP OF THE COMPACTED STRUCTURAL BACKFILL, PLACED IN 12" MAXIMUM LIFTS AND VIBRATED OR AS APPROVED BY THE VILLAGE IS HIGH ENOUGH WHERE "X" IS GREATER THAN "Z". C. OFF-PAVEMENT AREAS SHALL BE PROVIDED WITH A MINIMUM OF 6" OF TOPSOIL OVER THE OFF-PAVEMENT AREAS SHALL BE PROVIDED WITH A MINIMUM OF 6" OF TOPSOIL OVER THE COMPACTED MATERIAL AND THEN SEEDED AND MULCHED PER ODOT ITEM 659. IN-PAVEMENT AREAS SHALL FOLLOW TYPICAL PAVEMENT RESTORATION DETAILS SHOWN ON PAGE 300-19. D. THE OPEN ENDS OF ALL PIPES SHALL BE PLUGGED TO THE APPROVAL OF THE VILLAGE BEFORE THE OPEN ENDS OF ALL PIPES SHALL BE PLUGGED TO THE APPROVAL OF THE VILLAGE BEFORE LEAVING THE WORK FOR THE NIGHT. E. TRACER WIRE SHALL BE 12 GA. COPPER CLAD, BLUE IN COLOR. ANY SPLICES IN TRACER WIRE TRACER WIRE SHALL BE 12 GA. COPPER CLAD, BLUE IN COLOR. ANY SPLICES IN TRACER WIRE SHALL BE MADE WITH A 3M DIRECT BURY SPLICE KIT, DBR/Y-6 OR A VILLAGE APPROVED EQUAL. F. 2" BLUE DETECTABLE TRACER TAPE SHALL BE PLACED IN THE TRENCH 24" ABOVE THE TOP OF 2" BLUE DETECTABLE TRACER TAPE SHALL BE PLACED IN THE TRENCH 24" ABOVE THE TOP OF THE PIPE DURING BACKFILL PROCESS.
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06-27-08
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NOT TO SCALE
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BEDDING
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A
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TYP.
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1'-0"
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PROPOSED CONDUIT
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1'-0"
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4" MIN.
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B
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C
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5'-0" MIN. COVER
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2' + I.D. OF PIPE
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TYP. WIDTH
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"X"= DISTANCE FROM EDGE OF TRENCH TO EDGE OF CLOSEST PROPOSED OR EXISTING PAVEMENT, CURB, DRIVEWAYS, ALLEYS, STONE AREA OR WALKS. "Z" = DISTANCE FROM TOP OF BEDDING TO FINISH SURFACE.
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6"
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6"
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07-12-17
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BLUE TRACER WIRE
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DATE
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APPROVED:
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PAGE No.
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JULY 2017
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800-4
ALLOWABLE LEAKAGE PER 1000 FT. (305M) OF PIPELINE (GPH+)
HYDROSTATIC TESTMATERIAL SPECIFICATIONS
A.
D.
WATER MAIN MATERIAL AND TESTING
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NOMINAL PIPE DIAMETER- INCHES
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16
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2.29
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2.16
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2.02
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1.87
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1.79
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1.71
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1.62
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1.53
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1.43
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1.32
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1.21
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WHERE: Q = QUANTITY OF MAKEUP WATER (GAL./HR.)
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275(19)
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0.32
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0.30
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0.29
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0.27
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0.25
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0.23
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150(10)
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175(12)
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200(14)
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225(16)
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250(17)
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125
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0.43
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0.41
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0.38
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0.36
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0.33
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0.30
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0.54
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0.50
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0.45
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0.64
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0.61
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0.57
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0.72
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0.66
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0.60
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0.85
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0.81
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0.76
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0.89
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0.83
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0.76
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1.07
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1.01
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0.96
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1.07
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0.99
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0.91
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1.28
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1.22
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1.15
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1.06
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1.25
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1.16
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1.42
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1.34
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1.50
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0.43
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0.41
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0.38
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0.35
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0.34
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(PSI) BAR
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300(21)
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350(24)
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400(28)
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450(31)
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3
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PRESSURE
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AVG. TEST
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0.57
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0.54
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0.51
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0.47
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0.45
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4
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0.81
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0.76
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0.70
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0.67
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6
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0.86
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1.08
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1.01
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0.94
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0.90
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1.15
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8
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1.35
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1.26
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1.17
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1.12
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1.43
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10
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1.62
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1.52
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1.40
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1.34
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1.72
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12
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1.89
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1.64
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1.57
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1.77
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2.01
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14
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P = TEST PRESSURE (PSI, GAUGE)
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D = PIPE DIAMETER (IN.)
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L = LENGTH OF PIPE SECTION BEING TESTED (FT.)
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Q = %%UL D P
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148,000
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3.21
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3.04
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2.87
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2.68
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2.48
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2.27
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2.14
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2.03
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1.91
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1.79
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1.66
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1.51
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1.92
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1.82
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1.72
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1.61
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1.49
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1.36
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2.56
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2.43
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2.29
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2.15
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1.99
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1.81
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30
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4.30
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4.05
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3.79
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3.51
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3.36
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20
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2.87
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2.70
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2.53
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2.34
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2.24
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18
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2.58
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2.43
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2.28
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2.11
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2.02
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24
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3.44
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3.24
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3.03
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2.81
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2.69
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A. AFTER THE PIPE HAS BEEN LAID AND BACKFILLED, ALL AFTER THE PIPE HAS BEEN LAID AND BACKFILLED, ALL NEWLY LAID PIPE OR VALVED SECTION, SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE AND LEAKAGE TEST. ALL WATER MAINS MUST BE HYDROSTATICALLY TESTED (AWWA C-600). THE TESTS MUST BE PERFORMED IN THE PRESENCE OF A REPRESENTATIVE OF THE VILLAGE OF VERSAILLES. THE LEAKAGE TEST PRESSURE SHALL BE NOT LESS THAN 150 PSI. THE DURATION OF THE LEAKAGE TEST SHALL NOT BE LESS THAN 2 HOURS. HYDROSTATIC PRESSURE SHALL BE APPLIED BY MEANS OF A PUMP TAKING WATER FROM AN AUXILIARY SUPPLY. ALL PIPING MUST BE PROPERLY FILLED AND FLUSHED TO DISPEL ALL AIR BEFORE THE TEST IS MADE USING POTABLE WATER. B. LEAKAGE IS DEFINED AS THE QUANTITY OF WATER TO LEAKAGE IS DEFINED AS THE QUANTITY OF WATER TO BE SUPPLIED INTO THE NEWLY LAID PIPE, OR ANY VALVED SECTION THEREOF, NECESSARY TO MAINTAIN THE SPECIFIED LEAKAGE TEST PRESSURE AFTER THE PIPE HAS BEEN FILLED WITH WATER AND THE AIR EXPELLED. C. NO PIPE INSTALLATION WILL BE ACCEPTED IF THE NO PIPE INSTALLATION WILL BE ACCEPTED IF THE LEAKAGE EXCEEDS THE LEAKAGE DETERMINED BY THE FOLLOWING FORMULA:
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WATER MAIN SHALL BE C-909 DR 18 CL 150 SLIP-ON JOINTS WITH RUBBER GASKETS. TRACER WIRE SHALL BE INSTALLED ON ALL PIPE REGARDLESS OF MATERIAL. B. BELL JOINT RESTRAINTS - FOR PVC, USE EBAA IRON BELL JOINT RESTRAINTS - FOR PVC, USE EBAA IRON SERIES 1500 OR EQUIVALENT. FOR DIP, USE FIELD LOCK BY US PIPE OR APPROVED EQUIVALENT. C. MECHANICAL JOINT RESTRAINTS - EBAA IRON MECHANICAL JOINT RESTRAINTS - EBAA IRON MEGALUG RETAINER GLAND OR EQUIVALENT. D. FIRE HYDRANTS - MUELLER CENTURION, A-423, FIRE HYDRANTS - MUELLER CENTURION, A-423, MECHANICAL JOINT, WITH (2) 2 1/2" HOSE NOZZLES, (1) 5 1/4" PUMPER NOZZLE NATIONAL STANDARDS THREADS CONFORMING TO AWWA, CCW TO OPEN, BREAK FLANGES 3" ABOVE GRADE. E. GATE VALVES - AWWA C-509, RESILIENT WEDGE, GATE VALVES - AWWA C-509, RESILIENT WEDGE, NON-RISING STEM, MECHANICAL JOINT, 150 PSI WORKING PRESSURE, CCW TO OPEN, WITH ARROW INDICATING OPEN DIRECTION. F. VALVE BOXES - 3-PIECE CAST IRON 6" DIAMETER VALVE BOXES - 3-PIECE CAST IRON 6" DIAMETER NOMINAL, ADJUSTABLE SCREW TYPE, COVER MARKED "WATER", DOMESTIC MADE ONLY. G. SERVICE LINE - MINIMUM 1" WATER SERVICE SHALL SERVICE LINE - MINIMUM 1" WATER SERVICE SHALL BE SDR-9 HDPE CTS(200 PSI), BLUE IN COLOR. STAINLESS STEEL INSERTS ARE REQUIRED FOR ALL COMPRESSION FITTINGS. H. CURB STOP - BRASS CONFORMING TO AWWA C-800. CURB STOP - BRASS CONFORMING TO AWWA C-800. I. CURB BOXES - 2 1/2" SCREW TYPE, BUFFALO STYLE CURB BOXES - 2 1/2" SCREW TYPE, BUFFALO STYLE CAST IRON LID WITH PENTAGON HEAD PLUG EM2-45-67. J. SERVICE CONNECTIONS WILL NOT BE MADE WITHOUT SERVICE CONNECTIONS WILL NOT BE MADE WITHOUT THE INSTALLATION OF A METER. K. TRACER WIRE - TRACER WIRE SHALL BE LAID WITH TRACER WIRE - TRACER WIRE SHALL BE LAID WITH ALL WATER MAIN, FIRE HYDRANT BRANCHES AND WATER SERVICES DIRECTLY WITH THE PIPE. TRACER WIRE SHALL BE EXTENDED TO THE SURFACE AT EACH VALVE BOX WITH MINIMUM OF 16" OF ADDITIONAL WIRE EXTENDING BEYOND THE TOP OF THE VALVE BOX. L. DETECTABLE TRACER TAPE - 2" WIDE DETECTABLE DETECTABLE TRACER TAPE - 2" WIDE DETECTABLE TRACER TAPE SHALL BE LAID APPROXIMATELY 24" ABOVE WATER MAINS AND FIRE HYDRANT BRANCHES DURING THE BACKFILL PROCESS. THE DETECTABLE TRACER TAPE SHALL BLUE IN COLOR.
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THE FOLLOWING TABLE REPRESENTS THE ALLOWABLE LEAKAGE IN GALLONS PER HOUR. DURING THE HYDROSTATIC TEST, A THOROUGH EXAMINATION OF ALL PIPING, FITTINGS, VALVES, HYDRANTS, ETC. SHALL BE PERFORMED. LEAKING JOINTS SHALL BE TIGHTENED AND CRACKED OR OTHERWISE DEFECTIVE MATERIAL SHALL BE REMOVED AND REPLACED AND THE TEST SHALL BE REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED.
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DISINFECTION A. AFTER SATISFACTORY HYDROSTATIC TESTING, THE AFTER SATISFACTORY HYDROSTATIC TESTING, THE COMPLETED WATER WORK SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C-651. B. MAINTAIN PIPES FREE OF DIRT AND FOREIGN MATTER MAINTAIN PIPES FREE OF DIRT AND FOREIGN MATTER DURING CONSTRUCTION BY DEWATERING TRENCH AND SEALING OPEN PIPE BARRELS. SWAB EACH LENGTH OF PIPE AS IT IS INSTALLED. UPON COMPLETION OF MAIN, ISOLATE MAIN SEGMENTS AND FLUSH PIPE AT 2 FPS VELOCITY. C. STERILIZE MAIN IN ACCORDANCE WITH AWWA C-651. STERILIZE MAIN IN ACCORDANCE WITH AWWA C-651. INJECT 3% TO 5% HYPOCHLORITE SOLUTION TO PROVIDE 50 TO 60 MG PER LITER CONCENTRATION IN MAIN. CHLORINE MAY BE PLACED IN EACH SECTION OF PIPE AT THE TIME OF INSTALLATION. SAMPLE WATER AT EACH HYDRANT OR IF NO HYDRANT IS AVAILABLE, AT A TAP IN THE PROPOSED LINE. ANALYZE SAMPLE USING D.P.D. REAGENT TO VERIFY FREE CHLORINE CONCENTRATION. MAINTAIN CONCENTRATION IN MAIN FOR 24 HOURS. SAMPLE HYDRANTS AT COMPLETION OF STERILIZATION VERIFYING MINIMUM CHLORINE RESIDUAL OF 20 MG PER LITER. D. FLUSH CHLORINE SOLUTION TO WASTE INTO SANITARY FLUSH CHLORINE SOLUTION TO WASTE INTO SANITARY SEWER AT A CONTROLLED RATE, NOT TO EXCEED 25 GPM. IF CHLORINE RESIDUAL DROPS IN 10 MG PER LITER, FLUSH MAIN AT 2 FPS AND REPEAT STERILIZATION PROCEDURE. E. WATER SAMPLES - PERFORM BACTERIOLOGICAL TEST WATER SAMPLES - PERFORM BACTERIOLOGICAL TEST PER AWWA C-651. SAMPLE MAIN AT A TAP IN THE PROPOSED LINE. DELIVER SAMPLE TO STATE CERTIFIED LABORATORY. DELIVER COPIES OF LABORATORY REPORT TO THE VILLAGE IN THE EVENT OF DETECTION OF COLIFORM ORGANISM, REPEAT FLUSHINGS, STERILIZATION, AND SAMPLING OF MAINS UNTIL 2 CONSECUTIVE ACCEPTABLE TEST RESULTS ARE ACHIEVED. THIS IS TO BE PERFORMED PRIOR TO TRANSFER OF SERVICE.
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01-21-08
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06-27-08
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1.08
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0.20
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100
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0.27
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0.41
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0.54
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0.68
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0.81
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0.95
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2.03
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1.35
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1.22
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1.62
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3.85
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3.65
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3.44
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3.22
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2.98
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2.72
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36
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5.16
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4.86
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4.55
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4.21
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4.03
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2.43
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4.49
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4.26
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4.01
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3.75
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3.48
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3.17
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42
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6.02
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5.68
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5.31
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4.92
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4.71
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2.84
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5.13
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4.86
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4.59
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4.29
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3.97
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3.63
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48
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6.88
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6.49
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6.07
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5.62
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5.38
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3.24
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5.77
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5.47
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5.16
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4.83
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4.47
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4.08
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54
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7.74
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7.30
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6.83
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6.32
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6.05
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3.65
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6.41
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6.08
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5.73
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5.36
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4.97
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4.53
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60
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8.60
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8.11
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7.58
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7.02
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6.72
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4.05
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6.84
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6.49
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6.12
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5.72
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5.30
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4.83
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64
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9.17
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8.65
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8.09
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7.49
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7.17
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4.32
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07-12-17
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DATE
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APPROVED:
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PAGE No.
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JULY 2017
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800-5
B.
B.
NOTES
A.
C.
EXCAVATION AND PIPE LAYING
A.
C.
UTILITY STAKING
A.
MISCELLANEOUS WATER NOTES
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REVISIONS:
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WATER MAIN MINIMUM SIZE
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UNLESS OTHERWISE APPROVED
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SINGLE AND TWO FAMILY
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MULTI-FAMILY
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COMMERCIAL
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INDUSTRIAL
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IF THE WATER MAIN IS NOT LOOPED OR THE WATER MAIN
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LENGTH IN THE TOTAL DEVELOPMENT IS GREATER THAN
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600', THE MINIMUM WATER MAIN SIZE SHALL BE 8".
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MAXIMUM SPACING
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UNLESS OTHERWISE APPROVED
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HYDRANTS VALVES
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SINGLE & TWO FAMILY RESIDENTIAL
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INDUSTRIAL, COMMERCIAL & MULTI-FAMILY
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500'
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300'
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500'
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800'
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8"
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10"
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12"
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NO WORK SHALL BE APPROVED OR ACCEPTED BY THE VILLAGE UNLESS 2 WORKING DAYS NOTICE OF COMMENCING WORK IS GIVEN TO THE VILLAGE. B. ALL TEMPORARY PAVEMENT AND SIDEWALK SHALL BE MAINTAINED ALL TEMPORARY PAVEMENT AND SIDEWALK SHALL BE MAINTAINED BY THE CONTRACTOR OR THE DEVELOPER AT HIS OWN EXPENSE IN A SUITABLE AND SAFE CONDITION FOR TRAFFIC UNTIL PERMANENT REPLACEMENT IS MADE OR THE PROJECT IS FINALLY ACCEPTED BY THE VILLAGE. C. THE MINIMUM LENGTH OF PIPE NIPPLES SHALL BE 18". THE MINIMUM LENGTH OF PIPE NIPPLES SHALL BE 18". D. ALL CUSTOMERS SHALL MEET BACKFLOW PREVENTION ALL CUSTOMERS SHALL MEET BACKFLOW PREVENTION REQUIREMENTS AS PER STATE OF OHIO AND EPA REGULATIONS. E. ALL WATERLINE CONSTRUCTION SHALL FOLLOW THE VILLAGE ALL WATERLINE CONSTRUCTION SHALL FOLLOW THE VILLAGE STANDARDS, OHIO DEPARTMENT OF TRANSPORTATION ITEM 638, AND AWWA STANDARDS WHICHEVER IS MORE RESTRICTIVE AS DETERMINE BY THE VILLAGE. F. ALL SERVICE BRASS SHALL BE LOW LEAD BRASS AND COMPLY WITH ALL SERVICE BRASS SHALL BE LOW LEAD BRASS AND COMPLY WITH AWWA C-800. COMPONENTS IN CONTACT WITH POTABLE WATER WILL ALSO COMPLY WITH LATEST REQUIREMENTS OF THE FEDERAL SAFE DRINKING WATER ACT. PIPE A. ALL PIPE FITTINGS SHALL BE DUCTILE IRON AND COMPLY WITH ALL PIPE FITTINGS SHALL BE DUCTILE IRON AND COMPLY WITH AWWA C-153.
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DEADENDS NOT PERMITTED IF AT ALL POSSIBLE.
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THE OPEN ENDS OF ALL PIPES SHALL BE PLUGGED OR OTHERWISE CLOSED WITH A WATERTIGHT PLUG TO THE APPROVAL OF THE VILLAGE BEFORE LEAVING THE WORK FOR THE NIGHT AND AT OTHER TIMES OF INTERRUPTION OF THE WORK. FITTINGS, VALVES AND HYDRANTS A. FITTINGS OR SPECIALS IN SIZES 2" THROUGH 48" SHALL CONFORM FITTINGS OR SPECIALS IN SIZES 2" THROUGH 48" SHALL CONFORM TO ALL REQUIREMENTS OF ANSI A-21.10 (AWWA C-153). FITTINGS AND SPECIALS 12" AND SMALLER SHALL BE CLASS 250. LARGER FITTINGS AND SPECIALS SHALL BE CLASS 150. FITTINGS AND SPECIALS SHALL HAVE MECHANICAL JOINTS AND SHALL BE DUCTILE IRON.
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ALL TEE'S AND CROSSES SHALL BE VALVED IN EACH DIRECTION UNLESS OTHERWISE APPROVED. OFFSETS EVERY 25' ON CURVES. OFFSETS EVERY 100' ON STRAIGHT SECTIONS. FLOW LINE OF WATER MAIN (CUT) MARKED EVERY 100' AND OFFSETS SHALL BE CLEARLY MARKED.
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07-12-17
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DATE
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APPROVED:
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PAGE No.
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JULY 2017
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800-6
WATER MAIN SERVICE CONNECTION
INSIDE WATER METER
WATER MAIN SERVICE CONNECTION
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REVISIONS:
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EXISTING GROUND
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3'-6" TO 5'-0"
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SIDEWALK
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PROPOSED CURB AND GUTTER
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PROPOSED PAVEMENT
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WATER MAIN
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GOOSENECK
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4'-0" MIN.
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SDR-9 200 PSI CTS, 1" MINIMUM
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A. SERVICE LINE - MINIMUM 1" WATER SERVICE SHALL BE SDR-9 HDPE CTS(200 SERVICE LINE - MINIMUM 1" WATER SERVICE SHALL BE SDR-9 HDPE CTS(200 1" WATER SERVICE SHALL BE SDR-9 HDPE CTS(200 1" WATER SERVICE SHALL BE SDR-9 HDPE CTS(200 PSI), BLUE IN COLOR. STAINLESS STEEL INSERTS ARE REQUIRED FOR ALL COMPRESSION FITTINGS. B. WATER SERVICE SHALL BE A MINIMUM OF 10' MEASURED HORIZONTALLY FROM THE WATER SERVICE SHALL BE A MINIMUM OF 10' MEASURED HORIZONTALLY FROM THE SEWER SERVICE AND SHALL BE A MINIMUM OF 18" ABOVE THE CROWN OF THE SANITARY SEWER MAIN WHERE THE WATER SERVICE CROSSES THE SEWER MAIN. WATER SERVICE MAY BE LAID ON BENCH IN THE SEWER LATERAL TRENCH IF CROWN IS A LEAST 18" BELOW INVERT OF WATER SERVICE, AND THE MINIMUM DISTANCE BETWEEN THE WATER SERVICE AND THE SEWER LATERAL IS 5'-0". C. INSIDE METER SETTER PROVIDED WITH TAP FEE OR METER PIT PROVIDED WITH INSIDE METER SETTER PROVIDED WITH TAP FEE OR METER PIT PROVIDED WITH HIGHER TAP FEE. INSIDE SETTER CUSTOMER IS RESPONSIBLE FOR METER FREEZE UP. CUSTOMER INSTALLS METER AND REMOTE WIRE TO OUTSIDE. D. THE CURB BOX TO BE PLACED BETWEEN THE CURB AND PROPERTY LINE. METER . THE CURB BOX TO BE PLACED BETWEEN THE CURB AND PROPERTY LINE. METER PIT SHALL BE PLACED BEHIND PROPERTY LINE. E. CURB BOX MAY BE PLACED BETWEEN SIDEWALK AND PROPERTY LINE. . CURB BOX MAY BE PLACED BETWEEN SIDEWALK AND PROPERTY LINE. F. TRACER WIRE MUST BE INSTALLED ON ALL WATER SERVICES, REGARDLESS OF . TRACER WIRE MUST BE INSTALLED ON ALL WATER SERVICES, REGARDLESS OF SERVICE LINE MATERIAL G. STAINLESS STEEL INSERTS MUST BE USED WITH COMPRESSION FITTINGS ON SDR 9 STAINLESS STEEL INSERTS MUST BE USED WITH COMPRESSION FITTINGS ON SDR 9 PIPE. H. ALL SERVICE BRASS SHALL BE LOW LEAD BRASS AND COMPLY WITH AWWA C-800. ALL SERVICE BRASS SHALL BE LOW LEAD BRASS AND COMPLY WITH AWWA C-800. ALL SERVICE BRASS SHALL BE LOW LEAD BRASS AND COMPLY WITH AWWA C-800. COMPONENTS IN CONTACT WITH POTABLE WATER WILL ALSO COMPLY WITH LATEST REQUIREMENTS OF THE FEDERAL SAFE DRINKING WATER ACT.
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CURB BOX SHALL BE PLUMBED TO CURB STOP
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AND ADJUSTED TO PROPER HEIGHT, BY OWNER
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OR CONTRACTOR, 2 1/2" SCREW TYPE
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CUSTOMER
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RESPONSIBLE
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SDR-9 200 PSI CTS 1" MINIMUM
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PROPERTY LINE
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CONCRETE BLOCK
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SUPPORTED BY
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CURB BOX
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BUFFALO STYLE
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SERVICE TO PROPERTY LINE
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DEVELOPER TO BRING
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COUPLINGS
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METER AND
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SUPPLIED BY VILLAGE
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*
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BALL VALVE
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LINE
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HOUSE SERVICE
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BALL VALVE
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SEAL WIRE
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*
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*
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CABLE
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A.R.B.
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HOUSE
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GROUND
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RIGHT OF
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WAY LINE
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LINE
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SERVICE
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WATER
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REMOTE READER
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**
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**
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**
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GROUND JUMPER WIRE #2 STRANDED COPPER W/BRASS GROUNDING CLAMP. REQUIRED FOR ALL WATER SERVICES EXCEPT PLASTIC UNLESS GROUND IS ON VILLAGE SIDE OF METER.
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A GATE VALVE IS REQUIRED ON EACH SIDE OF 3" AND LARGER SERVICE LINES
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CORPORATION STOP SHALL BE MUELLER B25008, OR EQUIVALENT. CORPORATION STOP SHALL BE TAPPED INTO MAIN AT 45°. TAP TO BE MADE UNDER PRESSURE WITH ACCEPTABLE TAPPING MACHINE. IF PVC WATER MAIN, STAINLESS STEEL SADDLE SHALL BE ROMAC 101N, OR EQUIVALENT, FOR 1 1/2" TAPS, AND ROMAC 202N, OR EQUIVALENT, FOR 2" AND LARGER TAPS
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MUELLER B-25155 WITH TURN CHECK 14 TURN CHECK OR EQUIVALENT
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2'-0"
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NOTES
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08-27-10
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12 GA. COPPER CLAD, BLUE TRACER WIRE
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07-12-17
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REFER TO SPEC. 800-25 FOR TRACER WIRE CONNECTION
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DATE
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APPROVED:
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PAGE No.
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JULY 2017
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800-7
METER PIT DETAIL
NOTES
.A
B
G.
METER PIT INSTALLATION
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REVISIONS:
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GROUND KEY STOP
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WATER MAIN
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36" - 48"
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FINISHED GRADE
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CONCRETE BLOCKS
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7-3/4"X15-1/2"X3-1/2"H
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OUTSIDE METER PITS ARE DISCOURAGED, METER PIT INSTALLATION SHALL OCCUR ONLY WITH THE VILLAGE'S PERMISSION. THIS INSTALLATION SHALL NOT BE ALLOWED UNLESS IN THE JUDGMENT OF THE VILLAGE, THIS IS THE ONLY PRACTICAL METHOD TO SERVICE THE ACCOUNT. . CONCRETE METER PIT, OTHERS MUST BE APPROVED PRIOR TO CONCRETE METER PIT, OTHERS MUST BE APPROVED PRIOR TO INSTALLATION. C. METER PIT AND CURB STOP TO BE LOCATED AS DIRECTED BY METER PIT AND CURB STOP TO BE LOCATED AS DIRECTED BY THE VILLAGE. D. METER PIT AND METER PROVIDED BY VILLAGE AND PAID FOR METER PIT AND METER PROVIDED BY VILLAGE AND PAID FOR THROUGH TAPPING FEE. E. UNSATISFACTORY INSTALLATION WILL RESULT IN WATER NOT UNSATISFACTORY INSTALLATION WILL RESULT IN WATER NOT BEING TURNED ON. F. METER PIT LID MUST BE FLUSH OR 1" BELOW FINISHED GRADE. METER PIT LID MUST BE FLUSH OR 1" BELOW FINISHED GRADE. IF FRAME OF METER LID IS SHOWING, POSSIBILITY OF FREEZING OF METERS AND SERVICE LINES IS INCREASED. VILLAGE'S RESPONSIBILITY STOPS AT THE FIRST SHUT-OFF VALVE.
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40" - 52"
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METER LID
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HOUSE
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SIDEWALKS
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STREET
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CURB BOX AND
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VALVE (SEE 800-7)
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CORPORATION STOP SHALL BE MUELLER B25008, OR EQUIVALENT. CORPORATION STOP SHALL BE TAPPED INTO MAIN AT 45°. TAP TO BE MADE UNDER PRESSURE WITH ACCEPTABLE TAPPING MACHINE. IF PVC WATER MAIN, STAINLESS STEEL SADDLE SHALL BE ROMAC 101N, OR EQUIVALENT, FOR 1 1/2" TAPS, AND ROMAC 202N, OR EQUIVALENT, FOR 2" AND LARGER TAPS
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CURB STOP
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1" MIN. COPPER TYPE K OR SDR 9 200 psi CTS
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STAINLESS STEEL INSERTS MUST BE USED WITH COMPRESSION FITTINGS ON SDR 9 PIPE. H. TRACER WIRE MUST BE INSTALLED . TRACER WIRE MUST BE INSTALLED ON ALL PIPE EXCEPT FOR COPPER. I. SERVICE LINE - MINIMUM 1" WATER SERVICE LINE - MINIMUM 1" WATER SERVICE LINE - MINIMUM 1" WATER SERVICE SHALL BE SDR-9 HDPE CTS(200 PSI), BLUE IN COLOR. STAINLESS STEEL INSERTS ARE REQUIRED FOR ALL COMPRESSION FITTINGS. J. ALL SERVICE BRASS SHALL BE LOW ALL SERVICE BRASS SHALL BE LOW LEAD BRASS AND COMPLY WITH AWWA C-800. COMPONENTS IN CONTACT WITH POTABLE WATER WILL ALSO COMPLY WITH LATEST REQUIREMENTS OF THE FEDERAL SAFE DRINKING WATER ACT.
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12 GA. COPPER CLAD, BLUE TRACER WIRE
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07-12-17
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REFER TO SPEC. 800-25 FOR TRACER WIRE CONNECTION
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MUELLER B-25155 WITH TURN CHECK 14 TURN CHECK OR EQUIVALENT
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SDR-9 200 PSI CTS 1" MINIMUM
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DATE
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APPROVED:
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PAGE No.
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JULY 2017
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800-8
WATER MAIN SERVICE CONNECTION
1" - 1 1/2" WATER MAIN SERVICE CONNECTIONS FOR
METERS UP TO 1"
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REVISIONS:
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EXISTING GROUND
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3'-6" TO 5'-0"
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SIDEWALK
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PROPOSED CURB AND GUTTER
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PROPOSED PAVEMENT
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WATER MAIN
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GOOSENECK
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4'-6" MIN.
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NOTES A. SERVICE LINE - MINIMUM 1" WATER SERVICE SHALL BE SDR-9 HDPE CTS(200 PSI), BLUE IN SERVICE LINE - MINIMUM 1" WATER SERVICE SHALL BE SDR-9 HDPE CTS(200 PSI), BLUE IN COLOR. STAINLESS STEEL INSERTS ARE REQUIRED FOR ALL COMPRESSION FITTINGS. . STAINLESS STEEL INSERTS ARE REQUIRED FOR ALL COMPRESSION FITTINGS. B. WATER SERVICE SHALL BE A MINIMUM OF 10' MEASURED HORIZONTALLY FROM THE SEWER WATER SERVICE SHALL BE A MINIMUM OF 10' MEASURED HORIZONTALLY FROM THE SEWER SERVICE AND SHALL BE A MINIMUM OF 18" ABOVE THE CROWN OF THE SANITARY SEWER MAIN WHERE THE WATER SERVICE CROSSES THE SEWER MAIN. WATER SERVICE MAY BE LAID ON BENCH IN THE SEWER LATERAL TRENCH IF CROWN IS A LEAST 18" BELOW INVERT OF WATER SERVICE, AND THE MINIMUM DISTANCE BETWEEN THE WATER SERVICE AND THE SEWER LATERAL IS 5'-0". C. METER FURNISHED BY VILLAGE UNDER TAP FEE, METER PIT IS TO BE CUSTOMER RESPONSIBILITY.. METER FURNISHED BY VILLAGE UNDER TAP FEE, METER PIT IS TO BE CUSTOMER RESPONSIBILITY.. D. CORPORATION STOP AND CURB STOP ARE TO BE MUELLER OR EQUIVALENT. CORPORATION STOP AND CURB STOP ARE TO BE MUELLER OR EQUIVALENT. E. FLARED FITTINGS ARE NOT ACCEPTABLE, ALL FITTINGS SHALL BE COMPRESSION. FLARED FITTINGS ARE NOT ACCEPTABLE, ALL FITTINGS SHALL BE COMPRESSION. G. STOP VALVE REQUIRED IMMEDIATELY AFTER SERVICE ENTERS BUILDING STOP VALVE REQUIRED IMMEDIATELY AFTER SERVICE ENTERS BUILDING H. PICKUP OF 3/4" SERVICE IS PERMITTED ONLY IF K-COPPER AND EXISTING STUB-IN WERE PICKUP OF 3/4" SERVICE IS PERMITTED ONLY IF K-COPPER AND EXISTING STUB-IN WERE INSTALLED AS PART OF A MAIN EXTENSION I. METER PIT TYPICALLY 3' FROM CURB STOP. MAY BE MOVED TO MEET FIELD CONDITIONS SUBJECT METER PIT TYPICALLY 3' FROM CURB STOP. MAY BE MOVED TO MEET FIELD CONDITIONS SUBJECT TO APPROVAL. J. ALL SERVICE BRASS SHALL BE LOW LEAD BRASS AND COMPLY WITH AWWA C-800. COMPONENTS IN ALL SERVICE BRASS SHALL BE LOW LEAD BRASS AND COMPLY WITH AWWA C-800. COMPONENTS IN CONTACT WITH POTABLE WATER WILL ALSO COMPLY WITH LATEST REQUIREMENTS OF THE FEDERAL SAFE DRINKING WATER ACT.
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SDR-9 200 PSI CTS, 1" MINIMUM, TO METER NO COUPLING IN STREET
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PROPERTY LINE
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MAINTAINED BY MUNICIPALITY
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CONNECTION ON CUSTOMERS SIDE OF CURB STOP TO BE MAINTAINED BY CUSTOMER
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CURB STOP TO BE MUELLER ORISEAL OR BALL VALVE TYPE (TEFLON COATED) ROUNDWAY (NO CHECK) OR EQUIVALENT
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CURB BOX SHALL BE PLUMBED AND CENTERED TO CURB STOP AND ADJUSTED TO PROPER HEIGHT, BY OWNER OR CONTRACTOR, CAST IRON, MUELLER BUFFALO TYPE 95E OR EQUIVALENT
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CORPORATION STOP TAPPED INTO MAIN AT 45° MUELLER CORPORATION STOP, 1"- H1500 OR EQUIVALENT 1 1/2"-MUELLER OR EQUIVALENT CORPORATION STOP WITH SADDLE TAP TO BE MADE UNDER PRESSURE WITH ACCEPTABLE TAPPING MACHINE.
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RECOMMENDED
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METER PIT LOCATED AS CLOSE AS PRACTICAL TO CURB STOP. METER MAY BE LOCATED IN BUILDING IF APPROVED BY WATER ENGINEERING AND/OR WATER DISTRIBUTION.
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SDR-9 200 PSI CTS, 1" MINIMUM
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12 GA. COPPER CLAD, BLUE TRACER WIRE
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07-12-17
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REFER TO SPEC. 800-25 FOR TRACER WIRE CONNECTION
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DATE
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APPROVED:
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PAGE No.
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800-9
WATER MAIN SERVICE CONNECTION
1 1/2" - 2" WATER MAIN SERVICE CONNECTIONS
FOR 1 1/2" OR 2" METERS
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REVISIONS:
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EXISTING GROUND
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SIDEWALK
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PROPOSED CURB AND GUTTER
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PROPOSED PAVEMENT
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WATER MAIN
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GOOSENECK
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4'-6" MIN.
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NOTES A. SERVICE LINE - MINIMUM 1" WATER SERVICE SHALL BE SDR-9 HDPE CTS(200 PSI), BLUE IN COLOR. SERVICE LINE - MINIMUM 1" WATER SERVICE SHALL BE SDR-9 HDPE CTS(200 PSI), BLUE IN COLOR. SERVICE LINE - MINIMUM 1" WATER SERVICE SHALL BE SDR-9 HDPE CTS(200 PSI), BLUE IN COLOR. . STAINLESS STEEL INSERTS ARE REQUIRED FOR ALL COMPRESSION FITTINGS. B. WATER SERVICE SHALL BE A MINIMUM OF 10' MEASURED HORIZONTALLY FROM THE SEWER SERVICE AND WATER SERVICE SHALL BE A MINIMUM OF 10' MEASURED HORIZONTALLY FROM THE SEWER SERVICE AND SHALL BE A MINIMUM OF 18" ABOVE THE CROWN OF THE SANITARY SEWER MAIN WHERE THE WATER SERVICE CROSSES THE SEWER MAIN. WATER SERVICE MAY BE LAID ON BENCH IN THE SEWER LATERAL TRENCH IF CROWN IS A LEAST 18" BELOW INVERT OF WATER SERVICE, AND THE MINIMUM DISTANCE BETWEEN THE WATER SERVICE AND THE SEWER LATERAL IS 5'-0". C. METER PIT AND METER FURNISHED BY MUNICIPALITY UNDER METER SET FEE. METER PIT AND METER FURNISHED BY MUNICIPALITY UNDER METER SET FEE. D. CORPORATION STOP AND CURB STOP ARE TO BE MUELLER OR EQUIVALENT. CORPORATION STOP AND CURB STOP ARE TO BE MUELLER OR EQUIVALENT. E. FLARED FITTINGS ARE NOT ACCEPTABLE, ALL FITTINGS SHALL BE COMPRESSION. FLARED FITTINGS ARE NOT ACCEPTABLE, ALL FITTINGS SHALL BE COMPRESSION. FLARED FITTINGS ARE NOT ACCEPTABLE, ALL FITTINGS SHALL BE COMPRESSION. G. STOP VALVE REQUIRED IMMEDIATELY AFTER SERVICE ENTERS BUILDING STOP VALVE REQUIRED IMMEDIATELY AFTER SERVICE ENTERS BUILDING H. 1" SERVICE SHALL BE INSTALLED WHERE BUILDINGS ARE MORE THAN 120' FROM WATERMAIN OR WHERE . 1" SERVICE SHALL BE INSTALLED WHERE BUILDINGS ARE MORE THAN 120' FROM WATERMAIN OR WHERE REQUIRED BY PLANS. I. ALL SERVICE BRASS SHALL BE LOW LEAD BRASS AND COMPLY WITH AWWA C-800. COMPONENTS IN ALL SERVICE BRASS SHALL BE LOW LEAD BRASS AND COMPLY WITH AWWA C-800. COMPONENTS IN CONTACT WITH POTABLE WATER WILL ALSO COMPLY WITH LATEST REQUIREMENTS OF THE FEDERAL SAFE DRINKING WATER ACT.
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SDR-9 200 PSI CTS, 1" MINIMUM, TO METER NO COUPLING IN STREET
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PROPERTY LINE
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MAINTAINED BY MUNICIPALITY
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CONNECTION ON CUSTOMERS SIDE OF CURB STOP TO BE MAINTAINED BY CUSTOMER
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CURB STOP TO BE MUELLER ORISEAL OR BALL VALVE TYPE (TEFLON COATED) ROUNDWAY (NO CHECK) OR EQUIVALENT
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CURB BOX SHALL BE PLUMBED AND CENTERED TO CURB STOP AND ADJUSTED TO PROPER HEIGHT, BY OWNER OR CONTRACTOR, CAST IRON, MUELLER BUFFALO TYPE 95E OR EQUIVALENT
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CORPORATION STOP TAPPED INTO MAIN AT 45° MUELLER CORPORATION STOP WITH SADDLE, OR EQUIVALENT, TAP TO BE MADE UNDER PRESSURE WITH ACCEPTABLE TAPPING MACHINE.
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RECOMMENDED
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METER PIT LOCATED AS CLOSE AS PRACTICAL TO CURB STOP. METER MAY BE LOCATED IN BUILDING IF APPROVED BY VILLAGE.
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CURB STOP IN 5 1/4" VALVE BOX LOCATED 3' FROM MAIN. (FOR 2" SERVICE ONLY)
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SDR-9 200 PSI CTS, 1" MINIMUM
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12 GA. COPPER CLAD, BLUE TRACER WIRE
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07-12-17
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REFER TO SPEC. 800-25 FOR TRACER WIRE CONNECTION
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DATE
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APPROVED:
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REVISIONS:
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PAGE No.
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JULY 2017
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800-10
SECTION A-A
A A
1 1/2" AND 2" WATER METER PIT
(FOR OFF ROAD USE ONLY)
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REVISIONS:
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FEMALE IRON PIPE THREADS
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GATE VALVE OR FULL PORT BALL VALVE
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POLYPROPYLENE OR ALUMINUM BAR STEPS 12" O.C.
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5" DIAMETER HOLE
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4'-0" COVER AT PROPERTY LINE
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MORTAR JOINT
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4'-0"
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MINIMUM COVER BUILDING SIDE
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STEPS-PARALLEL TO LID
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3/4" WASHED GRAVEL (12" MIN.)
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NEENAH (CAT. NO. R-6660-NH) OR BILCO J-2AL OR APPROVED EQUAL.
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NOTES A. ONE METER PER PIT UNLESS WAIVED BY THE VILLAGE. ONE METER PER PIT UNLESS WAIVED BY THE VILLAGE. B. BYPASS ON METER MANDATORY FOR COMMERCIAL ACCOUNTS BYPASS BYPASS ON METER MANDATORY FOR COMMERCIAL ACCOUNTS BYPASS VALVE TO BE LOCKABLE. C. ALL PIPE K-COPPER OR BRASS TO METER JOINTS IN PIT TO BE ALL PIPE K-COPPER OR BRASS TO METER JOINTS IN PIT TO BE THREADED, FLARED, SILVER, SOLDERED OR SOLDERED WITH LEAD FREE SOLDER. D. ALTERNATE DESIGNS MAY BE SUBMITTED FOR APPROVAL. ALTERNATE DESIGNS MAY BE SUBMITTED FOR APPROVAL. E. PROVIDE SPREADER FOR PROPER ALIGNMENT OF SPREAD.PROVIDE SPREADER FOR PROPER ALIGNMENT OF SPREAD.
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METER SPREAD (FACE TO FACE) 28"-1 1/2" METERS 30"-2" METERS
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DATE
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APPROVED:
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REVISIONS:
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PAGE No.
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800-11
NOTES:
A.
3" AND 4" WATER METER PIT INSTALLATIONS
(FOR OFF ROAD USE ONLY)
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REVISIONS:
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METER SPREAD 3"-46", 4"-56" FROM FACE TO FACE OF FLANGES.
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BYPASS PIPING TO BE SAME SIZE AS METER INLET VALVE.
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RESILIENT WEDGE BYPASS GATE VALVE
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FLANGED JOINT PIPE
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O.S.&Y, GATE VALVE RESILIENT WEDGE
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MINIMUM
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MINIMUM
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STEPS TO BE CAST IRON ALUMINUM OR POLYPROPYLENE AT 12" O.C.
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METER SPREAD VERTICAL CLEARANCE 18" MAX., 36" MAX. OFF FLOOR OF PIT.
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PIPE ANCHORED TO WALL WITH RETAINER GLAND OR WALL SLEEVE.
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PIPE ANCHORED TO WALL WITH RETAINER GLAND OR WALL SLEEVE.
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METAL DOOR 36" X 36" BILCO J-4AL OR EQUAL CENTERED ON METER SPREAD
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GATE VALVE RESILIENT WEDGE
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RESTRAINED M.J. BELL WITHIN 2' OF WALL
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DIMENSIONS SHOWN ARE INSIDE MEASUREMENTS OF PIT. B. ALL PIPE SHALL BE CL53 DUCTILE WITH FLANGED ENDS. ALL PIPE SHALL BE CL53 DUCTILE WITH FLANGED ENDS. (COPPER & BRASS MAY BE ACCEPTABLE. SUBMIT FOR APPROVAL) C. ALL VALVES SHALL BE FLANGED END, HANDWHEEL OPERATED, AND OS&Y GATE VALVES, ALL VALVES SHALL BE FLANGED END, HANDWHEEL OPERATED, AND OS&Y GATE VALVES, RESILIENT WEDGE. D. PIT SHALL HAVE AN INSIDE HEIGHT OF 6' MINIMUM, FROM TOP OF GRAVEL. PIT SHALL HAVE AN INSIDE HEIGHT OF 6' MINIMUM, FROM TOP OF GRAVEL. E. WALLS TO BE FORMED CONCRETE. WALLS TO BE FORMED CONCRETE. F. PIT TO BE DESIGNED BY REGISTERED ENGINEER OR ARCHITECT AND APPROVED BY THE PIT TO BE DESIGNED BY REGISTERED ENGINEER OR ARCHITECT AND APPROVED BY THE VILLAGE. G. 12" MINIMUM 3/4" WASHED GRAVEL IN BOTTOM OF PIT OR CONCRETE SLAB WITH SUMP 12" MINIMUM 3/4" WASHED GRAVEL IN BOTTOM OF PIT OR CONCRETE SLAB WITH SUMP HOLE. H. PIPING AND METER SHALL BE SUPPORTED PIPING AND METER SHALL BE SUPPORTED I. ALTERNATE DESIGNS MAY BE SUBMITTED FOR APPROVAL. SUBMIT COMBINATION PIT ALTERNATE DESIGNS MAY BE SUBMITTED FOR APPROVAL. SUBMIT COMBINATION PIT INSTALLATIONS FOR APPROVAL CLEARANCES.
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DATE
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APPROVED:
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PAGE No.
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800-12
NOTES
A.
6" AND LARGER WATER METER PIT
INSTALLATIONS (FOR OFF ROAD USE ONLY)
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REVISIONS:
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METER SPREAD 60" FROM FACE TO FACE OF FLANGES.
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BYPASS PIPING TO BE SAME SIZE AS METER INLET VALVE.
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RESILIENT WEDGE BYPASS GATE VALVE
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FLANGED JOINT PIPE
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O.S.&Y, RESILIENT WEDGE GATE VALVE
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MINIMUM
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MINIMUM
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STEPS TO BE ALUMINUM OR POLYPROPYLENE AT 12" O.C.
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METER SPREAD VERTICAL CLEARANCE 18" MAX., 36" MAX. OFF FLOOR OF PIT.
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PIPE ANCHORED TO WALL WITH RETAINER GLAND OR WALL SLEEVE.
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PIPE ANCHORED TO WALL WITH RETAINER GLAND OR WALL SLEEVE.
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METAL DOOR 48" X 48" BILCO JD-2AL OR EQUAL
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RESILIENT WEDGE GATE VALVE
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RESTRAINED M.J. BELL WITHIN 2' OF WALL
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DIMENSIONS SHOWN ARE INSIDE MEASUREMENTS OF PIT. B. ALL PIPE SHALL BE CLASS 53 DUCTILE WITH FLANGED ENDS. ALL PIPE SHALL BE CLASS 53 DUCTILE WITH FLANGED ENDS. C. ALL VALVES SHALL BE FLANGED END, HANDWHEEL OPERATED OS&Y GATE VALVES. ALL VALVES SHALL BE FLANGED END, HANDWHEEL OPERATED OS&Y GATE VALVES. D. PIT SHALL HAVE AN INSIDE HEIGHT OF 6' MINIMUM, FROM TOP OF GRAVEL. PIT SHALL HAVE AN INSIDE HEIGHT OF 6' MINIMUM, FROM TOP OF GRAVEL. E. WALLS TO BE FORMED CONCRETE. WALLS TO BE FORMED CONCRETE. F. PIT TO BE DESIGNED BY REGISTERED ENGINEER OR ARCHITECT AND APPROVED BY THE PIT TO BE DESIGNED BY REGISTERED ENGINEER OR ARCHITECT AND APPROVED BY THE VILLAGE. G. 12" MINIMUM 3/4" WASHED GRAVEL IN BOTTOM OF PIT OR CONCRETE SLAB WITH SUMP 12" MINIMUM 3/4" WASHED GRAVEL IN BOTTOM OF PIT OR CONCRETE SLAB WITH SUMP HOLE. H. PIPING AND METER SHALL BE SUPPORTED AS APPROVED BY THE ENGINEER, AND PIPING AND METER SHALL BE SUPPORTED AS APPROVED BY THE ENGINEER, AND WATER DISTRIBUTION. I. ALTERNATE DESIGN MAY BE SUBMITTED FOR APPROVAL SUBMIT COMBINATION PIT ALTERNATE DESIGN MAY BE SUBMITTED FOR APPROVAL SUBMIT COMBINATION PIT INSTALLATIONS FOR APPROVAL CLEARANCES.
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DATE
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APPROVED:
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PAGE No.
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800-13
NOTES
A.
S
M
G.
2" COMPOUND METER WITH BYPASS
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REVISIONS:
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2" TEE
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FOR BYPASS
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2" NIP
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MUELLER B 20200
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5 PIPE DIAMETERS
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MINIMUM
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2" ELIP. FLANGE
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BY VILLAGE
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2" METER AND
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STRAINER BY
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VILLAGE
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MUELLER B 20200
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2" NIP
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2" TEE
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DRAIN FOR BFP
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IF NEEDED PROVIDE
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TO CUSTOMER BFP
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CENTERLINE OF METER TO BE NO MORE THAN 36" FROM THE FLOOR. B. METER MUST BE MOUNTED HORIZONTALLY. METER MUST BE MOUNTED HORIZONTALLY. C. USE STAINLESS STEEL OR BRASS NUTS AND BOLTS. USE STAINLESS STEEL OR BRASS NUTS AND BOLTS. D. METER BYPASS ASSEMBLY AND METER SETTING TO BE METER BYPASS ASSEMBLY AND METER SETTING TO BE CONSTRUCTED OF PVC SCH. 80, BRASS OR COPPER. NO FEMALE PVC THREADS PERMITTED. E. ALL PIPING TO BE THOROUGHLY SUPPORTED. ALL PIPING TO BE THOROUGHLY SUPPORTED. F. THE VILLAGE IS NOT RESPONSIBLE FOR MAINTENANCE OF INSIDE THE VILLAGE IS NOT RESPONSIBLE FOR MAINTENANCE OF INSIDE PLUMBING.
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MUELLER B 20200
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PROVIDE APPROVED BACKFLOW PREVENTER REGISTERED WITH THE VILLAGE AND THE COUNTY. H. PROVIDE TWO OR THREE CONDUCTOR WIRE TO OUTSIDE OF PROVIDE TWO OR THREE CONDUCTOR WIRE TO OUTSIDE OF BUILDING NEAR ELECTRIC METER 18-22 GAUGE WIRE. I. BYPASS VALVE SHALL BE LOCKABLE.BYPASS VALVE SHALL BE LOCKABLE.
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DATE
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APPROVED:
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PAGE No.
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JULY 2017
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800-14
NOTES
A.
SM
G.
4" COMPOUND METER WITH BYPASS
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REVISIONS:
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4"
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4" FXFXF-TEE
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4" FXF GATE, BALL
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OR BUTTERFLY VALVE
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MINIMUM 5 PIPE
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DIAMETERS INSIDE F TO F
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4" COMPOUND METER AND STRAINER BY VILLAGE
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OR BUTTERFLY VALVE
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4" FXF GATE, BALL
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4" FXFXF-TEE
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PROVIDE DRAIN FOR BFP.
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TO CUSTOMER BFP IF NEEDED.
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CENTERLINE OF METER TO BE NO MORE THAN 36" FROM THE FLOOR. B. METER MUST BE MOUNTED HORIZONTALLY. METER MUST BE MOUNTED HORIZONTALLY. C. FULL FACE FLANGE GASKETS AND STAINLESS STEEL OR BRASS FULL FACE FLANGE GASKETS AND STAINLESS STEEL OR BRASS NUTS AND BOLTS TO BE USED. D. METER BYPASS ASSEMBLY AND METER SETTING TO BE METER BYPASS ASSEMBLY AND METER SETTING TO BE CONSTRUCTED OF PVC SCH. 80, BRASS OR COPPER. NO FEMALE PVC THREADS PERMITTED. E. ALL PIPING TO BE THOROUGHLY SUPPORTED. ALL PIPING TO BE THOROUGHLY SUPPORTED. F. THE VILLAGE IS NOT RESPONSIBLE FOR MAINTENANCE OF INSIDE THE VILLAGE IS NOT RESPONSIBLE FOR MAINTENANCE OF INSIDE PLUMBING.
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MUELLER 2" 20200
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5 PIPE DIAMETERS
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MINIMUM
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PROVIDE APPROVED BACKFLOW PREVENTER REGISTERED WITH THE VILLAGE AND THE COUNTY. H. PROVIDE 2 OR 3 CONDUCTOR WIRE TO OUTSIDE OF BUILDING PROVIDE 2 OR 3 CONDUCTOR WIRE TO OUTSIDE OF BUILDING NEAR ELECTRIC METER 18-22 GAUGE WIRE. I. BYPASS VALVE SHALL BE LOCKABLE. BYPASS VALVE SHALL BE LOCKABLE.
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DATE
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APPROVED:
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PAGE No.
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800-15
NOTES
A.
METER SPREAD
(FACE TO FACE)
TYPICAL LARGER METER LAYOUT IN BUILDING
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REVISIONS:
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FOR 4" AND GREATER SERVICES B. PIPING SHALL BE D.I.P. CLASS 53 TO RIGID FLANGE. FROM RIGID FLANGE PIPING SHALL BE D.I.P. CLASS 53 TO RIGID FLANGE. FROM RIGID FLANGE THROUGH METER VALVES AND BYPASS TO BE DUCTILE, COPPER OR BRASS. C. FOR 1 1/2" AND 2" SERVICES: WATER DEPARTMENT RECOMMENDS THE FOR 1 1/2" AND 2" SERVICES: WATER DEPARTMENT RECOMMENDS THE USE OF COPPER PIPING D. FULL PORT BALL VALVES IN LIEU OF VALVES MAY BE INSTALLED FOR 1 FULL PORT BALL VALVES IN LIEU OF VALVES MAY BE INSTALLED FOR 1 1/2" AND 2" METERS MUST BE LOCKABLE. E. BYPASS MANDATORY FOR ALL METERS. BYPASS VALVE TO BE LOCKABLE. BYPASS MANDATORY FOR ALL METERS. BYPASS VALVE TO BE LOCKABLE. F. DUAL INSTALLATION FOR BACKFLOW PREVENTION DEVICES IS OPTIONAL FOR DUAL INSTALLATION FOR BACKFLOW PREVENTION DEVICES IS OPTIONAL FOR 1 1/2" -2" METERS. G. ALTERNATE DESIGNS MAY BE SUBMITTED TO THE VILLAGE FOR APPROVAL. ALTERNATE DESIGNS MAY BE SUBMITTED TO THE VILLAGE FOR APPROVAL. H. PROVIDE SPREADER DEVICE FOR PROPER ALIGNMENT ON INSTALLATION OF PROVIDE SPREADER DEVICE FOR PROPER ALIGNMENT ON INSTALLATION OF METER SPREAD. I. NO FLANGE ADAPTERS BEFORE INITIAL SHUT-OFF VALVE(S) NO FLANGE ADAPTERS BEFORE INITIAL SHUT-OFF VALVE(S)
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WALL
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TO PLUMBING
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48" COVER MIN.
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24" CLEAR
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OS&Y METER VALVES RESILIENT WEDGE
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BACKFLOW PREVENTION DEVICE AS SPECIFIED BY DARKE COUNTY HEALTH DEPARTMENT
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FLOOR
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18"-36"
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METER SPREAD
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RESTRAINED M.J. VALVE BELL WITHIN 24" OF WALL. (IF D.I.P.)
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6" MIN.
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RIGID FLANGED JOINT
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PIPE STAND (TYPICAL)
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1 1/2" 28" F.I.P. 2" 30" FLANGED 3" 46" FLANGED 4" 56" FLANGED 5" 60" FLANGED 8" AND LARGER TO BE REVIEWED BY THE VILLAGE (F.I.P.- FEMALE IRON PIPE THREAD)
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BRASS OR CLASS 53 DUCTILE
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PIPING TO CONFORM WITH "OHIO PLUMBING CODE", OAC 4101: 2-51
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BYPASS PIPING TO BE SAME SIZE AS METER PIPING TO METER SPREAD
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RETAINER GLAND AGAINST FOUNDATION WALL OR AN APPROVED ANCHORING WALL SLEEVE (IF D.I.P.)
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07-12-17
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DATE
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APPROVED:
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PAGE No.
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SERVICE TEES ARE PERMITTED IF:
A.
NOTE:
A.
4" AND LARGER WATER MAIN SERVICE
CONECTION (DOMESTIC)
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REVISIONS:
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CURB
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PROPERTY LINE
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RESTRAINED M.J. BELL AT PROPERTY LINE WITH 48" MIN. COVER
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C909 DR 18 CL 150
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ALL JOINTS RESTRAINED TO METER
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SAME SIZE TO BUILDING OR METER PIT
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TO METER PIT
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TAPPING VALVE AND SLEEVE IN 5 1/4" VALVE BOX
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SHOWN ON AN APPROVED SET OF CONSTRUCTION PLANS. B. 4" MINIMUM BRANCH AND SERVICE LINE WITH GATE VALVE 4" MINIMUM BRANCH AND SERVICE LINE WITH GATE VALVE WITHIN 3' OF MAIN.
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IF NO CLEARANCE BETWEEN BUILDING AND PROPERTY LINE, METER MAY BE LOCATED IN BUILDING IF APPROVED BY THE VILLAGE.
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WATER MAIN
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PROPER BLOCKING
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DATE
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APPROVED:
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REVISIONS:
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PAGE No.
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NOTE:
LIMITED AREA SPRINKLER SYSTEM DETAIL
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REVISIONS:
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DOMESTIC WATER
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SUPPLY
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SUPPLY
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TO SPRINKLERS
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M
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DOMESTIC WATER
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1. TESTABLE DOUBLE CHECK VALVE (ASSE 1015) AT POINT OF CONNECTION TO DOMESTIC PIPING 2. LOCKABLE VALVES "SUPERVISED" PER OHIO BASIC BUILDING CODE 10:20
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SUPPLY
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M
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TO SPRINKLERS
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A.S.S.E. 1024 DUAL CHECK VALVE AT POINT OF CONNECTION TO DOMESTIC PIPING NON-TESTABLE
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EXISTING DOUBLE CHECK VALVE (MINIMUM) ON DOMESTIC SERVICE
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DOMESTIC WATER
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M
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TO SPRINKLERS
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1. TESTABLE DOUBLE CHECK VALVE (ASSE 1015) AT POINT OF CONNECTION TO DOMESTIC PIPING 2. LOCKABLE VALVES "SUPERVISED" PER OHIO BASIC BUILDING CODE 10:20
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EXISTING DOMESTIC BACKFLOW
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A. ADDITION OF BACKFLOW DEVICE ONTO EXISTING FIRE SUPPRESSION SYSTEM WILL AFFECT ORIGINAL FLOW CALCULATION
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EXISTING DOMESTIC WATER WITH NO BACKFLOW DEVICE REQUIRED
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DATE
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APPROVED:
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PAGE No.
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JULY 2017
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800-18
2" FIRE LINE SERVICE
4" AND LARGER FIRE LINE SERVICE
SERVICE TEES ARE PERMITTED IF :
2" FIRE LINE AND
4" AND LARGER FIRE LINE
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REVISIONS:
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CURB
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PROPERTY LINE
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CURB STOP IN CURB BOX WITH 48" COVER ON SERVICE
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DOUBLE CHECK VALVE WITH GATE VALVES IN PIT OR BUILDING PER FIRE DEPARTMENT
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40" BETWEEN JOINTS WITH NO COUPLINGS IN STREET
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CURB STOP IN 5 1/4" VALVE BOX LOCATED 3' FROM MAIN
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CURB STOP TO BE MUELLER ORISEAL "ROUND WAY" OR EQUAL
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ONE JOINT ALLOWED BETWEEN PROPERTY LINE AND BUILDING
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(METER REQUIRED)
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(METER REQUIRED)
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C909 DR 18 CL 150
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ALL UNDERGROUND JOINTS RESTRAINED
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CURB
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PROPERTY LINE
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WALL/POST INDICATOR VALVES SHALL BE ADDED ON PREMISES AT FIRE DEPARTMENT REQUEST
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1. SHOWN ON AN APPROVED SET OF CONSTRUCTION DRAWINGS. 2. 4" MINIMUM BRANCH AND SERVICE LINE WITH GATE VALVE WITHIN 3' OF MAIN.
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TAPPING VALVE AND SLEEVE IN
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PRIVATE FIRE HYDRANT (MIN. 6" SERVICE)
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IN BUILDING OR PIT PER FIRE DEPARTMENT
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SINGLE CHECK VALVE
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DOUBLE DETECTOR CHECK VALVE WITH OSY GATE VALVES. DETECTOR METER TO READ IN C.F.
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CORPORATION STOP WITH SADDLE
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WATER MAIN
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WATER MAIN
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5 1/4" VALVE BOX
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SDR-9 200 PSI CTS, 1" MINIMUM, TO BACKFLOW PREVENTER
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07-12-17
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DATE
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APPROVED:
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PAGE No.
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JULY 2017
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800-19
NOTES
A.
COMBINATION FIRE AND DOMESTIC IN BUILDING
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REVISIONS:
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ALL UNDERGROUND JOINTS MUST BE RESTRAINED. B. INSIDE PIPING SHALL BE D.I.P. CLASS 53 TO RIGID FLANGE, FROM RIGID INSIDE PIPING SHALL BE D.I.P. CLASS 53 TO RIGID FLANGE, FROM RIGID FLANGE THROUGH METER VALVES AND BYPASS, TO BE D.I.P., K-COPPER OR BRASS. C. MINIMUM 1 1/2" WATER METER. MINIMUM 1 1/2" WATER METER. D. ALTERNATE DESIGN MAY BE SUBMITTED TO VILLAGE FOR APPROVAL. ALTERNATE DESIGN MAY BE SUBMITTED TO VILLAGE FOR APPROVAL. E. COMBINATION SERVICE NOT PERMITTED INSIDE BUILDING IF THE DOMESTIC COMBINATION SERVICE NOT PERMITTED INSIDE BUILDING IF THE DOMESTIC METER IS MORE THAT 75 FEET FROM THE PROPERTY/EASEMENT LINE.
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6" MIN. FROM WALL OR FLOOR
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BYPASS
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26" CLEARANCE
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18"-36"
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METER SPREAD PER STANDARDS
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BACKFLOW PREVENTION ASSEMBLY AS APPROVED BY DARKE COUNTY HEALTH DEPARTMENT
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1 1/2" MINIMUM
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CONCENTRIC FLANGED REDUCER (IF NECESSARY)
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GATE VALVE
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DOUBLE DETECTOR CHECK VALVE ASSEMBLY
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DETECTOR METER TO READ IN CUBIC FEET
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RIGID FLANGED NO ADAPTERS
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REDUCED PRESSURE BACKFLOW DETECTOR CHECK VALVE ASSEMBLY REQUIRED IF ANTI-FREEZE LOOPS IN FIRE SYSTEM
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DRAIN TO AN APPROVED LOCATION
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C909 DR 18 CL 150
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4" MINIMUM
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MECHANICAL JOINT BELL
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PROPERTY LINE
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OR EASEMENT LINE
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THRUST BLOCK
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FLOOR
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DATE
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APPROVED:
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PAGE No.
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JULY 2017
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800-20
REDUCED PRESSURE DETECTOR ASSEMBLY
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REVISIONS:
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SUPPLY
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THRUST BLOCK
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ANCHOR TO WALL OR SLAB
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TO FIRE SYSTEM WITH ANTI-FREEZE LOOPS
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RIGID FLANGE NO ADAPTERS MIN. 6" FROM WALL OR FLOOR
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NOTE: A. ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE DELIVERED FOR INSTALLATION COMPLETELY ASSEMBLED BY THE ORIGINAL MANUFACTURER WITH ALL COMPONENTS AS APPROVED B. ADDITION OF BACKFLOW DEVICE ONTO EXISTING FIRE ADDITION OF BACKFLOW DEVICE ONTO EXISTING FIRE SUPPRESSION SYSTEMS WILL AFFECT ORIGINAL FLOW CALCULATIONS C. CLASS 53 DUCTILE IRON TO VALVE. ALL JOINTS CLASS 53 DUCTILE IRON TO VALVE. ALL JOINTS RESTRAINED
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M
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R.P.D.A. (A.S.S.E. 1013) WITH (2) VALVES OR (1) WPIV. DETECTOR METER TO READ IN CUBIC FEET
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DATE
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APPROVED:
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PAGE No.
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JULY 2017
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800-21
DOUBLE DETECTOR CHECK VALVE ASSEMBLY DETAIL
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REVISIONS:
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SUPPLY
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THRUST BLOCK
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ANCHOR TO WALL OR SLAB
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TO FIRE SYSTEM
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RIGID FLANGE NO ADAPTERS MIN. 6" FROM WALL OR FLOOR
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NOTE: A. ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE DELIVERED FOR INSTALLATION COMPLETELY ASSEMBLED BY THE ORIGINAL MANUFACTURER WITH ALL COMPONENTS AS APPROVED B. CLASS 53 DUCTILE IRON TO VALVE. ALL JOINTS CLASS 53 DUCTILE IRON TO VALVE. ALL JOINTS RESTRAINED
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M
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A.S.S.E. 1015 DOUBLE DETECTOR CHECK VALVE WITH APPROVED INDICATING VALVES. DETECTOR METER TO READ IN CUBIC FEET.
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ANCHOR TO WALL OR SLAB
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SUPPLY
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THRUST BLOCK
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RIGID FLANGE NO ADAPTERS MIN. 6" FROM WALL OR FLOOR
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M
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A.S.S.E. 1015 DOUBLE DETECTOR CHECK VALVE WITH APPROVED INDICATING VALVES. THIS DEVICE MAY BE LOCATED BEFORE THE PUMP WHERE PIPE ENTERS BUILDING WHEN THE PUMP IS SUFFICIENTLY ISOLATED FROM THE CHECK VALVES. DETECTOR METER TO READ IN FEET.
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TO FIRE SYSTEM
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FIRE PUMP (TO HAVE LOW SUCTION CUT-OFF)
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DATE
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REVISIONS:
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PAGE No.
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JULY 2017
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800-22
NOTES
A.
INSTRUCTIONS FOR
THE INSTALLATION OF IRRIGATION METERS
AND
BACKFLOW PREVENTERS FOR IRRIGATION
1.
STANDARD INSTALLATION FOR IRRIGATION METERS &
BACKFLOW PREVENTER
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REVISIONS:
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SEE "STANDARDS FOR TAPS, SERVICES AND METERS" FOR TYPICAL NOTES B. BACKFLOW PREVENTION DEVICE REQUIRED-CONTACT WATER ENGINEERING BACKFLOW PREVENTION DEVICE REQUIRED-CONTACT WATER ENGINEERING FOR APPROVED DEVICE. C. PROVIDE APPROVED DRAIN FOR IRRIGATION SYSTEM PROVIDE APPROVED DRAIN FOR IRRIGATION SYSTEM D. ALTERNATE DESIGNS MUST BE SUBMITTED FOR APPROVAL. ALTERNATE DESIGNS MUST BE SUBMITTED FOR APPROVAL. MUST BE SUBMITTED FOR APPROVAL. BE SUBMITTED FOR APPROVAL. E. TOP OF PIT LID TO BE INSTALLED AT FINISHED GRADE. TOP OF PIT LID TO BE INSTALLED AT FINISHED GRADE. F. THE CURB BOX MUST BE BROUGHT UP TO FINISH GRADE THE CURB BOX MUST BE BROUGHT UP TO FINISH GRADE G. NO OUTLETS ARE ALLOWED BETWEEN METER AND THE BACKFLOW NO OUTLETS ARE ALLOWED BETWEEN METER AND THE BACKFLOW PREVENTER OR HOSE BIBB VACUUM BREAKER WITH THE EXCEPTION OF ONE SCREW PLUG-IN TAR WINTERIZING/DRAINAGE PURPOSES. H. THE UNDERGROUND WATER SERVICE SHALL BE SDR-9 HDPE CTS(200 PSI) THE UNDERGROUND WATER SERVICE SHALL BE SDR-9 HDPE CTS(200 PSI) UP TO THE BACKFLOW PREVENTER OR HOSE BIBB VACUUM BREAKER. I. IN CASE OF ADD-ON CONSTRUCTION (WITH AN EXISTING DOMESTIC METER IN CASE OF ADD-ON CONSTRUCTION (WITH AN EXISTING DOMESTIC METER AND SERVICE) LEAD FREE SOLDERED JOINTS WILL BE ACCEPTED AT THE TAKE-OFF TEE ONLY J. THE INSTALLATION SHALL BE INSPECTED BY THE VILLAGE. THE INSTALLATION SHALL BE INSPECTED BY THE VILLAGE.
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CURB BOX
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IRRIGATION
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DOMESTIC
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MAKE DRAWING OF THE PROPOSED IRRIGATION SYSTEM. THIS DRAWING MUST BE APPROVED BY VILLAGE AND DARKE COUNTY HEALTH DEPARTMENT. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE VILLAGE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE VILLAGE "STANDARDS FOR TAPS, SERVICES AND METERS". 3. GET THE NECESSARY PERMITS. GET THE NECESSARY PERMITS. A) TAPPING FEE VERSAILLES 4. GET FORMS AT DARKE COUNTY HEALTH DEPARTMENT FOR EACH BACKFLOW GET FORMS AT DARKE COUNTY HEALTH DEPARTMENT FOR EACH BACKFLOW PREVENTER TO BE INSTALLED, PRIOR TO DOING THE WORK. 5. AFTER THE BACKFLOW PREVENTERS HAVE BEEN INSTALLED PLEASE FILL AFTER THE BACKFLOW PREVENTERS HAVE BEEN INSTALLED PLEASE FILL OUT THE FORMS COMPLETELY WITH THE OWNER/LESSE'S NAME, ADDRESS (WHERE THE BACKFLOW PREVENTER WAS INSTALLED), LOCATION OF THE BACKFLOW PREVENTER, SIZE, MAKE, MODEL, AND SERIAL NUMBER OF THE BACKFLOW PREVENTER. PLEASE RETURN THE COMPLETED FORMS TO THE VILLAGE AND THE DARKE COUNTY HEALTH DEPARTMENT. 6. CONTACT BOTH VILLAGE AND THE DARKE COUNTY HEALTH DEPARTMENT CONTACT BOTH VILLAGE AND THE DARKE COUNTY HEALTH DEPARTMENT AFTER THE WORK HAS BEEN COMPLETED. BACKFLOW PREVENTERS HAVE TO BE INSPECTED BY BOTH VILLAGE AND THE DARKE COUNTY HEALTH DEPARTMENT
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IRRIGATION BACK-FLOW PREVENTION DEVICE
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SDR-9 200 PSI CTS, 1" MINIMUM
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SDR-9 200 PSI CTS, 1" MINIMUM
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DATE
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APPROVED:
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REVISIONS:
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PAGE No.
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JULY 2017
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800-23
HOSE BIBB YARD HYDRANT SPRINKLER SYSTEM
OR
CONDITIONS
A.
YARD MAIN SYSTEM ARRANGEMENT
IRRIGATION DETAILS
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REVISIONS:
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METER
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METER
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HOSE BIBB
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NON-RECERTIFIABLE BFPDS (ASSE 1001, ASSE 1011) ON HOSE BIBBS
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DUAL CHECK BFPD ASSE 1024
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WASHED GRAVEL
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HOSE VACUUM BREAKER ASSE 1011 ASSC 1011 LABEL NON-POTABLE
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SPRINKLER HEADS
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ZONE SHUT-OFF VALVE
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DRIP VALVES AT LOWEST POINT
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ZONE CONTROL VALVE
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METER
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PRESSURE TYPE VACUUM BREAKER ASSE 1020
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SHUT-OFF VALVES ARE ALLOWED DOWNSTREAM OF THE BFPD B. THE PRESSURE TYPE VACUUM BREAKER MUST BE A THE PRESSURE TYPE VACUUM BREAKER MUST BE A MINIMUM OF 12" ABOVE THE HIGHEST SPRINKLER HEAD.
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PROPERTY LINE
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CITY WATER MAIN
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PROPERTY LINE
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TO F.D.C.
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SPRINKLER RISERS
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DOUBLE DETECTOR CHECK VALVE ASSEMBLY (A.S.S.E. 1015) WITH DETECTOR CHECK AND APPROVED INDICATING VALVES.
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WATER
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VALVE
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DUAL CHECK BFPD ASSE 1024
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VALVE AND HYDRANT
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NOTES A. A DRAWING OF EACH PROPOSED IRRIGATION SYSTEM MUST BE . A DRAWING OF EACH PROPOSED IRRIGATION SYSTEM MUST BE A DRAWING OF EACH PROPOSED IRRIGATION SYSTEM MUST BE APPROVED BY THE VILLAGE AND DARKE COUNTY HEALTH DARKE COUNTY HEALTH DEPARTMENT PRIOR TO CONSTRUCTION. B. IF IRRIGATION SYSTEM IS NONE OF THE ABOVE, USE A . IF IRRIGATION SYSTEM IS NONE OF THE ABOVE, USE A IF IRRIGATION SYSTEM IS NONE OF THE ABOVE, USE A REDUCED PRESSURE BACKFLOW PREVENTER, (ASSE 1013), AFTER THE WATER METER.
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DATE
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REVISIONS:
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PAGE No.
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800-24
TRACER WIRE FOR WATER MAIN PIPE DETAIL
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REVISIONS:
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BLUE SOLID 12 GA. COPPER WIRE
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TRACER WIRE NOTES A. THE CONTRACTOR WILL FURNISH AND INSTALL A THE CONTRACTOR WILL FURNISH AND INSTALL A COATED, SOLID COPPER TRACER WIRE ON ALL NON-CONDUCTIVE WATER LINES. WIRE COLOR WILL BE BLUE FOR WATER. B. TRACER WIRE MUST BE BLUE SOLID 12 GAUGE TRACER WIRE MUST BE BLUE SOLID 12 GAUGE MINIMUM AND RUN ON TOP OF THE WATER MAIN CONTINUOUSLY WITHOUT SPLICES FOR THE FULL LENGTH OF THE WATER MAIN. THE TRACER WIRE SHALL BE FASTENED TO THE TOP OF THE WATER LINE WITH 1 1/2" POLYETHYLENE TAPE WRAPPED AROUND TWICE AT A MAXIMUM DISTANCE OF 10'. C. IF SPLICING IS NECESSARY, ALL SPLICING SHALL BE IF SPLICING IS NECESSARY, ALL SPLICING SHALL BE MADE WITH 3M DIRECT BURY SPLICE KIT, DBR/Y-6 OR A VILLAGE APPROVED EQUAL. D. TRACER WIRE WILL BE INSTALLED ON ALL NEW PVC TRACER WIRE WILL BE INSTALLED ON ALL NEW PVC WATER MAIN INSTALLATIONS AND WILL COME TO THE SURFACE AT EVERY VALVE BOX FOR A FIRE HYDRANT AND ALL OTHER VALVE BOXES FOR TERMINATION. E. 2" WIDE DETECTABLE TRACER TAPE SHALL BE LAID APPROXIMATELY 24" ABOVE WATER MAINS AND FIRE HYDRANT BRANCHES DURING THE BACKFILL PROCESS. THE DETECTABLE TRACER TAPE SHALL BE BLUE IN COLOR.
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WRAPPED AROUND TWICE
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1 1/2" POLYETHYLENE TAPE
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10' MAX.
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TO EXTEND OUT OF VALVE BOX
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WIRE SHALL HAVE 5' OF WIRE
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07-12-17
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DATE
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APPROVED:
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REVISIONS:
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PAGE No.
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JULY 2017
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800-25