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104
FIGURE
NOS.
TITLE
UTILITY LOCATIONS
105 WATER MAIN SEPARATION
106 STANDARD UTILITY CROSSING
107 SPECIAL UTILITY CROSSING
109 RESTRAINED JOINT REQUIREMENTS SINGLE FITTING
112
121VALVE COLLAR AND IDENTIFICATION MARKER
123 VALVE BOX DETAIL
127
AIR RELEASE VALVE WITH MAINTENANCE ACCESS STRUCTURE
131 TYPICAL CONNECTION TO EXISTING MAIN
141
PIPE TO BE ABANDONED (LIVE LINE LESS THAN 4")
142
143
153 JACK AND BORE PROFILE
154 CASING PIPE DETAIL JACK AND BORE
155 JACK AND BORE PIPE DETAILS
167
CONFLICT MAINTENANCE ACCESS STRUCTURE
182
RESTORATION OF ROADWAY CUT FOR PARALLEL UTILITY
INSTALLATION
183
192TYPICAL SECTION THROUGH SWALE
PIPE TO BE ABANDONED
PIPE TO BE ABANDONED (LIVE LINE 4" AND LARGER)
194
BOLLARD
FIGURE
NOS.
TITLE
GENERAL DETAILS
RESTRAINED JOINT REQUIREMENTS REDUCING FITTINGS
RESTORATION OF ROADWAY CUT FOR PERPENDICULAR UTILITY
INSTALLATION
101 UTILITY LOCATES
180
TYPICAL TRENCH BACKFILL
195 CONCRETE SLAB OVER SHALLOW PIPELINES
552
RECLAIMED WATER MANUAL BLOW OFF
528
RECLAIMED WATER MASTER METER ASSEMBLY (4" AND LARGER)
527 RECLAIMED METER BOX INSTALLATION FOR 1
1
2
" OR 2" METERS
506 TYPE 2 RECLAIMED WATER SIGN
510 RECLAIMED MAIN INSTALLATION
521 RECLAIMED WATER SERVICE CONNECTION
525 RECLAIMED METER BOX COVER
526RECLAIMED METER BOX INSTALLATION FOR
5
8
" OR 1" METERS
505 TYPE 1 RECLAIMED WATER SIGN
RECLAIMED WATER DETAILS
411FORCE MAIN CONNECTION TO GRAVITY SEWER
FORCE MAIN DETAILS
311SHALLOW MAINTENANCE ACCESS STRUCTURE
312
PRECAST MAINTENANCE ACCESS STRUCTURE
313 PRECAST MAINTENANCE ACCESS STRUCTURE DROP CONNECTION
318 INVERT CHANNEL FLOW DIRECTIONS
322
MAINTENANCE ACCESS STRUCTURE CONNECTION DETAIL
331 WYE SEWER SERVICE CONNECTION
341
342
SEWER SERVICE CONNECTION AT PROPERTY LINE OR EASEMENT LINE PROFILE
SEWER SERVICE CONNECTION AT PROPERTY LINE OR EASEMENT LINE PLAN
315
DOGHOUSE MAINTENANCE ACCESS STRUCTURE DETAIL
314
GRAVITY SEWER MAINTENANCE ACCESS STRUCTURE COVER
353 SERVICE CONNECTION ON LINED GRAVITY SEWER
SANITARY SEWER DETAILS
254AUTOMATIC BLOW OFF PLAN
253
AUTOMATIC BLOW OFF PROFILE
255 CANNON FLUSHING
252
MANUAL BLOW OFF
205FILLING AND FLUSHING JUMPER CONNECTION
206SAMPLING POINT
221 TYPE 1 WATER SERVICE CONNECTION
222 TYPE 2 WATER SERVICE CONNECTION
224
226
227
228
231 FIRE HYDRANT INSTALLATION
235
TYPE 1 PRIVATE FIRE PROTECTION 4", 6" AND 8" DIAMETER
CONNECTION
236
237
WATER METER INSTALLATION FOR
5
8
" AND 1" METERS
METER INSTALLATION FOR TWO 2" METERS
DOUBLE METER INSTALLATION FOR TWO
5
8
" METERS
METER INSTALLATION FOR 1
1
2
" OR 2" METERS
TYPE 3 PRIVATE FIRE PROTECTION 2" DIAMETER CONNECTION
TYPE 2 PRIVATE FIRE PROTECTION 4", 6" AND 8" DIAMETER
CONNECTION
234 3" OR 4" DOMESTIC WATER SERVICE
WATER SYSTEM DETAILS
196 TAPPING SLEEVE AND VALVE INSTALLATION
225 POTABLE WATER METER BOX COVER
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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DETAIL INDEX
REPLACES FORMER
DWG NO.101
FIGURE
1
REVISED
5/14/2018
1. PRIOR TO BEGINNING ANY WORK, CONTRACTOR SHALL CONTACT ALL UTILITY
COMPANIES THAT HAVE FACILITIES WITHIN THE PROJECT AREA.
2. THE ABOVE NOTICE SHALL APPEAR ON THE COVER SHEET OF ALL CONSTRUCTION
PLANS SUBMITTED TO THE COUNTY.
UTILITY LOCATES
REPLACES FORMER
DWG NO.101
FIGURE
101
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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WM WM
RO
W
10'
M
IN
3'
(TYP)
PO
TABLE W
ATER SERVICE
6'
(TYP)
2'
(TYP)
LEGEND
GS - GRAVITY SEWER
RW - RECLAIMED WATER
WM - POTABLE WATER MAIN
RW RW
GS GS
EDGE OF SIDEWALK
SEW
ER SERVICE
RECLAIM
ED
SERVICE
P/L
P/L
P/L
EDGE OF SIDEWALK
NOTE: LOCATION OF SERVICES CAN BE MODIFIED WITH WWS APPROVAL.
P/L
UTILITY LOCATIONS
REPLACES FORMER
DWG NO.104
FIGURE
104
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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WATER MAIN SEPARATION
REPLACES FORMER
DWG NO.105
FIGURE
105
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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RESTRAIN
ED
JO
IN
T D
UCTILE IRO
N PIPE
(M
IN
IM
UM
44')
30"
MIN
CO
VER
6'
BOTH
SIDES
DISTANCE AS REQUIRED
ON
E LEN
GTH
MECH
AN
ICAL
JO
IN
T
DU
CTILE IRO
N
PIPE
(M
IN
12')
ON
E LEN
GTH
MECH
AN
ICAL
JO
IN
T
DU
CTILE IRO
N
PIPE
(M
IN
12')
ON
E LEN
GTH
MECH
AN
ICAL
JO
IN
T
DU
CTILE IRO
N
PIPE
DUCTILE IRON
PIPE
FINISH GRADE
WATER MAIN
SEE FIG. 105
FORCE MAIN, RECLAIMED MAIN
RESTRAINED JOINTS
WATER MAIN
NOTE:
JOINTS SHALL NOT BE DEFLECTED
MORE THAN 50% OF MANUFACTURER'S
RECOMMENDED DEFLECTION
RESTRAIN
ED
JO
IN
T D
UCTILE IRO
N PIPE
(M
IN
IM
UM
44')
STANDARD UTILITY CROSSING
REPLACES FORMER
DWG NO.16B
FIGURE
106
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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MIN
IM
UM
CO
VER
L
C
30"
WHEREVER POSSIBLE DEFLECTION OF THE PIPE WILL
BE USED TO AVOID EXISTING OBSTRUCTIONS. THIS
CROSSING SHALL BE USED ONLY WHEN APPROVED
BY WWS.
RESTRAINED PIPE JOINTS
SEE FIG. 109
20'
10'
SEE FIG. 105
FINISH GRADE
WATER MAIN
RESTRAINED JOINTS
(TYP)
FORCE MAIN OR RECLAIMED MAIN
SPECIAL UTILITY CROSSING
REPLACES FORMER
DWG NO.16C
FIGURE
107
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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12
10
8
6
4
Diameter
11
1
4
°
HORIZONTAL, L (FEET)
THE NOTED REQUIREMENTS WERE CALCULATED IN ACCORDANCE WITH THRUST RESTRAINT CALCULATOR V7.2 BY
EBAA IRON WITH THE FOLLOWING ASSUMPTIONS:
SOIL CONDITIONS: SW OR GW; NOMINAL SIZE EQUALS BRANCH SIZE; LENGTH ALONG RUN EQUALS 4 FEET
LAYING CONDITION: 4, SAND BEDDING, BACKFILL COMPACTED > 80%; VERTICAL LOW SIDE DEPTH EQUALS 3.5 FEET
MINIMUM COVER: 3.0 FT SAFETY FACTOR: 1.5 BARE PIPE (NO POLY WRAP)
IF FIELD CONDITIONS DIFFER FROM THE ABOVE, CONTRACTOR SHALL NOTIFY WWS.
FOR PIPE LARGER THAN INCLUDED IN THE ABOVE TABLES, ENGINEER OF RECORD SHALL SUBMIT CALCULATIONS FOR
EACH JOINT REQUIRING RESTRAINT.
SINGLE FITTING RESTRAINED JOINT
150 PSI TEST PRESSURE
22
1
2
° 45°
90°
Tee or
Cross
45° VERTICAL OFFSET (FEET)
Valves
and
Dead End
HORIZONTAL
L
L
11
1
4
"-90° BEND
LL
LL
CROSS
TEE OR
TAPPING SLEEVE
L
1 JT
45° VERT OFFSET
VALVE
OR DEAD END
LL
1 JT
- CROSSES SHALL BE RESTRAINED IN ALL DIRECTIONS.
- FITTINGS AND VALVES NEED TO BE RESTRAINED PER
STANDARD DETAILS 109-112, EVEN WHEN THE
FITTINGS OR VALVES ARE CUT IN AFTER THE INITIAL
PIPE INSTALLATION. ASBESTOS CEMENT PIPE WILL BE
REPLACED WITH DUCTILE IRON PIPE AT LEAST
THROUGH THE RESTRAINING LENGTH.
LOWERUPPER
UPPER
LOWER
12
10
8
6
4
PVC PIPE
DUCTILE IRON PIPE
Diameter
11
1
4
°
HORIZONTAL, L (FEET)
22
1
2
° 45°
90°
Tee or
Cross
45° VERTICAL OFFSET (FEET)
Valves
and
Dead End
LOWERUPPER
1 2 4 10 7 20 9 4
2
2
2
3
2
2
3
3
3
3
4
5
5
3
4
5
5
6
6
8
9
10
5
7
9
11
12
14
17
21
24
12
16
21
25
29
15
23
30
38
11
23
37
48
61
28
37
44
52
32
45
59
71
83
12
16
19
22
14
19
25
30
35
5
7
8
9
5
6
8
9
11
RESTRAINED JOINT
REQUIREMENTS SINGLE FITTING
REPLACES FORMER
DWG NO.109
FIGURE
109
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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10"
8"
6"
4"
DIAMETER6"
8" 10" 12"
LARGE SIDESMALL SIDE
RESTRAIN
RESTRAINED REDUCING FITTING
150 PSI TEST PRESSURE
SM
ALL SID
E
BRANCH
STRAIGHT REDUCERTEE REDUCER
THE NOTED REQUIREMENTS WERE CALCULATED IN ACCORDANCE WITH THRUST RESTRAINT
CALCULATOR V7.2 BY EBAA IRON WITH THE FOLLOWING ASSUMPTIONS:
SOIL CONDITIONS: SW OR GW; LENGTH ALONG RUN EQUALS 4 FEET
LAYING CONDITION: 4, SAND BEDDING, BACKFILL COMPACTED > 80%
MINIMUM COVER: 3.0 FT;SAFETY FACTOR: 1.5;BARE PIPE (NO POLY WRAP)
IF FIELD CONDITIONS DIFFER FROM THE ABOVE, CONTRACTOR SHALL NOTIFY WWS.
FOR PIPE LARGER THAN INCLUDED IN THE ABOVE TABLES, ENGINEER OF RECORD SHALL
SUBMIT CALCULATIONS FOR EACH JOINT REQUIRING RESTRAINT.
6" 8" 10" 12"
10"
8"
6"
4"
DUCTILE IRON PIPE
PVC PIPE
10"
8"
6"
4"
DIAMETER
10"
8"
6"
4"
6" 8" 10" 12" 6" 8" 10" 12"
DUCTILE IRON PIPE
PVC PIPE
RESTRAIN
5' MIN.5' MIN.
24' 43' 58' 72'
25'
44'
24'
61'
44'
25'
BRAN
CH
SIZE
16'
1'1'
8'
1'
1'
1'
31'
44'
25'
1' 1' 1' 1'
6' 1'
15'
1'
10'
23'
15' 27' 36' 45'
16'27'
15'
38'
28'
16'
RESTRAINED JOINT
REQUIREMENTS REDUCING FITTINGS
REPLACES FORMER
DWG NO.112
FIGURE
112
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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3"
3"
1 1/2"
1/8"
1/8"
VALVE IDENTIFICATION
MARKERS (TAG)
BROWARD COUNTY ID
TYPE OF VALVE (GV. BV. OR PV.)
USAGE: "POTABLE WATER",
"RAW WATER", "RECLAIMED WATER",
"SEWER"
OPENING DIRECTIONS,
NUMBER OF TURNS
BCWWS
16
BV
WATER
L-20
2"
4"
4"
6"
VALVE NUMBER
VALVE SIZE IN INCHES
BCWWS
(OPTIONAL)
6"
GV
RAW WATER
L-19
WATER
3" DIA BRONZE DISC
VALVE BOX
COVER (TYP)
MARKED "WATER",
"SEWER" OR "RECLAIMED"
3" DIA BRONZE DISC
ANCHORED IN CONCRETE
COLLAR OR ASPHALT
AS REQ'D
DRILL
3
16
" HOLE
EPOXY FILL
CENTER VALVE
BOX IN COLLAR
24" DIAMETER OR
24"X24" CONCRETE
COLLAR TYP. EACH
VALVE BOX OMIT
COLLAR IN PAVED
AREAS
C
L
VALVE COLLAR
AND
IDENTIFICATION MARKER
REPLACES FORMER
DWG NO.3E
FIGURE
121
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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1. WHEN VALVE IS NOT LOCATED IN PAVEMENT, PLACE A WHITE
REFLECTIVE RAISED PAVEMENT MARKER IN THE DRIVE LANE,
ADJACENT TO THE VALVE.
2. OPERATOR EXTENSION SHAFT SHALL BE PROVIDED WHEN
OPERATING NUT IS MORE THAN 24" BELOW TOP OF VALVE BOX.
3. PVC PIPE OR DUCTILE IRON PIPE IS NOT ACCEPTABLE FOR
VALVE BOX RISER.
30" MIN COVER
LOCKING LID
VALVE COLLAR (FIG. 121)
FINISHED GRADE
ADJUSTABLE SCREW
TYPE VALVE BOX AND COVER
VALVE BOX SHALL
REST ON BEDDING
RESTRAINED JOINT
MAIN
6" BEDDING ROCK
IDENTIFICATION
MARKER
VALVE BOX DETAIL
REPLACES FORMER
DWG NO.123
FIGURE
123
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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4'-0"
MIN
4"
8" MIN.
SEE NOTES 4 & 5
1. LIFT HOLES ARE TO BE SEALED WITH MORTAR INSIDE AND OUTSIDE AFTER
INSTALLATION.
2. MAINTENANCE ACCESS STRUCTURE WALLS TO BE COATED INSIDE AND OUTSIDE
WITH 16 MIL. THICKNESS COAL TAR EPOXY.
3. ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF, EXPANDING GROUT.
ACTUAL LOCATION AND MAINTENANCE ACCESS STRUCTURE FRAME ELEVATION
SHALL BE DETERMINED BY ENGINEER BASED ON AS-BUILT SURVEY DATA.
4. THE CHIMNEY AREA SHALL BE MINIMUM OF 4" AND A MAXIMUM OF 12" IN HEIGHT. A
MINIMUM OF 3 COURSES OF BRICK SHALL BE INSTALLED.
5. GRADE RINGS ARE AN ACCEPTABLE ALTERNATIVE TO BRICK. A MINIMUM OF 3 GRADE
RINGS SHALL BE INSTALLED. SET IN TWO STRIPS OF SEALANT/ADHESIVE
COMPOUND ON EACH SEALING FACE.
6. SET MAINTENANCE ACCESS STRUCTURE FRAME ON A BED OF PORTLAND CEMENT
AND SILICA SAND. BRING MORTAR UP OVER FRAME.
BRICK OR GRADE RINGS
TRAFFIC TYPE
FRAME & COVER
(SEE NOTE 6)
FINISH GRADE
316 STAINLESS STEEL PIPING
AS REQUIRED
2" CORPORATION STOP
WITH 316 STAINLESS
STEEL NIPPLES
STAINLESS STEEL
DOUBLE STRAP
SERVICE SADDLE
PIPE OUTSIDE DIAMETER PLUS
4" ALL AROUND WITH KEYWAY
(PRECAST MAINTENANCE
ACCESS STRUCTURE ONLY)
PRECAST CONCRETE
STRUCTURE 4000 PSI (MIN)
8" CONCRETE SLAB CAST
INTEGRAL WITH WALLS
WASHED PEA GRAVEL
2" INFLOW PREVENTER
(POTABLE WATER ONLY)
INSTALLED PER MANUFACTURER
SPECIFICATIONS (SECURED TO WALL)
℄ PIPE
AIR RELEASE VALVE WITH
MAINTENANCE ACCESS STRUCTURE
REPLACES FORMER
DWG NO.11
FIGURE
127
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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PLAN
SECTION
VARIES
VARIES
12" M
IN
ALL JOINTS TO BE RESTRAINED BY APPROVED METHODS.
TAPPING VALVE
NON-RISING STEM
(RESTRAINED)
EXISTING MAIN,
RESTRAINED
TAPPING SLEEVE
(RESTRAINED)
90° BEND
BEND AS REQUIRED
(ANCHOR NOT SHOWN)
TEE OR
CROSS
(RESTRAINED)
PROPOSED MAIN
(RESTRAINED)
PLUG
TAPPING VALVE
NON-RISING STEM
90° BEND
(ROTATED)
(RESTRAINED)
EXISTING MAIN
BEND AS
REQUIRED
(RESTRAINED)
PROPOSED MAIN
CROSS
PLUG
(RESTRAINED)
TYPICAL CONNECTION
TO EXISTING MAIN
REPLACES FORMER
DWG NO.131
FIGURE
131
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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D D
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PM
EN
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N\SH
ARED
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LIVE LINE SEALING
2" AND 3" GALVANIZED STEEL PIPE
EXISTING TEE
EXISTING GALVANIZED
STEEL PIPE & GATE VALVE
REMOVE EXISTING TAPPED
PLUG, INSTALL SOLID
RESTRAINED PLUG
(REQUIRES LINE SHUT DOWN)
PIPE TO BE ABANDONED
(LIVE LINE LESS THAN 4" DIAMETER)
REPLACES FORMER
DWG NO.141
FIGURE
141
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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2" AND 3" PIPE
4" AND LARGER PIPE
12"
MIN
PACK END OF PIPE
WITH QUICK SETTING
HYDRAULIC CEMENT
SAW CUT PIPE
FILL W/FLOWABLE GROUT
2" PIPE
VENT
2" PIPE
FILL
NOTES:
1. INSTALL 2" PIPE AT BOTH ENDS OF LINE TO BE ABANDONED. GROUT
IN PLACE WITH QUICK SETTING HYDRAULIC CEMENT.
2. PUMP FLOWABLE GROUT FROM ONE END, OR INTERMEDIATE
POINTS ALONG THE PIPELINE, UNTIL PIPE IS FILLED AS
WITNESSED BY THE DISCHARGE FROM 2" PIPE. REMOVE 2" PIPE AND
FILL WITH QUICK SETTING HYDRAULIC CEMENT.
PACK END OF PIPE
WITH QUICK SETTING
HYDRAULIC CEMENT
PACK END OF PIPE
WITH QUICK SETTING
HYDRAULIC CEMENT
RESTRAINED JOINT
PIPE TO BE ABANDONED
REPLACES FORMER
DWG NO.142
FIGURE
142
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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AT EXISTING VALVE OR FITTING
CONCRETE PLUG
PROFILE
PLAN
304 SS OR COR-TEN
ALL THREAD ROD (4),
3
4
"
GROUT EXISTING PIPE
PER ABANDONED
PIPE DETAIL (FIG. 142)
MJ SOLID PLUG
MJ SOLID CAP
SEQUENCE OF CONSTRUCTION
1. RESTRAIN VALVE OR FITTING. CONTRACTOR TO PROVIDE
TEMPORARY RESTRAINT AS REQUIRED. (REQUIRES LINE SHUT
DOWN)
2. REMOVE EXISTING PIPE FOR NEW CONCRETE PLUG.
3. INSTALL PLUG INTO BELL OF VALVE OR FITTING AND CAP ON
END OF EXISTING PIPE TO BE ABANDONED.
4. INSTALL ALL THREAD RODS (3/4" DIA., MIN) AND POUR
CONCRETE PLUG.
WITH QUICK SETTING
EXISTING VALVE
RESTRAINED JOINT
PIPE TO BE ABANDONED
(LIVE LINE 4" AND LARGER)
REPLACES FORMER
DWG NO.143
FIGURE
143
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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36" M
IN
CO
VER
VARIES
VARIES
UTILITY
EASEMENT
VARIES
UTILITY
EASEMENT
SWALE
R/W
R/W
SWALE
SIDEWALK
CURB
RESTRAINED JOINT
DUCTILE IRON PIPE
STEEL CASING
PIPE
STAINLESS STEEL
CASING SPACER
NOTES:
1. THE END OF THE CASING PIPE SHALL EXTEND BEYOND THE EDGE
OF PAVEMENT A MINIMUM OF 5'.
2. WHEN CONSTRUCTION IS WITHIN FDOT OR RAILROAD
JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY
ACCOMMODATION MANUAL SHALL BE MET.
C
L
5' MIN.
JACK AND BORE
PROFILE
REPLACES FORMER
DWG NO.17A
FIGURE
153
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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CASING SEAL
"A"
SECTION "A-A"
"A"
CASING SPACERS
2
2
1
2
°
30°
30°
45° 45°
2
2
1
2
°
1" VENT PIPE
(MATERIAL OPTIONAL)
& BOX (TYP. EACH END)
STEEL CASING
END SEAL
CARRIER PIPE
SPACERS
FILL WITH SAND
TO SPRINGLINE
OF PIPE
STAINLESS STEEL
BAND
CASING PIPE
CARRIER PIPE
SPACER
NOTES:
1. THE DISTANCE BETWEEN SPACERS & THEIR
POSITIONING ON THE CARRIER PIPE IS TO BE
IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
2. THE CARRIER PIPE SHALL BE CENTERED IN
THE CASING PIPE. THE SKIDS ON THE SPACER
SHALL RESTRAIN CARRIER PIPE MOVEMENT.
CASING STRAP
SPRINGLINE
CARRIER PIPE STRAP
CASING PIPE DETAIL
JACK AND BORE
FIGURE
154
REPLACES FORMER
DWG NO.17B
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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ASTM A139, GRADE"B"
150 PSI
DETERMINED BY PROJECT
DIP
NOMINAL DIA
OF STEEL
CASING PIPE
72"
54"
48"
42"
42"
36"
34"
30"
24"
24"
20"
16"
14"
48"
42"
36"
30"
24"
20"
18"
16"
14"
12"
10"
8"
6"
CARRIER
PIPE SIZE
CASING END SEAL
N/A
PROTECTION AT ENDS OF CASING
JACK AND BORECASING SPACERS
METHOD OF INSTALLATION
BLACK BITUMINOUSBLACK BITUMINOUSCOATING
WELDED
RESTRAINEDTYPE OF JOINT
NONE
0.500"
350
ACTUAL WORKING PRESSURE
PRESSURE CLASS/WALL THICKNESS
ANSI/AWWA C151/A21.51
SPECIFICATION AND GRADE
STEEL
PIPE MATERIAL
SEE TABLEOUTSIDE DIAMETER
NONE
WATER/WASTEWATER
CONTENTS TO BE HANDLED
CASING PIPECARRIER PIPE
SPECIFICATIONS FOR CARRIER AND CASING PIPES
NOTES:
1. CASING PIPE TO BE INSTALLED UNDER ROAD BY JACKING AND
BORING.
2. ALL WORK DONE WITHIN FDOT OR RAILROAD RIGHT OF WAY IS
SUBJECT TO INSPECTION AND DIRECTION OF THEIR ENGINEER.
3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT AWWA
STANDARDS FOR PIPE LINES CONVEYING NONFLAMMABLE
SUBSTANCES AND FDOT REQUIREMENTS AS PER UTILITY
ACCOMMODATION GUIDE, LATEST VERSION.
4. FIELD AND SHOP WELDS OF THE CASING PIPES SHALL CONFORM
WITH AWS STANDARD SPECIFICATIONS. FIELD WELDS SHALL BE
COMPLETE PENETRATIONS, SINGLE-BEVEL GROOVE TYPE JOINTS.
5. STEEL CASING SHALL CONFORM TO THE REQUIREMENTS OF ASTM
DESIGNATION A139. THE CASING PIPES SHALL HAVE THE MINIMUM
NOMINAL DIAMETER AND MINIMUM WALL THICKNESS AS SHOWN.
6. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
EXISTING UTILITIES PRIOR TO STARTING JACKING AND BORING.
7. MINIMUM VERTICAL CLEARANCE BETWEEN PROPOSED CASING PIPE
AND OTHER EXISTING UTILITIES SHALL BE 12" MINIMUM.
8. STAINLESS STEEL CASING SPACERS WITH POLYMER RUNNERS
SUBJECT TO APPROVAL OF WWS.
JACK AND BORE
PIPE DETAILS
REPLACES FORMER
DWG NO.17C
FIGURE
155
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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DRAINAGE
PIPE
4'-0"
MINIMUM
18"
MIN
6" MIN FDOT STRUCTURE TYPE "P"
8" MIN FDOT STRUCTURE TYPE "J"
8"
MIN
6"
MIN
12"
MIN
CASING SPACERS
PER FIG.154
3
8
" (MIN) THICKNESS
STEEL PIPE SLEEVE
APPROVED BY WWS
BLACK
BITUMASTIC
COATING
FLANGES WELDED TO SLEEVE
FOR WATER STOP (TYPICAL)
COMPRESSIBLE BACKING ROD
(TYPICAL)
FOR CASING DIAMETER,
SEE TABLE ON FIGURE 155
NO JOINTS IN PIPE WITHIN
MAINTENANCE ACCESS STRUCTURE
FILL WITH NON-SETTING
CAULKING (TYPICAL)
MONOLITHIC POUR
FULL LENGTH WELD IF
PIPE SLEEVE IS SPLIT
NOTES:
1. ALL CONFLICT MAINTENANCE ACCESS STRUCTURES SHALL CONFORM TO THE
DETAILS SHOWN ON THIS DRAWING, AND TO THE REQUIREMENTS OF ASTM
C-478 AND BROWARD COUNTY HIGHWAY CONSTRUCTION AND ENGINEERING
DIVISION'S "MINIMUM STANDARDS", LATEST EDITION.
2. POTABLE WATER PIPE SHALL NOT PASS THROUGH OR CONTACT STORM
DRAINAGE MAINTENANCE ACCESS STRUCTURE WITHOUT WRITTEN
PERMISSION OF WWS TECHNICAL STANDARDS COMMITTEE.
3. POTABLE WATER PIPE SHALL NOT PASS THROUGH OR CONTACT SANITARY
SEWER MAINTENANCE ACCESS STRUCTURE.
4. MINIMUM TWO (2) FOOT CLEARANCE REQUIRED BETWEEN OUTSIDE OF
SLEEVE AND PARALLEL WALL.
6" MIN
CONFLICT
MAINTENANCE ACCESS STRUCTURE
REPLACES FORMER
DWG NO.14
FIGURE
167
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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12"
PIPE O.D. PLUS 24 INCHES
TRENCH WIDTH MINIMUM
FOUNDATION REQUIRED IN UNSTABLE
SOILS. SEE NOTE NO. 3
BEDDING MATERIAL. SEE NOTE
NO. 1
VARIES
COMPRESSIBLE BACKING ROD
MAINTENANCE ACCESS STRUCTURE
BOTTOM OF ROADWAY BASE COURSE (LIMEROCK)
OR EXISTING GROUND
REFER TO PAVEMENT
RESTORATION DETAILS
SUITABLE BACKFILL PLACED AND
COMPACTED TO AT LEAST 100%
OF MAXIMUM DENSITY, 6"
MAXIMUM SIZE, 6" LIFTS, PER
AASHTO SPEC. NO. T-99C.
SELECT BACKFILL PLACED AND
COMPACTED TO AT LEAST 100%
OF MAXIMUM DENSITY PER AASHTO T-99C IN
LAYERS NOT TO EXCEED 6" THICKNESS WITH 2"
MAXIMUM PARTICLE SIZE.
NOTES:
1. UNLESS OTHERWISE SPECIFIED, BEDDING MATERIAL SHALL CONSIST OF
SELECT BACKFILL MATERIAL 2" MAXIMUM PARTICLE SIZE, COMPACTED TO AT
LEAST 100% OF MAX. DENSITY, 6" LIFTS, PER AASHTO SPEC. NO. T-99C.
2. WHERE REQUIRED, SHEETING AND SHORING SHALL BE IN ACCORDANCE
WITH OSHA REQUIREMENTS.
3. WHERE UNSTABLE SOILS ARE ENCOUNTERED, INCLUDING PEAT, MUCK OR
OTHER ORGANIC SOILS, ELASTIC SILT AND CLAYS, A FOUNDATION IS
REQUIRED AS DETERMINED BY THE ENGINEER OF RECORD.
6"
MIN
.
TYPICAL TRENCH BACKFILL
REPLACES FORMER
DWG NO.180
FIGURE
180
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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TRAFFIC STRIPE
TYPICAL RESTORATION OF 1/2 LANE
OR MORE OF ROCK BASE
TYPICAL RESTORATION OF LESS THAN
1/2 LANE OF ROCK BASE
1'-0"
MIN
FULL LANE WIDTH RESTORATION
1
2
LANE
VARIES
2T
8" M
IN
18" M
AX
T
T
18"
MIN
LANE WIDTH AT FULL CONSTRUCTION
1
2
LANE 1'-0"
8"
MIN
6"
REMOVE EXISTING ASPHALT
IN THIS FULL LANE AND RESURFACE
SAW CUT ASPHALT
REPLACEMENT BASE
(NEW MATERIAL)
EXISTING LIMEROCK BASE
SAW CUT ASPHALT JOINT (TYPICAL)
REMOVE EXISTING ASPHALT AND RESURFACE
REMOVE EXISTING BASE AND ASPHALT,
AND REPLACE WITH NEW MATERIAL
NOTES:
1. BASE MATERIAL SHALL HAVE A MINIMUM LBR OF 100 AND A MINIMUM CARBONATE CONTENT OF 70%.
2. BASE SHALL BE PLACED IN 6" MAXIMUM THICKNESS LAYERS WITH EACH LAYER COMPACTED AS REQUIRED AND TESTED PRIOR
TO THE PLACEMENT OF THE SUCCEEDING LAYERS.
3. SUBGRADE MATERIAL SHALL BE GRANULAR AND ANGULAR AND SHALL HAVE A MINIMUM LBR OF 40.
4. BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LAYERS, BUT TESTING WILL BEGIN 12" ABOVE THE INSTALLED UTILITY.
5. ALL EDGES OF EXISTING ASPHALT PAVEMENT THAT ABUT RESURFACING SHALL BE SAW CUT IN STRAIGHT LINES PARALLEL TO
OR PERPENDICULAR TO THE ROADWAY, PRIOR TO RESURFACING.
6. RESURFACING MATERIAL SHALL BE CONSISTENT WITH SURROUNDING SURFACE, AND SHALL BE APPLIED IN 2 LIFTS, A MINIMUM
OF
3
4
INCH.
7. TRAFFIC STRIPES SHALL NOT BE PLACED DIRECTLY ON TOP OF THE JOINT
8. FOR STATE ROADS REFER TO FDOT SPECIFICATIONS AND REQUIREMENTS.
T = EXISTING LIMEROCK BASE THICKNESS.
6"
MAX
REPLACES FORMER
DWG NO.19A
FIGURE
182
RESTORATION OF ROADWAY CUT
FOR
PARALLEL UTILITY INSTALLATION
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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DITCH WIDTH (W)+4'
SURFACE REPLACEMENT
6" 6"
T
2T
DIAMETER
VARIES
NOTES:
1. BASE MATERIAL OVER DITCH SHALL BE TWICE THE THICKNESS OF THE ORIGINAL.
2. BASE MATERIAL SHALL BE PLACED IN 6" MAXIMUM LAYERS (LOOSE MEASUREMENT) AND EACH LAYER
THOROUGHLY ROLLED OR TAMPED TO 98% OF MAXIMUM DENSITY, PER AASHTO T-180.
3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAW CUT.
4. SURFACE MATERIAL SHALL BE CONSISTENT WITH THE SURROUNDING SURFACE MATERIAL.
5. BASE MATERIAL SHALL HAVE A MINIMUM CARBONATE OF 70%.
6. SUB GRADE MATERIAL SHALL BE GRANULAR AND ANGULAR AND SHALL HAVE A MINIMUM LBR OF 40.
7. IF THE DITCH IS FILLED TEMPORARILY, IT SHALL BE COVERED WITH A 2" THICK ASPHALT CONCRETE
PATCH TO KEEP THE FILL MATERIAL FROM RAVELING, UNTIL REPLACED WITH A PERMANENT PATCH.
8. FOR STATE ROADS REFER TO FDOT SPECIFICATIONS AND REQUIREMENTS.
T = EXISTING LIMEROCK BASE THICKNESS.
1.5'1.5'
DITCH
(W)
12" 12"
ASPHALT
STRUCTURAL COURSE
SAW CUT EXISTING
ASPHALT (TYP.)
EXISTING ASPHALT
(THICKNESS VARIES)
TYP.
REPLACEMENT BASE
(NEW MATERIAL)
REPLACES FORMER
DWG NO.19B
FIGURE
183
RESTORATION OF ROADWAY CUT
FOR
PERPENDICULAR UTILITY INSTALLATION
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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.0
2
F
T
/
F
T
RESTORATION SPECIFICATION
SUMMARY TABLE
PAVEMENT
ASPHALT
OR CONCRETE
DRIVEWAY
TYPE MATERIAL SPECIFICATION
TYPE I
SOD, SEED OR MULCH
COMPACTED SUBGRADE (100% PER AASHTO T-99C) BAHIA OR
ST. AUGUSTINE SOD TO MATCH EXISTING
TYPE II-A ASPHALT DRIVEWAY
1-1/2" ASPHALT, 6" LIMEROCK (98% PER AASHTO T-180),
COMPACTED SUBGRADE (100% PER AASHTO T-99C)
TYPE III CONCRETE DRIVEWAY
6" CONCRETE (NO WIRE MESH)
COMPACTED SUBGRADE (100% PER AASHTO T-99C)
R/W LINE
CONCRETE
SIDEWALK
CONCRETE
DRIVEWAY
ASPHALT
DRIVEWAY
ASPHALT
COMPACTED
SUBGRADE
LIMEROCK BASE
12" COMPACTED
SUBGRADE
LIMEROCK BASE
TYPICAL SECTION THROUGH SWALE
REPLACES FORMER
DWG NO.21A
FIGURE
192
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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3'-0"
3'-0"
2'-0"
FINISHED GRADE
LIMEROCK BASE
SCHEDULE 40 STEEL PIPE
FILLED WITH CONCRETE
(MIN. 4" DIAMETER)
COLOR OF FINISH COAT SHALL BE
OSHA SAFETY YELLOW (REFLECTIVE)
3000 PSI CONCRETE
6"
ROUND EXCESS CONCRETE
TO SHED RAINWATER
BOLLARD
FIGURE
194
REPLACES FORMER
DWG NO.194
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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A
A
PLAN
PROFILE
SECTION A-A
CONCRETE SLAB
5' WIDE MINIMUM
WATER OR SEWER MAIN
RUNNING SURFACE
CONCRETE SLAB
WATER OR SEWER MAIN
ASPHALTIC CONCRETE
WEARING SURFACE
LIMEROCK BASE
COMPACTED FILL
NOTES:
1. CONCRETE SLAB TO BE DESIGNED
BY ENGINEER OF RECORD.
2. EXTEND CONCRETE SLAB UNTIL
COVER EXCEEDS 30 INCHES FOR
DIP OR 36 INCHES FOR PVC.
3. CONCRETE TO BE 3,000 PSI
MINIMUM.
4. THIS DETAIL TO BE USED ONLY
UPON WRITTEN APPROVAL FROM
WWS TECHNICAL STANDARDS
COMMITTEE.
6"
VARIES
6"
8"
12"
(MIN.)
12"
(MIN.)
12"
(MIN.)
CONCRETE SLAB
CONCRETE SLAB
OVER SHALLOW PIPELINES
FIGURE
195
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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RESILIENT SEAT
TAPPING VALVE
WITH VALVE BOX
(TYP.)
NEW TAPPING
SLEEVE AND VALVE
VALVE BOX
W/CONCRETE COLLAR
TEST PLUG
NOTES:
1. REFER TO WWS MINIMUM DESIGN AND CONSTRUCTION STANDARDS FOR MINIMUM REQUIREMENTS
AND PRE-APPROVED MANUFACTURERS.
2. MAIN SHALL BE CLEANED BEFORE ATTACHING SLEEVE
3. SLEEVE AND VALVE SHALL BE PRESSURE TESTED BEFORE MAKING TAP. PRESSURE TEST AND TAP
SHALL BE MADE IN PRESENCE OF AN AUTHORIZED COUNTY REPRESENTATIVE.
4. TAP SHALL BE MADE NO CLOSER THAN 18" FROM THE NEAREST JOINT.
5. CONCRETE BLOCK SHALL COMPLETELY SUPPORT TAPPING VALVE.
6. RESTRAINT JOINT REQUIREMENTS SHALL BE IN ACCORDANCE WITH WWS MINIMUM DESIGN AND
CONSTRUCTION STANDARDS.
FINISH GRADE
RESTRAINED
MECHANICAL JOINT
EXIST WATER MAIN
PERMANENT CONCRETE
BLOCK SUPPORT (12" MIN)
12"
(MIN)
6"
(MIN)
UNDISTURBED SOIL
BEDDING ROCK
TAPPING SLEEVE AND VALVE
INSTALLATION
FIGURE
196
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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FLOW
2. SEE DETAIL 205B FOR ADDITIONAL REQUIREMENTS.
JUMPER ASSEMBLY
CONNECTION "F"
CONNECTION "T"
2" CONNECTION "T"
SEE JUMPER ASSEMBLY ABOVE
1" VENT TO ATMOSPHERE
FOR VENTING ONLY,
NO CONNECTIONS ARE
ALLOWED
CONNECTION "F"
SEE JUMPER ASSEMBLY ABOVE
2" CORPORATION
STOP (TYP)
CORPORATION STOP
EXISTING
WATER MAIN
VALVE
CONNECTION TO BE
COMPLETED AFTER
HEALTH DEPARTMENT
CLEARANCE.
VALVE
TAPPING SADDLE
NEW WATER MAIN
INSTALLED WITH
RESTRAINED JOINTS
12" MIN.
24"
MAX.
TO
GROUND
BCWWS
SUPPLIED
REDUCED PRESSURE
ZONE ASSEMBLY
CONTRACTOR CONTRACTOR
2" VALVE
2" VALVE
2" BALL VALVE
(TYP.)
2" METER
2" UNION
THREADED NIPPLE (TYP)
UNISTRUT (FURNISHED AND
INSTALLED BY CONTRACTOR)
CONTACT COUNTY INSPECTOR FOR LAYING LENGTH
1. A BCWWS SUPPLIED FIRE HYDRANT BACKFLOW METER WITH RPZ MAY BE USED IN LIEU OF THE JUMPER ASSEMBLY.
NOTES:
FILLING AND FLUSHING
JUMPER CONNECTION
REPLACES FORMER
DWG NO.7
FIGURE
205A
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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NOTES:
1. A FILLING AND FLUSHING JUMPER ASSEMBLY CONNECTION IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVEBCWWS WATER MAINS AND NEW WATER MAINS. THE PROCEDURES ARE APPLICABLE WHEN CONNECTING TO AN EXISTINGBCWWS WATER MAIN, WHETHER BY TAPPING TEE AND VALVE OR BY CONTINUATION OF A PLUGGED STUB OUT WITH ANEXISTING GATE VALVE.
2. THE CONTRACTOR SHALL CONTACT BCWWS REGARDING SCHEDULING OF REQUIRED INSPECTIONS RELATING TO THECONNECTION. BCWWS INSPECTIONS ARE SPECIFICALLY REQUIRED FOR TIE-INS OR WET TAPS TO EXISTING WATER MAINS,JUMPER ASSEMBLY CONNECTION INSTALLATION, FLUSHING, PRESSURE TESTING, DISINFECTION, SAMPLING, PLUGGING OFSAMPLING POINTS AND PERMANENT CONNECTION OF THE NEW WATER MAIN. THE CONTRACTOR SHALL FOLLOW ALLPROCEDURES STRICTLY IN ACCORDANCE WITH BCWWS STANDARDS.
3. THE JUMPER ASSEMBLY (2" DIAMETER FLANGE TO FLANGE) WILL BE SUPPLIED BY BCWWS AND INSTALLED AND TESTED BYTHE CONTRACTOR, IN COORDINATION WITH THE ENGINEER OF RECORD (EOR) AND BCWWS. OTHER MATERIALS ANDINSTALLATION REQUIRED FOR THE CONNECTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE UNDERGROUNDFITTINGS SHALL BE RESTRAINED MECHANICAL JOINT TYPE. ALL MATERIALS SHALL BE PER THE BCWWS APPROVEDPRODUCT SPECIFICATION SHEETS. THE JUMPER SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL IT IS REMOVED. JUMPERASSEMBLIES 3" AND LARGER SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR IN COORDINATION WITH BCWWS.
4. ALL NEW WATER MAINS SHALL BE FLUSHED, PRESSURE TESTED AND DISINFECTED. NEW MAINS SHALL NOT BE PLACED INTOSERVICE UNTIL THE BACTERIOLOGICAL TEST RESULTS ARE SATISFACTORY AND A WRITTEN APPROVAL HAS BEEN OBTAINEDFROM BCWWS, AS WELL AS CERTIFICATION FROM THE FLORIDA DEPARTMENT OF HEALTH.
5. THE WATER MAINS SHALL BE PRESSURE TESTED AFTER FLUSHING AND PRIOR TO DISINFECTION. ALL VALVES SHALLREMAIN CLOSED DURING THE PRESSURE TEST AND WILL NOT BE OPENED UNTIL THE RESULTS OF PRESSURE TESTING ANDBACTERIOLOGICAL TESTING ARE SATISFACTORY AND THE SYSTEM HAS BEEN ACCEPTED FOR OPERATION BY BCWWS, ANDHAS RECEIVED CERTIFICATION FROM THE FLORIDA DEPARTMENT OF HEALTH.
6. DISINFECTION SHALL BE CONDUCTED IN ACCORDANCE WITH AWWA C651. A MINIMUM PRESSURE OF 25 PSI SHALL BEMAINTAINED IN THE NEW MAIN AFTER DISINFECTION AT ALL TIMES.
7. PERMANENT CONNECTION TO EXISTING MAINS BY OPENING OF MAIN VALVES SHALL NOT BE MADE PRIOR TOBACTERIOLOGICAL CLEARANCE AND UNTIL APPROVED BY BCWWS AND CERTIFIED BY THE FLORIDA DEPARTMENT OFHEALTH.
8. UPON BACTERIOLOGICAL CLEARANCE, THE SAMPLING POINTS SHALL BE REMOVED AND PLUGGED BY THE CONTRACTOR.THE CONTRACTOR SHALL MAKE THE PERMANENT CONNECTION IN THE PRESENCE OF A BCWWS INSPECTOR. THE PIPE ANDFITTINGS FOR CONNECTION SHALL BE DISINFECTED BY SPRAYING AND SWABBING WITH CHLORINE. THE JUMPER ASSEMBLY(FLANGE TO FLANGE) WILL BE REMOVED BY THE CONTRACTOR IN COORDINATION WITH BCWWS. THE CONTRACTOR SHALLREMOVE THE REMAINDER OF THE JUMPER CONNECTION PIPING AND PLUG THE CORPORATION STOP VALVES.
FILLING AND FLUSHING
JUMPER CONNECTION
REPLACES FORMER
205
FIGURE
205B
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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24" M
IN
12" M
IN
VARIES 30" M
IN
WATER MAIN
COPPER TUBING OR
AS APPROVED BY WWS
VALVE
FINISHED
GRADE
1" CORPORATION STOP
STAINLESS STEEL
DOUBLE STRAP
TAPPING SADDLE
NOTES:
1. SAMPLE POINTS SHALL BE LOCATED AND LATER REMOVED AS
REQUIRED BY BROWARD COUNTY HEALTH DEPARTMENT.
2. CORPORATION STOP SHALL BE CLOSED AND PLUGGED/CAPPED
WITH A BRASS FITTING AFTER HEALTH DEPARTMENT CLEARANCE.
3. SAMPLING POINTS MAY BE PLACED AT THE ENDS OF WATER
SERVICES BEFORE THE METERS AND ON BLOW OFFS FOR
TERMINAL WATER MAINS, WHERE SERVICES AND BLOW OFFS ARE
REQUIRED BY THE PLANS.
SAMPLING POINT
REPLACES FORMER
DWG NO.6
FIGURE
206
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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THIS DETAIL APPLIES ONLY TO RESIDENTIAL ROADS WITH
LESS THAN 70' R.O.W. (NO MEDIAN) OR WITHIN EASEMENTS
24"
SEE
NOTE 5
45°
SEE METER BOX
FIG. 226,227, 228
GALVANIZED OR BLACK IRON
CASING PIPE UNDER
PAVING (PLUG BOTH
ENDS AFTER CARRIER
SERVICE TUBING IS
INSTALLED WITH
URETHANE FOAM.
COMPRESSION FITTING
SEE NOTE 5
POLYETHYLENE TUBING
(COPPER TUBING SIZE) OR
TYPE "K" COPPER TUBING
CORPORATION STOP
(OPERATING NUT ON TOP)
STAINLESS STEEL
DOUBLE STRAP
SERVICE CLAMP
WATER MAIN
NOTES:
1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED NOT LESS THAN 18"
ON CENTER. NO TAPS SHALL BE CLOSER THAN 18" TO A JOINT.
2. 1" SERVICE REQUIRE A 2" MINIMUM INSIDE DIAMETER CASING PIPE.
3. 2" SERVICE REQUIRE A 3" MINIMUM INSIDE DIAMETER CASING PIPE.
4. ALL CASING PIPE SHALL EXTEND A MINIMUM OF 2' BEYOND THE EDGE OF PAVED
STREETS.
5. FOR 1" SERVICE LINES THE MINIMUM RADIUS SHALL BE 14".
FOR 2" SERVICE LINES THE MINIMUM RADIUS SHALL BE 21".
6. ALL CASING PIPE ENDS SHALL BE FILED SMOOTH WITH NO BURRS AND SEALED
WITH URETHANE FOAM.
7. THE POLYETHYLENE OR COPPER TUBING SHALL BE ONE CONTINUOUS PIECE FROM
THE CORPORATION STOP TO THE CHECK VALVE. NO JOINTS WILL BE PERMITTED
BETWEEN THESE POINTS.
24" MIN. COVER
TYPE 1 WATER
SERVICE CONNECTION
REPLACES FORMER
DWG NO.1A
FIGURE
221
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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THIS DETAIL APPLIES ONLY TO COUNTY ARTERIAL AND
COLLECTOR ROADS (70' TO 120' R/W) AND ALL STATE ROAD R/W
24"
℄
36" MIN. COVER
MEDIAN
(IF APPLICABLE)
STREET PAVING
SEE METER
BOX FIG. 226
227, 228
SEE NOTE 5
GALVANIZED OR BLACK IRON
CASING PIPE UNDER
PAVING (PLUG BOTH
ENDS AFTER CARRIER
SERVICE TUBING IS
INSTALLED WITH
URETHANE FOAM.
POLYETHYLENE TUBING
(COPPER TUBING SIZE) OR
TYPE "K" COPPER TUBING
COMPRESSION FITTING
CORPORATION STOP
(OPERATING NUT ON TOP)
DOUBLE STRAP
SERVICE CLAMP
WATER MAIN
NOTES:
1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED NOT LESS THAN 18" ON
CENTER. NO TAPS SHALL BE CLOSER THAN 18" TO A JOINT.
2. 1" SERVICES REQUIRE A 2" MINIMUM INSIDE DIAMETER CASING PIPE.
3. 2" SERVICES REQUIRE A 3" MINIMUM INSIDE DIAMETER CASING PIPE.
4. ALL CASING PIPE SHALL EXTEND A MINIMUM OF 2' BEYOND THE EDGE OF PAVED STREETS.
5. FOR 1" SERVICE LINES THE MINIMUM RADIUS SHALL BE 14". FOR 2" SERVICE LINES THE
MINIMUM RADIUS SHALL BE 21".
6. ALL CASING PIPE ENDS SHALL BE FILED SMOOTH WITH NO BURRS AND SEALED WITH
URETHANE FOAM.
7. THE POLYETHYLENE OR COPPER TUBING SHALL BE ONE CONTINUOUS PIECE FROM THE
CORPORATION STOP TO THE CHECK VALVE. NO JOINTS WILL BE PERMITTED BETWEEN
THESE POINTS.
TYPE 2 WATER
SERVICE CONNECTION
REPLACES FORMER
DWG NO.1B
FIGURE
222
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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ALTERNATIVELY, THE WATER
MAIN CAN BE TAPPED FOR
EACH METER WITH 2" TUBING.
METERMETER
1. ALL JOINTS TO BE RESTRAINED.
2" METER SET
(SEE FIG. 228
FOR WATER METER
INSTALLATION)
2" POLYETHYLENE
TUBING (COPPER
TUBING SIZE) OR 2"
TYPE "K" COPPER
TUBING (TYP.)
21" MINIMUM
RADIUS (TYP.)
4" PLUG WITH 2" TAP
& 2" CORPORATION
STOP (TYP.)
4" MECHANICAL JOINT TEE
4" GATE VALVE
(OMIT IF LESS THAN 16'
TO MAIN LINE)
4" DUCTILE IRON WATER MAIN
4" GATE VALVE
WATER MAIN
( SIZE VARIES)
TAPPING SADDLE
OR MECHANICAL
JOINT TEE
METER INSTALLATION
FOR TWO 2" METERS
REPLACES FORMER
DWG NO.3D
FIGURE
224
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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WORDING TO BE
EMBOSSED INTO LID.
BROWARD COUNTY
WATER
POTABLE WATER METER BOX COVER
FIGURE
225
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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C METER BOX
L
FLOW
3"
9" M
AX
METER
SIZE
LAYING
LENGTH
(IN)
HEIGHT
(IN)
5
8
"
1"
7.5
10.75
4.56
5.75
TUBING
SIZE
(IN)
1"
2"
CONCRETE SIDEWALK
(SEE NOTE 4 & 6)
METER
METER BOX WITH
DUCTILE IRON COVER,
SIZE : 14"x16"x12" HIGH
R/W OR
EASEMENT
METER BOX
POLYETHYLENE TUBING
(COPPER TUBING SIZE) OR
TYPE "K" COPPER TUBING
PEA ROCK
METER COUPLING (TYP)
NOTES:
1. ALL STRUCTURES TO BE TRAFFIC BEARING TYPE.
2. CURVE IN SERVICE LINE SHALL BE AS CLOSE TO METER BOX AS PRACTICAL, WITH A MINIMUM RADIUS OF BE 14" FOR 1"
TUBING AND 21" FOR 2" TUBING.
3. ALL METERS WILL BE SUPPLIED AND INSTALLED BY WWS. METER HAS IRON PIPE THREAD MALE CONNECTION ON EACH END.
4. WHEN SIDEWALKS ARE PRESENT, OR PLANNED FOR IN THE R/W, THE BACK EDGE OF THE METER BOX SHALL LINE UP WITH THE
BACK EDGE OF THE SIDEWALK.
5. METER SHALL BE CENTERED IN BOX DIRECTLY UNDER THE ACCESS LID. BALL VALVE AND BOTH METER COUPLINGS SHALL BE
VISIBLE IN THE METER BOX.
6. WHEN THERE ARE NO SIDEWALKS, CONSTRUCT 6" WIDE x 6" THICK CONCRETE COLLAR AT GRADE.
7. AT BOTH PIPE PENETRATIONS THROUGH THE FABRIC WRAP, THE FABRIC SHALL BE PULLED TIGHT AROUND THE PIPE AND
SECURED WITH TWO GRADE 316 STAINLESS STEEL HOSE CLAMPS TO PROVIDE A TIGHT SEAL AROUND PIPE.
8. DUAL CHECK ON SINGLE FAMILY HOUSE METERS ONLY. ALL OTHER METERS TO HAVE DOWNSTREAM ABOVE-GROUND BACK
FLOW PREVENTER.
1" OR 2" POLYETHYLENE TUBING
(COPPER TUBING SIZE) OR
1" OR 2" TYPE "K" COPPER TUBING
COMPRESSION FITTING
FABRIC WRAP
SEE NOTE 7.
6" MIN
(TYP)
BRONZE, LOCKABLE
RESILIENT BALL VALVE
(OUTLET)
BRASS
PIPE
THREADED END
(MALE) W/CAP
9"
CUSTOMER'S
PIPE
CUSTOMER'S
PIPE
BRONZE, LOCKABLE RESILIENT
BALL VALVE (INLET)
DUAL CHECK
(SEE NOTE 8)
DUAL CHECK
(SEE NOTE 8)
WATER METER INSTALLATION
FOR
5
8
" AND 1" METERS
REPLACES FORMER
DWG NO.3A
FIGURE
226
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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1. ALL STRUCTURES TO BE TRAFFIC BEARING TYPE.
2. CURVE IN SERVICE LINE SHALL BE AS CLOSE TO METER BOX AS PRACTICAL,
WITH A MINIMUM RADIUS SHALL BE 21" FOR 2" TUBING.
3. ALL METERS WILL BE SUPPLIED AND INSTALLED BY WWS. METER HAS IRON PIPE
THREAD MALE CONNECTION ON EACH END.
4. WHEN SIDEWALKS ARE PRESENT, OR PLANNED FOR IN THE R/W, THE BACK EDGE
OF THE METER BOX SHALL LINE UP WITH THE BACK EDGE OF THE SIDEWALK.
5. METER SHALL BE CENTERED IN BOX DIRECTLY UNDER THE ACCESS LID. BALL
VALVE AND METER COUPLINGS SHALL BE VISIBLE INSIDE THE METER BOX.
6. WHEN THERE ARE NO SIDEWALKS, CONSTRUCT 6" WIDE x 6" THICK CONCRETE
COLLAR AT GRADE.
7. AT BOTH PIPE PENETRATIONS THROUGH THE FABRIC WRAP, THE FABRIC SHALL
BE PULLED TIGHT AROUND THE PIPE AND SECURED WITH TWO GRADE 316
STAINLESS STEEL HOSE CLAMPS TO PROVIDE A TIGHT SEAL AROUND PIPE.
8. DUAL CHECK ON SINGLE FAMILY HOUSE METERS ONLY. ALL OTHER METERS TO
HACVE DOWNSTREAM ABOVEGROUND BACK FLOW PREVENTER.
3" M
IN
9"
MAX
FLOW
TWO 5/8" WATER METERS BY
WWS WITH IRON PIPE THREAD
MALE CONNECTION ON EACH
END
METER BOX WITH
DUCTILE IRON COVER
SIZE : 14" x 16"x12" HIGH
CONCRETE
SIDEWALK
SEE NOTES 4 & 6
2" POLYETHYLENE TUBING
(COPPER TUBING SIZE) OR
2" TYPE "K" COPPER TUBING
1" BRANCH VALVE
ASSEMBLY
R/W OR
EASEMENT
2" POLYETHYLENE TUBING
(COPPER TUBING SIZE) OR
2" TYPE "K" COPPER TUBING
PEA ROCK
METER BOX
1" COMPRESSION
FITTING
6" MIN
(TYP)
BRONZE, LOCKABLE
RESILIENT BALL
VALVE (OUTLET)
FABRIC WRAP
SEE NOTE 7.
METER COUPLING (TYP)
C METER
L
BOX
BRASS
PIPE
BRONZE, LOCKABLE RESILIENT
BALL VALVE (INLET)
CUSTOMER'S
PIPE
9"
THREADED END
(MALE) W/CAP
DUAL CHECK
(SEE NOTE 8)
DUAL CHECK
(SEE NOTE 8)
DOUBLE METER INSTALLATION
FOR TWO
5
8
" METERS
REPLACES FORMER
DWG NO.3B
FIGURE
227
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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FLOW
C
L
1. ALL STRUCTURES TO BE TRAFFIC BEARING TYPE.
2. CURVE IN SERVICE LINE SHALL BE AS CLOSE TO METER BOX AS PRACTICAL, WITH
A MINIMUM RADIUS SHALL BE 21" FOR 2" TUBING.
3. ALL METERS WILL BE SUPPLIED AND INSTALLED BY WWS. METERS ARE FLANGED.
4. WHEN SIDEWALKS ARE PRESENT, OR PLANNED FOR IN THE R/W, THE BACK EDGE
OF THE METER BOX SHALL LINE UP WITH THE BACK EDGE OF THE SIDEWALK.
5. METER SHALL BE CENTERED IN BOX DIRECTLY UNDER THE ACCESS LID.
6. WHEN THERE ARE NO SIDEWALKS, CONSTRUCT 6" WIDE x 6" THICK CONCRETE
COLLAR AT GRADE.
7. AT BOTH PIPE PENETRATIONS THROUGH THE FABRIC WRAP, THE FABRIC SHALL BE
PULLED TIGHT AROUND THE PIPE AND SECURED WITH TWO GRADE 316 STAINLESS
STEEL HOSE CLAMPS TO PROVIDE A TIGHT SEAL AROUND PIPE.
9"
MAX
METER
SIZE
LAYING LENGTH
(IN)
HEIGHT
(IN)
1
1
2
"
2"
13
17
6
7
8
"
7
17
32
"
METER BOX
BRONZE, LOCKABLE
RESILIENT BALL
VALVE (OUTLET)
CONCRETE
SIDEWALK
SEE NOTES 4 & 6
METER BOX WITH
DUCTILE IRON COVER,
SIZE : 13"x24"x12" HIGH
R/W OR
EASEMENT
METER
(FLANGED)
CONCRETE
SIDEWALK
2" POLYETHYLENE
TUBING (COPPER
TUBING SIZE) OR
2" TYPE "K"
COPPER TUBING
PEA ROCK
COMPRESSION
FITTING
6" MIN
(TYP)
3" M
IN
FABRIC WRAP
SEE NOTE 7
FLANGED METER
BRASS PIPE
BRONZE, LOCKABLE
RESILIENT BALL
VALVE (INLET)
9"
CUSTOMER'S
PIPE
THREADED END
(MALE) W/CAP
WATER METER INSTALLATION
FOR 1
1
2
" OR 2" METERS
REPLACES FORMER
DWG NO.3C
FIGURE
228
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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RIG
HT O
F W
AY LIN
E
3
'
-
0
"
R
1. HYDRANT COATED WITH OSHA SAFETY YELLOW REFLECTIVE PAINT.
2. USE RESTRAINED JOINTS FOR THE ENTIRE ASSEMBLY SHOWN.
3. HYDRANT SET BACK SHALL CONFORM TO FDOT AND BCHCED REQUIREMENTS, WHERE APPLICABLE.
4. GATE VALVE IS NORMALLY LOCATED NEXT TO TEE.
5. IF DISTANCE FROM MAIN LINE TO FIRE HYDRANT IS GREATER THAN 20 FEET ANOTHER GATE VALVE WILL BE
PROVIDED CLOSE TO THE HYDRANT. THIS SECOND VALVE SHALL BE INSTALLED WITHIN 5' OF THE FIRE
HYDRANT. CHECK VALVE SHALL BE WITHIN 3' OF FIRE HYDRANT UNLESS CHECK VALVE INTEGRAL TO
HYDRANT ASSEMBLY.
6. HYDRANT FEED PIPE MAY BE TAPPED FOR A SERVICE LINE UPSTREAM OF THE ISOLATION GATE VALVE.
7. A BLUE RAISED REFLECTIVE PAVEMENT MARKER SHALL BE PLACED AT THE CENTER LINE OF THE OUTSIDE
ROADWAY LANE TO IDENTIFY THE FIRE HYDRANT LOCATION.
6"
30" M
IN
TO
P O
F PIPE
BU
RY D
EPTH
AS REQ
UIRED
6"
7.5' OR SEE NOTE 3VARIES
℄
SEE NOTES
2,4 & 5
18" M
IN
24" M
AX
6"
CONCRETE PAD
(2'x2' OR 2'
DIAMETER)
SWING FLEX
CHECK VALVE
6" PIPE
(MIN)
FOUR BOLLARDS (4-INCH
DIAMETER) REQUIRED, OR
AS OTHERWISE DIRECTED
BY WWS (TYP).
GATE VALVE
6" PIPE
MECHANICAL
JOINT TEE
FIRE HYDRANT (PUMPER NOZZLE
FACING ACCESS R/W OR STREET)
SEE FIG. 123
SEE FIG. 121
FINISHED GRADE
UN
DISTU
RBED
SO
IL
ADJUSTABLE
SCREW TYPE DI
OR CAST IRON
VALVE BOX
WITH COVER
MECHANICAL
JOINT TEE
6" PIPE
6" SPOOL PIECE
6" GATE VALVE
UNDISTURBED
SOIL
6" FLANGE BY
PLAIN END
SPOOL PIECE
BREAK AWAY
FLANGE TO BE
3" TO 6" ABOVE
FINISHED GRADE
DRAIN HOLES TO BE
OMITTED OR PLUGGED
IN-LINE OR INTEGRAL
CHECK VALVE
FIRE HYDRANT
INSTALLATION
REPLACES FORMER
DWG NO.8
FIGURE
231
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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30" M
IN
FINISHED
GRADE
SECOND GATE VALVE ONLY REQUIRED IF
DISTANCE FROM MAIN TO VERTICAL PIPE
IS GREATER THAN 20 FEET
6" MIN.
6" MIN.
INTEGRAL BYPASS METER
(NO LARGER THAN 2")
HIGH FLOW METER
PLAN
PROFILE
STRAINER
PROPERLY ANCHORED
ADJUSTABLE
304 STAINLESS STEEL
(MIN.) SCREW TYPE
JACK SUPPORT (TYP.)
6" THICK BY 24" WIDE
CONCRETE SLAB
MIN. 3000 PSI
18" MIN.
OS & Y
GATE VALVE
PRIVATE RPZ
BCWWS
OWNERSHIP
AND
RESPONSIBILITY
PROPERTY OWNER'S
OWNERSHIP AND RESPONSIBILITY
R/W OR
EASEMENT LINE
FLOW
FLOW
12" MIN.
TEST PORT
PER BCWWS
PRODUCT SPECIFICATION SHEETS
CHAIN
ADJUSTABLE
SCREW TYPE DI
OR CAST IRON
VALVE BOX
WITH COVER
GATE VALVE
OS & Y GATE VALVE
1. ALL ABOVE-GROUND PIPING, FITTINGS, GATE VALVES AND CHECK VALVES AND THE METER
ASSEMBLY SHALL BE PAINTED WITH POLYURETHANE COATING (BLUE).
2. CURB STOPS TO FACE EACH OTHER.
STRAINER
SPOOL WITH
2" THREADED
WELD-O-LET AND
LOCKABLE CURB STOP
(SEE NOTE 2)
3" OR 4" DOMESTIC WATER SERVICE
FIGURE
234
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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PROPERTY OWNERS
OWNERSHIP AND RESPONSIBILITY
30" M
IN
PROFILE
1. THE DOUBLE CHECK DETECTOR ASSEMBLY SHALL BE PRIVATELY OWNED BY
PROPERTY OWNER. WWS WILL ONLY MAINTAIN THE BYPASS METER.
2. FIRE SYSTEM TO BE CONSTRUCTED/TESTED IN ACCORDANCE WITH NFPA STDS. & ALL
APPLICABLE CODES.
3. 1" VENT PIPE TO BE REMOVED AFTER WWS APPROVAL.
4. INTEGRAL BYPASS METER MUST COME WITH A RED REGISTER CAP METER.
5. PROVIDE RED POLYURETHANE COATING.
PLAN
WWS OWNERSHIP
AND RESPONSIBILITY
DEDICATED FIRE SYSTEM
WWS TEST LIMIT
R/W OR
EASEMENT LINE
1" VENT PIPE
TAPPED PLUG
FOR FUTURE
WATER EXTENSION
POINT OF SERVICE
FOR FIRE SYSTEM
R/W OR
EASEMENT LINE
1" VENT PIPE
POINT OF SERVICE
FOR FIRE SYSTEM
FINISHED
GRADE
GATE
VALVE
DOUBLE CHECK
DETECTOR ASSEMBLY
GATE
VALVE
GATE
VALVE
INTEGRAL BYPASS
METER
OS&Y GATE VALVE (TYPICAL)
TYPE 1
PRIVATE FIRE PROTECTION
4", 6" AND 8" DIAMETER CONNECTION
REPLACES FORMER
DWG NO.9A
FIGURE
235
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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30" M
IN
FLOW
PROPERTY OWNERS
OWNERSHIP AND RESPONSIBILITY
4' MAX TYP.
1. THE DOUBLE CHECK VALVE SHALL BE PRIVATELY OWNED BY THE PROPERTY OWNER.
2. EASEMENT SHALL BE PROVIDED IN ACCORDANCE WITH WWS MINIMUM REQUIREMENTS.
3. ALL ABOVE-GROUND PIPE SHALL BE FLANGED, DI (DUCTILE IRON) TYPE.
4. ALL PIPE LEADING FROM WATER MAIN TO FLANGED PIPING SHALL BE D.I. PIPE, RESTRAINED JOINTS.
5. ALL ABOVE-GROUND PIPING, FITTINGS, GATE VALVES AND CHECK VALVES AND THE METER ASSEMBLY
SHALL BE PAINTED WITH POLYURETHANE COATING (BLUE).
90° ELBOW
PLAN
PROFILE
COMBINED DOMESTIC WATER SERVICE
AND FIRE PROTECTION
20' U
TILITY
EASEM
EN
T
18"
WWS OWNERSHIP
AND RESPONSIBILITY
WWS TEST LIMIT
10' UTILITY EASEMENT
12"
EXIST WATER MAIN
GATE VALVE
METER WITH TEST PORT PER PRODUCT
SPECIFICATION SHEET
STRAINER
GATE VALVE
FIRE SERVICE
ASSEMBLY
GV
GV
GV
18" SPOOL
PIECE
DOUBLE CHECK
BACKFLOW
PREVENTER
GATE VALVE
6" THICK SLAB 3' WIDE
RUNNING 12" MIN. PAST
TWO (2) VERTICAL PIPES
PROPERLY ANCHORED
ADJUSTABLE
STAINLESS STEEL
SCREW TYPE
JACK SUPPORT
FINISHED
GRADE
SPOOL WITH
2" THREADED
WELD-O-LET AND
LOCKABLE CURB STOP
(TYPICAL) (SEE NOTE 5)
OS & Y GATE VALVE (TYPICAL)
TYPE 2 PRIVATE
FIRE PROTECTION
4", 6" AND 8" DIAMETER CONNECTION
REPLACES FORMER
DWG NO.9B
FIGURE
236
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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FLOW
30" M
IN
CO
VER
FIRE
SERVICE
FIRE
SERVICE
1. THE DOUBLE CHECK VALVE SHALL BE PRIVATELY OWNED BY PROPERTY OWNER.
2. FIRE SYSTEM TO BE CONSTRUCTED/TESTED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION
STANDARDS AND ALL APPLICABLE CODES.
3. METER BOX AND SERVICE LINE SHALL BE IN ACCORDANCE WITH WWS STANDARD DETAIL FOR
WATER METER INSTALLATION AND NATIONAL FIRE PROTECTION STANDARDS AND CODES. USE TYPE "K"
COPPER TUBING AND BRASS OR COPPER FITTINGS.
4. METER AND BACKFLOW DEVICE SHALL BE THE SAME SIZE.
PROFILE
PLAN
TAPPING SADDLE
CORPORATION STOP
PIPE FOR FIRE PROTECTION
PRIVATE DETECTOR BACKFLOW PREVENTER
R/W OR
EASEMENT LINE
POINT OF SERVICE
FOR FIRE SYSTEM
2" RESILIENT BALL
VALVE (LOCKABLE)
2" TUBING
COMPRESSION FITTING
CORPORATION STOP
WATER MAIN
TAPPING SADDLE
FINAL
GRADE
FIRE SERVICE METER
W/RED REGISTER CAP
WWS OWNERSHIP
AND RESPONSIBILITY
PROPERTY OWNERS
OWNERSHIP AND RESPONSIBILITY
TYPE 3 PRIVATE
FIRE PROTECTION
2" DIAMETER CONNECTION
REPLACES FORMER
DWG NO.9C
FIGURE
237
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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1. 2" TAP IN BOTTOM OF PLUG.
2. USE RESTRAINED JOINT PIPE.
3. IN GRASS AREA USE CONCRETE
COLLARS, 6" THICK.
30"
PROFILE
6"
MIN
6"
3"
PEA ROCK
FINISHED GRADE
TRAFFIC BEARING
VALVE BOX AND COVER
2" THREADED
BRASS PLUG
RESTRAINED
PLUG
2" BRONZE
ANGLE VALVE
90° STREET
ELBOW SCH 40
STAINLESS STEEL
2" PIPE SCH 40
STAINLESS STEEL
DUCTILE IRON PIPE
WATER MAIN
GATE VALVE
2" - 90° ELBOW SCH 40
STAINLESS STEEL
11
1
4
" ID MIN.
12"
MAX.
MANUAL BLOW OFF
REPLACES FORMER
DWG NO.5A
FIGURE
252
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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6"
3" MIN
PVC SCH 80
FILTER FABRIC
PEA ROCK
GATE VALVE
AUTOMATIC BLOW OFF
WATER MAIN
36" DIA. PERF. PIPE
24"
CONC. COLLAR
6"
TAPPED PLUG
AUTOMATIC BLOW OFF
PROFILE
REPLACES FORMER
DWG NO.5C
FIGURE
253
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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WATER MAIN
AUTOMATIC BLOW OFF
(USE 4 BOLLARDS OFF R/W)
2" SCH 80 PVC PIPE
R/W LINE
2" PE
WATER SERVICE
EDGE
OF
PAVEMENT
TAPPED PLUG
GATE VALVE
AUTOMATIC BLOW OFF
PLAN
REPLACES FORMER
DWG NO.5B
FIGURE
254
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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NEWLY CONSTRUCTED AND CLEARED MAIN
NOTES:
1. UPON COMPLETION OF THE PIPE INSTALLATION FOR ANY SECTION, ALL NEW WATER MAINS SHALL BE CANNON FLUSHED TO
REMOVE DIRT AND ANY OTHER FOREIGN MATTER.
2. CANNON FLUSHING OF NEW WATER MAINS SHALL PROCEED ONLY AFTER HEALTH DEPARTMENT CLEARANCE IS RECEIVED.
3. CONTRACTOR IS CAUTIONED THAT GOVERNING AGENCIES OR UTILITIES MAY HAVE REGULATIONS LIMITING OR
PROHIBITING DISCHARGE INTO SEWERS, SURFACE WATERS, CANALS, DITCHES AND OTHER CONVEYANCES/RETENTION
AREAS. ALL COMPLIANCE WITH GOVERNING AGENCY REQUIREMENTS (INCLUDING PERMITTING, IF REQUIRED) IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
4. INSTALL A TEMPORARY 45° BEND AND ASSOCIATED TEMPORARY PIPING AS SHOWN TO DIRECT THE FLUSHING WATER
AWAY FROM THE IMMEDIATE WORK AREA AND EXERCISE DUE CARE SO AS TO ENSURE THAT THE WATER USED IN
FLUSHING DOES NOT CAUSE A NUISANCE OR INFLICT PROPERTY DAMAGE.
5. CONTRACTOR SHALL INSTALL A TEMPORARY PRESSURE GAUGE AT OR NEAR THE FILL AND FLUSH LOCATION. CONTRACTOR
SHALL MONITOR AND MAINTAIN A MINIMUM PRESSURE OF 40 PSI AT ALL TIMES. THE FILL VALVE WILL BE OPENED AND
CLOSED SLOWLY TO AVOID RAPID PRESSURE CHANGES IN THE WATER SYSTEM.
6. BENDS AND PIPING SHALL BE THE SAME SIZE OR LARGER AS THE LINE BEING FLUSHED.
7. ALL PIPING SHALL BE MECHANICALLY RESTRAINED IN ACCORDANCE WITH WWS STANDARDS.
8. FLUSHING LOCATIONS ARE TO BE PROPOSED BY CONTRACTOR AND APPROVED BY ENGINEER OF RECORD.
9. PRIOR TO THE ACTUAL LINE FLUSHING OPERATION THE CONTRACTOR SHALL SCHEDULE INTENDED WATER USE WITH WWS.
10. NO EXISTING VALVES SHALL BE OPERATED, EXCEPT BY AUTHORIZED WWS PERSONNEL.
11. FLUSHING SHALL NOT BE ACCOMPLISHED WITHOUT THE ACTUAL PRESENCE OF THE WWS INSPECTOR.
12. AFTER THE WATER MAIN UNDER CONSTRUCTION HAS BEEN SUCCESSFULLY FLUSHED THE CONTRACTOR SHALL REMOVE ALL
TEMPORARY FACILITIES AND PROCEED WITH THE REMAINING CONSTRUCTION AS SPECIFIED. CLOSE CORPORATION STOPS
AND PLUG/CAP WITH BRASS FITTINGS.
EXISTING MAIN
(IN-SERVICE)
TEMPORARY
CANNON FLUSH
TEMPORARY CAP (MJ)
(WHEN NOT FLUSHING)
FLOOD OR HIGHEST
OVERFLOW ELEVATION
TEMPORARY PRESSURE GAUGE
IN CORPORATION STOP
2D
(24" M
IN
)
D
VALVES TO REMAIN CLOSED UNTIL
HEALTH DEPARTMENT CLEARANCE
CAPPED CORPORATION STOP
(SEE FIGURE 205)
CANNON FLUSHING
FOR NEWLY CONSTRUCTED
WATER MAINS
REPLACES FORMER
N/A
FIGURE
255
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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WH
ERE D
EPTH
TO
IN
VERT IS LESS TH
AN
7'-0"
2'-0"
SEE N
OTE 7
1'-6" M
IN
2'-0" M
AX
8"
4'-0"
MIN.
1. MAINTENANCE ACCESS STRUCTURE ADAPTOR COUPLING NEOPRENE BOOT OR APPROVED EQUAL
ARE REQUIRED FOR ALL PIPE MATERIAL OR AS APPROVED BY WWS.
2. MAINTENANCE ACCESS STRUCTURE WALLS TO BE SEAL COATED INSIDE AND OUTSIDE WITH 16
MIL. THICKNESS OF COAL TAR EPOXY. THE 1st COAT IS RED AND THE 2nd COAT IS BLACK.
3. LIFT HOLES THROUGH PRECAST SECTIONS PERMITTED PER OSHA REQUIREMENTS.
4. ALL OPENINGS SHALL BE SEALED WITH WATERPROOF EXPANDING GROUT. SEE FIG. 322
5. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MAINTENANCE ACCESS STRUCTURE TO
DIRECT INFLUENT INTO FLOW STREAM.
6. ALL CONCRETE SHALL BE TYPE II CEMENT, MEETING LATEST ASTM REQUIREMENTS AND
PROVIDED WITH LABORATORY CERTIFICATION ON PRECAST STRUCTURES.
7. THE CHIMNEY AREA SHALL BE MINIMUM OF 4" AND A MAXIMUM OF 12" IN HEIGHT. A MINIMUM
OF 3 GRADE RINGS SHALL BE INSTALLED. SET IN 2 STRIPS OF BUTYL JOINT SEALANT STRIPS
ON EACH SEALING FACE.
8. SET MAINTENANCE ACCESS STRUCTURE FRAME ON 2 STRIPS OF BUTYL JOINT SEALANT
STRIPS PLUS A BED OF PORTLAND CEMENT AND SILICA SAND. APPLY MORTAR ON INSIDE
AND OUTSIDE BUTYL JOINT SEALANT.
9. APPLY MORTAR COATING TO INSIDE AND OUTSIDE OF CHIMNEY. BRING MORTAR UP AND OVER
FRAME.
GRADE RINGS
TRAFFIC TYPE FRAME & COVER
FINISH GRADE
PRECAST CONCRETE
SEALANT (KEY LOWER
& UPPER WALL)
PIPE OUTSIDE DIAMETER
PLUS 4" ALL AROUND WITH
KEYWAY (PRECAST MAINTENANCE
ACCESS STRUCTURE ONLY)
(SEE NOTE 1)
8" CONCRETE SLAB
(CAST MONOLITHICALLY &
INTEGRALLY WITH WALLS
FOR PRECAST MAINTENANCE
ACCESS STRUCTURE ONLY)
SLOPE 1"/FT
PRECAST CONCRETE OR
BRICK BEDDED AND
COVERED WITH GROUT
SHALLOW
MAINTENANCE ACCESS STRUCTURE
REPLACES FORMER
DWG NO.13D
FIGURE
311
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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1"/FT SLOPE
WH
ERE D
EPTH
TO
IN
VERT IS G
REATER TH
AN
7'-0"
2'-0"
MIN
3'-0" MIN
4'-0" MAX
4'-0"
MIN
4"
1. MAINTENANCE ACCESS STRUCTURE ADAPTOR COUPLING NEOPRENE BOOT OR APPROVED EQUAL
ARE REQUIRED FOR ALL PIPE MATERIAL OR AS APPROVED BY WWS.
2. MAINTENANCE ACCESS STRUCTURE WALLS TO BE SEAL COATED INSIDE AND OUTSIDE WITH 16
MIL. THICKNESS OF COAL TAR EPOXY. THE 1st COAT IS RED AND THE 2nd COAT IS BLACK.
3. LIFT HOLES THROUGH PRECAST SECTIONS PERMITTED PER OSHA REQUIREMENTS.
4. ALL OPENINGS SHALL BE SEALED WITH WATERPROOF EXPANDING GROUT. SEE FIG. 322.
5. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MAINTENANCE ACCESS STRUCTURE TO
DIRECT INFLUENT INTO FLOW STREAM.
6. ALL CONCRETE SHALL BE TYPE II CEMENT, MEETING LATEST ASTM REQUIREMENTS AND
PROVIDED WITH LABORATORY CERTIFICATION ON PRECAST STRUCTURES.
7. THE CHIMNEY AREA SHALL BE MINIMUM OF 4" AND A MAXIMUM OF 12" IN HEIGHT. A MINIMUM
OF 3 GRADE RINGS SHALL BE INSTALLED. SET IN 2 STRIPS OF BUTYL JOINT SEALANT STRIPS
ON EACH SEALING FACE.
8. SET MAINTENANCE ACCESS STRUCTURE FRAME ON 2 STRIPS OF BUTYL JOINT SEALANT
STRIPS PLUS A BED OF PORTLAND CEMENT AND SILICA SAND. APPLY MORTAR ON INSIDE
AND OUTSIDE BUTYL JOINT SEALANT.
9. APPLY MORTAR COATING TO INSIDE AND OUTSIDE OF CHIMNEY. BRING MORTAR UP AND OVER
FRAME.
TRAFFIC TYPE
FRAME & COVER
SEE NOTE 7
FINISH GRADE
GRADE RINGS
SEALANT
(KEY LOWER & UPPER WALL)
PIPE OUTSIDE DIAMETER
PLUS 4" CLEARANCE ALL
AROUND WITH KEYWAY
SEE NOTE 1
8" CONCRETE SLAB CAST
MONOLITHICALLY WITH WALLS
PRECAST CONCRETE OR
BRICK BEDDED AND
COVERED WITH GROUT
8"
MORTAR
312
PRECAST
MAINTENANCE ACCESS STRUCTURE
REPLACES FORMER
DWG NO.13A
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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4"
CAST IN
PLACE
BY CO
NTRACTO
R
4'-0"
MIN
1. THE MANUFACTURER'S PORTION OF THE CONCRETE ENCASEMENT FOR
THE DROP CONNECTION SHALL BE POURED INTEGRALLY WITH BOTH THE
MAINTENANCE ACCESS STRUCTURE SLAB AND WALL.
2. DROP CONNECTIONS SHALL BE REQUIRED WHENEVER AN INFLUENT
SEWER IS LOCATED TWO (2) FEET OR MORE ABOVE THE MAIN INVERT
CHANNEL.
3. ALL REQUIREMENTS FOR PRECAST MAINTENANCE ACCESS STRUCTURE
WITHOUT DROP CONNECTIONS WILL ALSO APPLY TO PRECAST
MAINTENANCE ACCESS STRUCTURE WITH DROP CONNECTIONS. SEE
PRECAST MAINTENANCE ACCESS STRUCTURE STANDARD DETAIL FOR
OTHER REQUIREMENTS.
4. ALL PIPE TO BE SAME DIAMETER AS INFLUENT SEWER MAIN.
LINK SEAL OR
PRE-CAST BOOT
BOOT
1' MAXIMUM TO
OUTSIDE OF PIPE BELL
INFLUENT
4" MINIMUM COVER ALL AROUND
SDR 26 OR C-900
PIPE & FITTINGS TO
MATCH INCOMING
PIPE DIAMETER.
PRECAST
MAINTENANCE ACCESS STRUCTURE
DROP CONNECTION
FIGURE
313
REPLACES FORMER
DWG NO.13C
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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VARIES
8"
MIN
3" M
IN
VARIES
1. SEE FIGURE 315 FOR COVER REQUIREMENTS.
2. "O" RING OR RAM NECK SEAL (KEY LOWER & UPPER WALL).
3. ENTIRE BOTTOM SHALL BE POURED IN PLACE AFTER
INSTALLATION OF STRUCTURE. CONCRETE SHALL BE
4,000 PSI, TYPE II.
4. COMPACT BOTTOM OF TRENCH 3' AROUND STRUCTURE
TO 100% OF THE MAX-DENSITY AS PER AASHTO-T-99.
5. MAINTENANCE ACCESS STRUCTURE WALLS TO BE SEAL
COATED INSIDE AND OUTSIDE WITH 16 MIL. THICKNESS
OF COAL TAR EPOXY. THE 1st COAT IS RED AND THE 2nd
COAT IS BLACK.
6"
SEE NOTE 2
SEE NOTE 4
4"
MIN.
CLEARANCE
JOINT SEAL
SEE NOTE 2
SEE NOTE 3
UNDISTURBED EARTH 40LB FELT MONOLITHIC BASE
DOGHOUSE
MAINTENANCE ACCESS STRUCTURE
DETAIL
REPLACES FORMER
DWG NO.13E
FIGURE
314
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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X
X
X
XX
X
X
NON-PENETRATING
PICKHOLE (2)
SANITARY SEWER
GRAVITY SEWER
MAINTENANCE ACCESS STRUCTURE
COVER
REPLACES FORMER
DWG NO.15A
FIGURE
315
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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PLAN OF BOTTOM
AND FLOW CURVES
TYPICAL SECTION
1. PROVIDE SPILLWAY FOR SMOOTH FLOW BETWEEN PIPES
WITH DIFFERENT INVERT ELEVATIONS.
2. SLOPE MAINTENANCE ACCESS STRUCTURE SHELF 1"/FT
MAINTENANCE ACCESS STRUCTURE WALL TO CHANNEL.
3. INVERT CHANNEL TO BE CONSTRUCTED FOR SMOOTH
FLOW WITH NO OBSTRUCTIONS.
4. CHANNEL SHALL BE PRECAST CONCRETE OR FILLED
WITH BRICK COVERED WITH 1" OF MORTAR.
INVERT CHANNEL
FLOW DIRECTIONS
REPLACES FORMER
DWG NO.13B
FIGURE
318
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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PVC
WWS MAY APPROVE ALTERNATE WATER TIGHT CONNECTION.
STANDARD PRECAST
MAINTENANCE ACCESS STRUCTURE
PIPE CONNECTION
PRECAST MAINTENANCE
ACCESS STRUCTURE WALL
WATERPROOF EXPANDING GROUT
STAINLESS STEEL PIPE CLAMP
FLEXIBLE BOOT ADAPTER
MAINTENANCE ACCESS STRUCTURE
CONNECTION DETAIL
REPLACES FORMER
DWG NO.322
FIGURE
322
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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EXISTING SEWER MAIN
NEW SEWER MAIN
WYE BRANCH
SPRINGLINE
SEE NOTES 3 & 4
ROTATE BENDS AS REQUIRED TO ALIGN
SERVICE BRANCH WITH SERVICE PIPE
USE FLEXIBLE COUPLING
WITH STAINLESS STEEL BANDS
FOR PVC/VC PIPE CONNECTION
ALTERNATE ADDITIONAL RISER
AND BEND WHERE REQUIRED
BY GREATER SEWER DEPTH
1. SINGLE SERVICE CONNECTIONS SHALL USE 6" SDR 26 PVC PIPE AND FITTINGS.
2. SINGLE SERVICE CONNECTIONS BELOW 12' DEPTH SHALL BE C-900 PVC UNTIL LESS THAN 12 FOOT DEPTH.
2. USE RISER CONNECTIONS WHERE INVERT OF SEWER IS MORE THAN 7'-0" DEEP.
3. WHERE BELL OF WYE AND SPIGOT OF EXISTING MAIN ARE NOT COMPATIBLE,
USE A SECOND FLEXIBLE COUPLING.
4. RIGID COUPLINGS MAY BE USED IN LIEU OF FLEXIBLE COUPLINGS.
5. MAINTAIN 36" MINIMUM COVER FROM TOP OF SERVICE TO FINISH GRADE;
WHERE NOT TECHNICALLY FEASIBLE CONTACT WWS ENGINEERING.
6. PVC SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH MINIMUM
STANDARDS OF THE UNI-BELL HANDBOOK OF PVC PIPE
DESIGN AND CONSTRUCTION, LATEST EDITION.
4
5
°
M
A
X
PLAN
SECTION A-A
SLOPE UP TO PROPERTY LINE (R/W LINE)
AT MINIMUM 1% SLOPE
TWO 5/8" WATER METERS BY
WWS WITH IRON PIPE THREAD
MALE CONNECTION ON EACH
THREADED END
WYE SEWER
SERVICE CONNECTION
REPLACES FORMER
DWG NO.2A
FIGURE
331
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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FLOW
FROM
CUSTOMER
1. THE CLEAN OUT SHALL BE INSTALLED IN THE MIDDLE OF THE SIDEWALK.
THIS DIMENSION WILL VARY DEPENDING UPON THE WIDTH OF THE
SIDEWALK. 2.5' APPLIES TO 5' SIDEWALK WIDTH. IF SIDEWALKS DO NOT
EXIST, THE CLEAN OUT SHALL BE INSTALLED 2.5' FROM THE RIGHT OF
WAY LINE.
2. A NEW SECTION OF SIDEWALK SHALL BE POURED AROUND THE
CLEAN-OUT BOX WHEN WORKING IN AN AREA WITH EXISTING
SIDEWALKS.
3. IN GRASS AREA USE 24"x24" OR 24" DIAMETER CONCRETE COLLAR.
2.0'
2.5'
5' CONCRETE SIDEWALK
6"
6"
36" M
IN
CO
VER
(SD
R 26 PVC PIPE)
2" (M
IN
)
11" (M
AX)
EASEMENT
OR EDGE OF R/W
CLEAN-OUT BOX AND COVER
(SEE PRODUCT SPECIFICATION SHEET)
18" DIA PEA
ROCK BASE
6" RISER
6" DIAMETER @
1% SLOPE MINIMUM
6" x 6" WYE
6" PLUG
6" THREADED PVC PLUG
WITH 2" X 2" SQUARE NUT
C
L
SEWER SERVICE
CONNECTION AT PROPERTY
LINE OR EASEMENT LINE
PROFILE
REPLACES FORMER
DWG NO.4A
FIGURE
341
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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LO
T LIN
E
LO
T LIN
E
SANITARY SEWER GRAVITY MAIN
SANITARY SEWER GRAVITY MAIN
6'
2.0'
2.5'
6' TYP
2.0'
2.5'
6'
TYPICAL DOUBLE SERVICE LATERAL DETAIL
NTS
TYPICAL SINGLE SERVICE LATERAL DETAIL
NTS
6" PLUG
R/W OR EASEMENT LINE
5' CONCRETE SIDEWALK
(WHERE APPLICABLE)
6" CLEANOUT (TYP)
6" PVC SERVICE
LATERAL @ 1% SLOPE MINIMUM
6"x6"x6" WYE
R/W OR EASEMENT LINE
6" PLUG
5' CONCRETE SIDEWALK
(WHERE APPLICABLE)
6" PVC SERVICE LATERAL
@ 1% SLOPE MINIMUM
6" CLEANOUT (TYP)
SEWER SERVICE
CONNECTION AT PROPERTY
LINE OR EASEMENT LINE
PLAN
REPLACES FORMER
DWG NO.4B
FIGURE
342
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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36" (MIN)
(SEE NOTE 1)
12"
MIN
12"
MIN
LINER
HOST PIPE
(CLAY OR PVC)
COUPLINGS
SIZE TO PIPE O.D.
SDR 26 PVC PIPE
(SEE NOTE 2)
1. FOR MAINS LARGER THAN 8"
THIS DIMENSION SHALL BE
THE FITTING DIAMETER PLUS 24"
2. FOR DEPTHS GREATER THAN
12 FEET, USE C-900 PVC PIPE
SERVICE CONNECTION ON
LINED GRAVITY SEWER
FIGURE
353
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
M:\PLAN
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* 10' MIN.
PROFILE
PLAN
4" FORCE MAIN
6" FORCE MAIN
6" 45° BEND
6" FORCE MAIN
6" 45° BEND
8" GRAVITY
SEWER
MAINTENANCE ACCESS STRUCTURE
INCREASER
6" 45° BEND
WALL PENETRATING
SEAL (SEE PRODUCT
SPECIFICATION SHEETS)
MAINTENANCE
ACCESS
STRUCTURE
CONNECTOR
*INFLUENT SHALL BE PARALLEL WITH
EFFLUENT SIDE OF MAINTENANCE
ACCESS STRUCTURE FOR A MINIMUM
OF 10 FEET FROM MAINTENANCE
ACCESS STRUCTURE WALL
NOTES:
1. TO BE USED ONLY WITH APPROVAL
OF WWS TECHNICAL STANDARDS
COMMITTEE.
2. INTERIOR OF MAINTENANCE ACCESS
STRUCTURE TO BE COATED AS
DIRECTED BY WWS.
4" PLUG VALVE
FORCE MAIN CONNECTION
TO GRAVITY SEWER
REPLACES FORMER
DWG NO.22
FIGURE
411
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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1. SIGN SHALL BE 0.080 GAUGE ALUMINUM WITH ENGINEERING GRADE
REFLECTIVE PANTONE PURPLE BACK, AND WHITE TEXT AND GRAPHICS.
2. SIGN SHALL BE ANCHORED WITH A 2" SQUARE GALVANIZED POST.
3. MOUNTING HARDWARE SHALL BE STAINLESS STEEL.
4. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING
LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO
THE PUBLIC.
5. SIGN SHALL BE PLACED BY CONTRACTOR IN ACCORDANCE WITH FAC
CHAPTER 62-610 "ACCESS CONTROL AND ADVISORY SIGNS", THE
COUNTY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY WWS.
26"
1 1/2"
26"
1 3/4"
1 1/2"
3
8
" (WHITE)
1
4
"
(PANTONE
PURPLE 522C)
10 1/2"
1 1/2"
1 1/2"
1 1/2"
(WHITE)
SEE NOTE 2
(WHITE)
1" R
(TYP)
1 1/4"
TYPE 1
RECLAIMED WATER SIGN
FIGURE
505
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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1. FOR COMMERCIAL PROPERTIES THE WORD "NEIGHBORHOOD" SHALL BE
REPLACED WITH "AREA".
2. THIS SIGN SHALL BE POSTED AT THE ENTRANCE(S) TO SUBDIVISIONS AND
COMMERCIAL PROPERTIES WHERE RECLAIMED WATER IS INSTALLED.
3. SIGN SHALL BE 0.080 GAUGE ALUMINUM WITH ENGINEERING GRADE REFLECTIVE
PANTONE PURPLE BACK, AND WHITE TEXT AND GRAPHICS.
4. SIGN SHALL BE ANCHORED WITH A 2" SQUARE SHAPED GALVANIZED POST.
5. MOUNTING HARDWARE SHALL BE STAINLESS STEEL.
6. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING
LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE
VISIBLE TO THE PUBLIC.
7. SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE
WITH FAC CHAPTER 62-610 "ACCESS CONTROL AND ADVISORY SIGNS",
THE COUNTY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY WWS.
1 1/4"
26"
3/4"
1
4
"
(PANTONE
PURPLE 522C)
(WHITE)
10 1/2"
1 3/4"
24"
3
8
" (WHITE)
1" R
(TYP)
1 1/2"
3/4"
3 3/4"
SEE NOTE 4
1 1/4"
TYPE 2
RECLAIMED WATER SIGN
FIGURE
506
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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SECTION
PROFILE
FINISHED GRADE
FINISHED GRADE
36" M
IN
.
18"
1. DETECTABLE IDENTIFICATION TAPE SHALL BE INSTALLED DIRECTLY
OVER CENTERLINE OF THE PIPE AT 18-INCHES ABOVE THE PIPE.
2. METALIZED DETECTOR TAPE SHALL BE ONE LAYER OF METALIZED
FOIL LAMINATED BETWEEN TWO LAYERS OF INERT PLASTIC FILM
(MINIMUM 5.5 MILS THICKNESS). TAPE SHALL BE PURPLE
CONTINUOUSLY MARKED "CAUTION, RECLAIMED LINE BURIED BELOW".
IDENTIFICATION TAPE
RECLAIMED MAIN, AWWA
C-900/C-905 PIPE, DR18 (MIN),
COLOR: PANTONE PURPLE
IDENTIFICATION TAPE
RECLAIMED MAIN INSTALLATION
FIGURE
510
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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BERT
1. SUCCESSIVE TAPS INTO THE RECLAIMED MAIN SHALL BE SPACED NOT LESS
THAN 18" ON CENTER. NO TAPS SHALL BE CLOSER THAN 18" TO A JOINT.
2. 1" SERVICES REQUIRE A 2" MINIMUM INSIDE DIAMETER CASING PIPE.
3. 2" SERVICES REQUIRE A 3" MINIMUM INSIDE DIAMETER CASING PIPE.
4. ALL CASING PIPE SHALL EXTEND A MINIMUM OF 2' BEYOND THE EDGE OF PAVEMENT.
5. FOR 1" SERVICE LINES (DR-9)THE MINIMUM RADIUS SHALL BE 14".
FOR 2" SERVICE LINES (DR-9) THE MINIMUM RADIUS SHALL BE 21".
6. ALL CASING PIPE ENDS SHALL BE FILED SMOOTH WITH NO BURRS AND SEALED
WITH URETHANE FOAM.
7. THE POLYETHYLENE TUBING SHALL BE ONE CONTINUOUS PIECE FROM
THE CORPORATION STOP TO THE METER VALVE. NO JOINTS WILL BE PERMITTED
BETWEEN THESE POINTS.
24"
SEE
NOTE 5
24" M
IN
CO
VER
45°
SEE METER
BOX
GALVANIZED OR BLACK IRON
CASING PIPE UNDER
PAVING (PLUG BOTH
ENDS AFTER CARRIER
SERVICE TUBING IS
INSTALLED WITH
URETHANE FOA
COMPRESSION FITTING
SEE NOTE 5
POLYETHYLENE TUBING
COLOR: PANTONE PURPLE
CORPORATION STOP
(OPERATING NUT ON TOP)
STAINLESS STEEL
DOUBLE STRAP
SERVICE CLAMP
RECLAIMED
WATER MAIN
RECLAIMED WATER
SERVICE CONNECTION
FIGURE
521
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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WORDING AND SYMBOL TO BE
EMBOSSED INTO LID.
RECLAIMED WATER
DO NOT DRINK
NO BEBER
COVER TO BE EPOXY COATED WITH INFUSED PANTONE PURPLE.
BROWARD COUNTY
RECLAIMED
WATER
WORDING TO BE
EMBOSSED INTO LID.
RECLAIMED METER BOX COVER
FIGURE
525
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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C METER BOX
L
FLOW
METER
SIZE
LAYING
LENGTH
(IN)
HEIGHT
(IN)
5
8
"
7.5 4.56
1. ALL STRUCTURES TO BE TRAFFIC BEARING TYPE.
2. CURVE IN SERVICE LINE SHALL BE AS CLOSE TO METER BOX AS PRACTICAL,
WITH A MINIMUM RADIUS OF 14" FOR 1" TUBING AND 21" FOR 2" TUBING.
3. ALL METERS WILL BE SUPPLIED AND INSTALLED BY WWS. METER HAS IRON
PIPE THREAD MALE CONNECTION ON EACH END.
4. WHEN SIDEWALKS ARE PRESENT, OR PLANNED FOR IN THE R/W,THE BACK
EDGE OF THE METER BOX SHALL LINE UP WITH THE BACK EDGE OF THE
SIDEWALK
5. METER SHALL BE CENTERED IN BOX DIRECTLY UNDER THE ACCESS LID.
6. WHEN THERE ARE NO SIDEWALKS, CONSTRUCT 6" WIDE x 6" THICK CONCRETE
COLLAR AT GRADE.
7. AT BOTH PIPE PENETRATIONS THROUGH THE FABRIC WRAP, THE FABRIC SHALL
BE PULLED TIGHT AROUND THE PIPE AND SECURED WITH TWO GRADE 316
STAINLESS STEEL HOSE CLAMPS TO PROVIDE A TIGHT SEAL AROUND PIPE.
1" 10.75 5.75
3"
MIN
CONCRETE SIDEWALK
(SEE NOTES)
METER
R/W OR
EASEMENT
1" OR 2" POLYETHYLENE
TUBING
METER BOX
PANTONE
PURPLE
METER BOX WITH
DUCTILE IRON COVER
SIZE:14"x16"x12"
POLYETHYLENE TUBING
(COPPER TUBING SIZE)
PEA ROCK
9" M
AX
TUBING
SIZE
(IN)
1"
2"
COMPRESSION FITTING
FABRIC WRAP
6" MIN
(TYP)
BRONZE, LOCKABLE
RESILIENT BALL
VALVE (OUTLET)
METER COUPLING (TYP)
BRASS PIPE
9"
CUSTOMER'S
PIPE
BRONZE, LOCKABLE
RESILIENT BALL
VALVE (INLET)
THREADED END
(MALE) W/CAP
RECLAIMED METER BOX
INSTALLATION
5
8
" OR 1" METERS
FIGURE
526
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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FLOW
C
L
METER BOX
1. ALL STRUCTURES TO BE TRAFFIC BEARING TYPE.
2. CURVE IN SERVICE LINE SHALL BE AS CLOSE TO METER BOX AS PRACTICAL, WITH
A MINIMUM RADIUS OF 21" FOR 2" TUBING.
3. ALL METERS WILL BE SUPPLIED AND INSTALLED BY WWS. METER IS FLANGED.
4. WHEN SIDEWALKS ARE PRESENT, OR PLANNED FOR IN THE R/W, THE BACK EDGE
OF THE METER BOX SHALL LINE UP WITH THE BACK EDGE OF THE SIDEWALK.
5. METER SHALL BE CENTERED IN BOX DIRECTLY UNDER THE ACCESS LID.
6. WHEN THERE ARE NO SIDEWALKS, CONSTRUCT 6" WIDE x 6" THICK CONCRETE
COLLAR AT GRADE.
7. AT BOTH PIPE PENETRATIONS THROUGH THE FABRIC WRAP, THE FABRIC SHALL BE
PULLED TIGHT AROUND THE PIPE AND SECURED WITH TWO GRADE 316 STAINLESS
STEEL HOSE CLAMPS TO PROVIDE A TIGHT SEAL AROUND THE PIPE.
VARIES
3" M
IN
6" MIN
(TYP)
9"
MAX
METER
SIZE
LAYING LENGTH
(IN)
HEIGHT
(IN)
1
1
2
"
136
7
8
"
METER BOX PANTONE
PURPLE
2"
17 7
17
32
"
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
METER BOX WITH
DUCTILE IRON COVER,
SIZE; 13"x24"x12"
R/W OR
EASEMENT
2" POLYETHYLENE
TUBING (COPPER
TUBING SIZE)
PEA ROCK
FABRIC WRAP
BRONZE, LOCKABLE
RESILIENT BALL VALVE
(OUTLET)
FLANGED METER
COUPLING (TYP)
METER
(FLANGED)
COMPRESSION
FITTING
9"
CUSTOMER'S
PIPE
BRASS PIPE
BRONZE, LOCKABLE
RESILIENT BALL
VALVE (INLET)
THREADED END
(MALE) W/CAP
RECLAIMED METER BOX FOR
1
1
2
" OR 2" METER
FIGURE
527
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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R/W
R/W
15' X 20' UTILITY EASEMENT
FLO
W
FLOW
ADEQUATELY
ANCHORED
316 SS PIPE
SUPPORT
(TYP)
DUCTILE IRON PIPE
BY OTHERS
PROFILE
PLAN
1. ALL PIPES AND FITTINGS ABOVE GRADE SHALL HAVE FLANGED ENDS.
2. ALL PIPES AND FITTINGS BELOW GRADE SHALL BE MECHANICAL RESTRAINED JOINT ENDS.
3. INSTALLATION SHALL COMPLY WITH ALL REQUIREMENTS OF FAC CHAPTER 62-610.
4. PIPING AND APPURTENANCES SHALL BE PAINTED PANTONE PURPLE 522C. PIPE SHALL BE
COLORED WITH PANTONE PURPLE 522C USING LIGHT STABLE COLORANTS.
DIPPVC
2XDIA
2XDIA
VARIES
CONCRETE PAD
SPOOL PIECE
RECLAIMED WATER MAIN
2XDIA
3'-0"
RECLAIMED
WATER MAIN
GATE VALVE
90° BEND (D.I.)
6" CONCRETE SLAB
w/ 6" X 6" X10" WWF
OR FIBER MESH
3/8" NEOPRENE WRAP
EXPANSION JOINT (TYP)
90° BEND
RESTRAINED
JOINTS (TYP)
FINISHED GRADE
DUCTILE
IRON PIPE
90° BEND
GATE VALVE
SPOOL PIECE (D.I.P.)
METERWYE STRAINER (MANUAL FLUSH)
18" TO
30" ABOVE
GRADE
MIN 36" (TYP)
RECLAIMED WATER
MASTER METER ASSEMBLY
(4" AND LARGER)
FIGURE
528
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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1. 2" TAP IN BOTTOM OF PLUG.
2. USE RESTRAINED JOINT PIPE.
3. IN GRASS AREA USE
CONCRETE COLLARS, 6" THICK.
4. PIPE AND VALVE BOX SHALL BE
EPOXY COATED WITH PANTONE
PURPLE.
36"
PROFILE
6"
MIN
6"
3"
RECLAIMED
WATER MAIN
GATE VALVE
RESTRAINED
PLUG
2" - 90° SS ELBOW
2"-SCH 40 STAINLESS
STEEL PIPE (TYP)
PEA ROCK
12"
MIN
BRASS KAMLOCK ADAPTOR
FEMALE N.P.T W/DUST
CAP COVERTRAFFIC BEARING
VALVE BOX AND COVER
LABELED "RECLAIMED"
FINISHED GRADE
11
1
4
" INSIDE
DIAMETER
RECLAIMED WATER
MANUAL BLOW OFF
FIGURE
552
REVISED
5/14/2018
WATER & WASTEWATER SERVICES
ENGINEERING DIVISION
2555 WEST COPANS ROAD
POMPANO BEACH, FL 33069
PHONE NO. 954-831-0745
FAX: 954-831-0925
STANDARD DETAIL
BROWARD COUNTY
PUBLIC WORKS DEPARTMENT
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