GENERAL DETAILS - broward.org · water main separation replaces former dwg no.105 figure revised...

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

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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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WATER MAIN SEPARATION

REPLACES FORMER

DWG NO.105

FIGURE

105

REVISED

5/14/2018





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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- 109 - PLO

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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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)


(LIVE LINE LESS THAN 4" DIAMETER)

REPLACES FORMER

DWG NO.141

FIGURE

141

REVISED

5/14/2018





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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


REPLACES FORMER

DWG NO.142

FIGURE

142

REVISED

5/14/2018





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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


(LIVE LINE 4" AND LARGER)

REPLACES FORMER

DWG NO.143

FIGURE

143

REVISED

5/14/2018





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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


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


REPLACES FORMER

DWG NO.14

FIGURE

167

REVISED

5/14/2018





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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


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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

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BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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


CASING PIPE UNDER

PAVING (PLUG BOTH

ENDS AFTER CARRIER

SERVICE TUBING IS

INSTALLED WITH

URETHANE FOAM.

POLYETHYLENE TUBING



COMPRESSION FITTING

CORPORATION STOP


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.


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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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WORDING TO BE

EMBOSSED INTO LID.

BROWARD COUNTY

WATER

POTABLE WATER METER BOX COVER

FIGURE

225

REVISED

5/14/2018





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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



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


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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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


2" TYPE "K" COPPER TUBING

1" BRANCH VALVE

ASSEMBLY

R/W OR

EASEMENT

2" POLYETHYLENE TUBING


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.


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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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FLOW

C

L


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.



5. METER SHALL BE CENTERED IN BOX DIRECTLY UNDER THE ACCESS LID.


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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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PROPERTY OWNERS


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

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PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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30" M

IN

FLOW

PROPERTY OWNERS


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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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


TYPE 3 PRIVATE

FIRE PROTECTION

2" DIAMETER CONNECTION

REPLACES FORMER

DWG NO.9C

FIGURE

237

REVISED

5/14/2018





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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


(SEE NOTE 1)

8" CONCRETE SLAB

(CAST MONOLITHICALLY &

INTEGRALLY WITH WALLS

FOR PRECAST MAINTENANCE


SLOPE 1"/FT

PRECAST CONCRETE OR

BRICK BEDDED AND

COVERED WITH GROUT

SHALLOW


REPLACES FORMER

DWG NO.13D

FIGURE

311

REVISED

5/14/2018





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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


REPLACES FORMER

DWG NO.13A

REVISED

5/14/2018





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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


DROP CONNECTION

FIGURE

313

REPLACES FORMER

DWG NO.13C

REVISED

5/14/2018





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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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


DETAIL

REPLACES FORMER

DWG NO.13E

FIGURE

314

REVISED

5/14/2018





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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X

X

X

XX

X

X

NON-PENETRATING

PICKHOLE (2)

SANITARY SEWER

GRAVITY SEWER


COVER

REPLACES FORMER

DWG NO.15A

FIGURE

315

REVISED

5/14/2018





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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TTED

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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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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ETAILS 5-14-2018.D

WG

- 318 - PLO

TTED

: 8/14/2018 1:22:22 PM

- BY: W

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N, RO

BERT

PVC

WWS MAY APPROVE ALTERNATE WATER TIGHT CONNECTION.

STANDARD PRECAST


PIPE CONNECTION

PRECAST MAINTENANCE

ACCESS STRUCTURE WALL

WATERPROOF EXPANDING GROUT

STAINLESS STEEL PIPE CLAMP

FLEXIBLE BOOT ADAPTER


CONNECTION DETAIL

REPLACES FORMER

DWG NO.322

FIGURE

322

REVISED

5/14/2018





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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ETAILS 5-14-2018.D

WG

- 322 - PLO

TTED

: 8/14/2018 1:22:27 PM

- BY: W

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BERT

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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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ETAILS 5-14-2018.D

WG

- 331 - PLO

TTED

: 8/14/2018 1:22:32 PM

- BY: W

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BERT

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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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ETAILS 5-14-2018.D

WG

- 341 - PLO

TTED

: 8/14/2018 1:22:37 PM

- BY: W

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BERT

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


(WHERE APPLICABLE)

6" CLEANOUT (TYP)

6" PVC SERVICE

LATERAL @ 1% SLOPE MINIMUM

6"x6"x6" WYE

R/W OR EASEMENT LINE

6" PLUG


(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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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ETAILS 5-14-2018.D

WG

- 342 - PLO

TTED

: 8/14/2018 1:22:42 PM

- BY: W

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BERT

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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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ETAILS 5-14-2018.D

WG

- 353 - PLO

TTED

: 8/14/2018 1:22:47 PM

- BY: W

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BERT

* 10' MIN.

PROFILE

PLAN

4" FORCE MAIN

6" FORCE MAIN

6" 45° BEND

6" FORCE MAIN

6" 45° BEND

8" GRAVITY

SEWER


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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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ETAILS 5-14-2018.D

WG

- 411 - PLO

TTED

: 8/14/2018 1:22:53 PM

- BY: W

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N, RO

BERT

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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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ETAILS 5-14-2018.D

WG

- 505 - PLO

TTED

: 8/14/2018 1:22:57 PM

- BY: W

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N, RO

BERT

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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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ETAILS 5-14-2018.D

WG

- 506 - PLO

TTED

: 8/14/2018 1:23:02 PM

- BY: W

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BERT

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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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ETAILS 5-14-2018.D

WG

- 510 - PLO

TTED

: 8/14/2018 1:23:07 PM

- BY: W

ILSO

N, RO

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.



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


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


STAINLESS STEEL

DOUBLE STRAP

SERVICE CLAMP

RECLAIMED

WATER MAIN

RECLAIMED WATER

SERVICE CONNECTION

FIGURE

521

REVISED

5/14/2018





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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ETAILS 5-14-2018.D

WG

- 521 - PLO

TTED

: 8/14/2018 1:23:12 PM

- BY: W

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N, RO

BERT

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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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ETAILS 5-14-2018.D

WG

- 525 - PLO

TTED

: 8/14/2018 1:23:17 PM

- BY: W

ILSO

N, RO

BERT

C METER BOX

L

FLOW

METER

SIZE

LAYING

LENGTH

(IN)

HEIGHT

(IN)

5

8

"

7.5 4.56


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



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)


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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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ETAILS 5-14-2018.D

WG

- 526 - PLO

TTED

: 8/14/2018 1:23:23 PM

- BY: W

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N, RO

BERT

FLOW

C

L

METER BOX


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.





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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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ETAILS 5-14-2018.D

WG

- 527 - PLO

TTED

: 8/14/2018 1:23:28 PM

- BY: W

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N, RO

BERT

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





PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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ETAILS 5-14-2018.D

WG

- 528 - PLO

TTED

: 8/14/2018 1:23:32 PM

- BY: W

ILSO

N, RO

BERT

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

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PHONE NO. 954-831-0745

FAX: 954-831-0925

STANDARD DETAIL

BROWARD COUNTY


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GENERAL DETAILS - broward.org · water main separation replaces former dwg no.105 figure revised...

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