water exhibits exhibit no. - hillsborough county...see exhibit w-1h for 28 day, 3000 psi general...
TRANSCRIPT
Exhibit No.WATER EXHIBITS
W-1A WATER METER ASSEMBLY - COMMERCIAL METERS LESS THAN 1-1/2 INCH
W-1B WATER METER ASSEMBLY - COMMERCIAL 1-1/2 INCH & 2 INCH METERS W-1C MASTER WATER METER ASSEMBLY SITE DEVELOPMENT - 3 INCH METER & LARGER (PROFILE VIEW) W-1D MASTER WATER METER ASSEMBLY SITE DEVELOPMENT - 3 INCH METER & LARGER (PLAN VIEW) W-1E MASTER WATER METER ASSEMBLY SITE DEVELOPMENT W/ FIRE FLOW W-1F TEMPORARY CONSTRUCTION BACKFLOW ASSEMBLY FOR RESIDENTIAL OR COMMERCIAL
DEVELOPMENT
W-1G TEMPORARY CONSTRUCTION BACKFLOW ASSEMBLY WORKSHEET
W-1H NOTES WATER METER ASSEMBLIES
W-2A DEDICATED FIRE CONNECTION BACKFLOW ASSEMBLY - 2-INCH AND LESS W-2B BACKFLOW PREVENTION DEVICE RPDA (FIRE SERVICE ONLY)
W-3A RESIDENTIAL SERVICE LAYOUT W-3B RESIDENTIAL SINGLE METER SERVICE
W-3C RESIDENTIAL DUAL METER SINGLE LOT SERVICE W-3D RESIDENTIAL METER SERVICE INSTALLATION (METER OVER MAIN) W-3E RESIDENTIAL METER SERVICE INSTALLATION (NEAR SIDE) W-3F RESIDENTIAL METER SERVICE INSTALLATION (FAR SIDE) W-3G RESIDENTIAL DUAL LOT METERED SERVICE (FAR SIDE)
W-4 POTABLE WATER METER BOX
W-5A FIRE HYDRANT (RESTRAINED) W-5B FIRE HYDRANT FOR LIMITED SPACE (RESTRAINED) W-5C WATER MAIN EXTENSION WITH HYDRANT DETAIL W-5D FAR SIDE HYDRANT DETAIL
W-6A BLOW-OFF ASSEMBLY W-6B BLOW-OFF ASSEMBLY AND FIRE HYDRANT AT CUL-DE-SAC ROAD UP TO 150 FEET W-6C BLOW-OFF ASSEMBLY AND FIRE HYDRANT AT CUL-DE-SAC ROAD GREATER THAN 150 FEET
W-7A RESTRAINED JOINT-STANDARD W-7B RESTRAINED JOINT FOR PVC C-900 PIPE (4 INCH TO 12 INCH)
W-8A AIR RELIEF VALVE-MANUAL W-8B AUTOMATIC AIR RELIEF VALVE ASSEMBLY-STANDARD W-8C AUTOMATIC AIR RELIEF VALVE ASSEMBLY-OFFSET W-8D AUTOMATIC AIR RELIEF VALVE ASSEMBLY - OFFSET
NEW CONSTRUCTION (LINE OUT OF SERVICE)
W-8E AIR RELEASE RING AND COVER
W-9A VALVE BOX AND MARKER INSTALLATION FOR PAVED AREAS W-9B CONCRETE VALVE PAD (FOR UNPAVED AREAS)
W-10 CASING DETAILS - JACK AND BORE
W-11 DITCH BOTTOM CLEARANCE AND CONCRETE PROTECTIVE SLAB
W-12A VALVE AND TRACER WIRE (FOR PAVED AND NON-PAVED AREAS) W-12B VALVE EXTENSION FOR GATE VALVES
W-13 BORING FOR UTILITIES
W-14 TRENCH DETAILS - BACKFILL & COMPACTION
LISTING OF WATER EXHIBITS 3/2020
SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
LIMITS OF BRASS PIPING
ME
TE
R
SW
IV
EL
CO
UP
LIN
G
SW
IV
EL
ME
TE
R
(S
PU
D)
SW
IV
EL
U
NIO
N
RE
DU
CE
D P
RE
SS
UR
E
CO
UP
LIN
G
BA
CK
FLO
W P
RE
VE
NT
ER
NIP
PLE
&
(S
PU
D)
RE
DU
CIN
G
AS
SE
MB
LY
BU
SH
IN
G
ME
TE
R
(F
IP
XF
IP
)
LO
CK
IN
G C
UR
B S
TO
P
90°
ELB
OW
TE
RM
IN
AL F
IT
TIN
G
18 IN
CH
MIN
.
SW
IV
EL
IN
SID
E S
CR
EW
EX
TE
NS
IO
N T
YP
E V
ALV
E B
OX
,
FLO
W
UN
IO
N
1 IN
CH
12 IN
CH
+
P
IP
E D
IA
.
CA
ST
4 IN
CH
S
CH
40 P
VC
P
IP
E
*
TH
RO
UG
H S
LA
B. IN
ST
ALL
CH
AM
FE
R
(M
IN
. D
IS
TA
NC
E
12
R
ES
ILIE
NT
/F
LE
XIB
LE
E
XP
AN
SIO
N
TY
PIC
AL
A
BO
VE
M
ET
ER
S
LA
B)
IN
CH
M
AT
ER
IA
L B
ET
WE
EN
T
HE
R
IS
ER
C
ON
CR
ET
E S
LA
B
AN
D P
VC
S
LE
EV
E. (T
YP
IC
AL O
F 2)
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
Exhibit No.W-1A
FIN
IS
HE
D
CO
MP
AC
TE
D B
AC
KF
ILL
G
RA
DE
2 IN
CH
S
OLID
B
RA
SS
RIS
ER
PR
IV
AT
EC
OU
NT
Y
2 IN
CH
P
E T
UB
IN
G
PE
T
UB
IN
G
*
R
ELIE
F V
ALV
E D
IS
CH
AR
GE
TO
B
E A
BO
VE
100 Y
EA
R F
LO
OD
P
LA
IN
A G
AT
E V
ALV
E S
HA
LL B
E IN
ST
ALLE
D
WIT
HIN
9 IN
CH
ES
O
F T
HE
UN
DE
RG
RO
UN
D IN
LE
T E
LB
OW
NO
TE
S:
1.
AL
L P
IP
IN
G T
O B
E A
M
IN
IM
UM
O
F 2
-IN
CH
ES
U
P T
HR
OU
GH
T
HE
L
OC
KIN
G C
UR
B S
TO
P.
2.
2 IN
CH
C
OM
ME
RC
IA
L S
ER
VIC
E L
IN
ES
S
HA
LL
U
SE
A
2
IN
CH
S
AD
DL
E &
T
AP
PIN
G
VA
LV
E (IN
ST
EA
D O
F A
C
OR
PO
RA
TIO
N S
TO
P) A
T T
HE
W
AT
ER
M
AIN
C
ON
NE
CT
IO
N.
3.
WH
EN
T
HE
T
AP
PIN
G V
AL
VE
IS
L
OC
AT
ED
W
IT
HIN
1
0 F
EE
T O
F T
HE
M
ET
ER
A
SS
EM
BL
Y
RIS
ER
, A
ND
IT
M
EE
TS
P
UD
S
AF
ET
Y C
RIT
ER
IA
, T
HE
2
" G
AT
E V
AL
VE
M
AY
A
T T
HE
AS
SE
MB
LY
B
E E
LIM
IN
AT
ED
B
Y S
PE
CIA
L R
EQ
UE
ST
T
O D
SD
.
4.
SE
E E
XH
IB
IT
W
-1
D F
OR
B
OL
LA
RD
L
AY
OU
T. (T
YP
IC
AL
)
5.
SE
E E
XH
IB
IT
W
-1
H F
OR
A
L
IS
TIN
G O
F G
EN
ER
AL
N
OT
ES
.
4 INCH PAINTED STEEL PIPE, SCH. 40, FILL PIPE
WITH 3000 PSI CONC.
4 INCH 4 INCH
TYPE I, GENERAL PORTLAND CEMENT
28 DAY, 3000 PSI CONCRETE
5 F
T
6 IN
CH
2
F
T
BOLLARD POST DETAIL N.T.S.
6.
JO
IN
TS
B
ET
WE
EN
D
IF
FE
RIN
G M
AT
ER
IA
LS
S
HA
LL
B
E IS
OL
AT
ED
P
ER
T
HE
F
LO
RID
A
PL
UM
BIN
G C
OD
E.
WATER METER ASSEMBLY 3/2020
COMMERCIAL - METERS LESS THAN 1-1/2 INCH SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
ME
TE
R S
WIV
EL
AD
AP
TE
R (S
PU
D)
AD
AP
TE
R (S
PU
D)
UN
IO
N
RE
DU
CE
D P
RE
SS
UR
E
ME
TE
R S
WIV
EL
S
WIV
EL
SP
UD
A
DA
PT
ER
F
IN
IS
HE
D
NIP
PLE
&
R
ED
UC
IN
G
BA
CK
FLO
W P
RE
VE
NT
ER
NIP
PLE
G
RA
DE
BU
SH
IN
G (A
S N
EE
DE
D)
AS
SE
MB
LY
ME
TE
R
LO
CK
IN
G C
UR
B
ST
OP
(F
IP
XF
IP
)
90°
ELB
OW
TE
RM
IN
AL F
IT
TIN
G
LIMITS OF BRASS PIPING
18
IN
CH
MIN
.
SW
IV
EL
UN
IO
N
FLO
W
EX
TE
NS
IO
N T
YP
E V
ALV
E B
OX
,
IN
SID
E S
CR
EW
1 IN
CH
S
PU
D
12 IN
CH
+
P
IP
E D
IA
.
CA
ST
4 IN
CH
S
CH
40 P
VC
P
IP
E
*
CH
AM
FE
R
AD
AP
TE
R
(M
IN
. D
IS
TA
NC
E
TH
RO
UG
H S
LA
B. IN
ST
ALL
TY
PIC
AL
1
2
NIP
PLE
A
BO
VE
M
ET
ER
S
LA
B)
RE
SILIE
NT
/F
LE
XIB
LE
E
XP
AN
SIO
N
IN
CH
M
AT
ER
IA
L B
ET
WE
EN
T
HE
R
IS
ER
C
ON
CR
ET
E S
LA
B
AN
D P
VC
S
LE
EV
E. (T
YP
IC
AL O
F 2)
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
CO
MP
AC
TE
D B
AC
KF
ILL
2 IN
CH
S
OLID
B
RA
SS
R
IS
ER
PR
IV
AT
EC
OU
NT
Y
PE
T
UB
IN
G
2 IN
CH
P
E T
UB
IN
G
*
R
ELIE
F V
ALV
E D
IS
CH
AR
GE
TO
B
E A
BO
VE
100 Y
EA
R F
LO
OD
P
LA
IN
A G
AT
E V
ALV
E S
HA
LL B
E IN
ST
ALLE
D
WIT
HIN
9 IN
CH
ES
O
F T
HE
UN
DE
RG
RO
UN
D IN
LE
T E
LB
OW
Exhibit No.W-1B
NO
TE
S:
1.
ALL P
IP
IN
G T
O B
E A
M
IN
IM
UM
O
F 2-IN
CH
ES
U
P T
HR
OU
GH
T
HE
LO
CK
IN
G C
UR
B S
TO
P.
2.
2 IN
CH
C
OM
ME
RC
IA
L S
ER
VIC
E LIN
ES
S
HA
LL U
SE
A
2 IN
CH
S
AD
DLE
&
T
AP
PIN
G
VA
LV
E (IN
ST
EA
D O
F A
C
OR
PO
RA
TIO
N S
TO
P) A
T T
HE
W
AT
ER
M
AIN
C
ON
NE
CT
IO
N.
3.
WH
EN
T
HE
T
AP
PIN
G V
ALV
E IS
LO
CA
TE
D W
IT
HIN
10 F
EE
T O
F T
HE
M
ET
ER
A
SS
EM
BLY
RIS
ER
, A
ND
IT
M
EE
TS
P
UD
S
AF
ET
Y C
RIT
ER
IA
, T
HE
2" G
AT
E V
ALV
E A
T T
HE
M
ET
ER
AS
SE
MB
LY
M
AY
B
E E
LIM
IN
AT
ED
B
Y S
PE
CIA
L R
EQ
UE
ST
T
O D
SD
.
4 INCH PAINTED STEEL
4.
SE
E E
XH
IB
IT
W
-1D
F
OR
B
OLLA
RD
LA
YO
UT
. (T
YP
IC
AL)
5.
SE
E E
XH
IB
IT
W
-1H
F
OR
A
LIS
TIN
G O
F G
EN
ER
AL N
OT
ES
.
PIPE, SCH. 40, FILL PIPE WITH 3000 PSI CONC.
4 INCH 4 INCH
x
TYPE I, GENERAL PORTLAND CEMENT
28 DAY, 3000 PSI CONCRETE
5 F
T
6 IN
CH
2 F
T
BOLLARD POST DETAIL N.T.S.
6.
JO
IN
TS
B
ET
WE
EN
D
IF
FE
RIN
G M
AT
ER
IA
LS
S
HA
LL B
E IS
OLA
TE
D P
ER
T
HE
F
LO
RID
A
PLU
MB
IN
G C
OD
E.
WATER METER ASSEMBLY 3/2020
COMMERCIAL - 1-1/2 INCH & 2 INCH METERS SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
PIP
E D
IA
M x 4-IN
CH
T
EE
(F
LG
./F
LG
.) R
ES
T.
PLU
G w
/2 IN
CH
T
HR
EA
DE
D T
AP
F
AC
IN
G U
P
2 IN
CH
C
UR
B S
TO
P (B
RO
NZ
E T
YP
E)
(F
OR
3 IN
CH
M
ET
ER
U
SE
3x3x3 T
EE
)
CO
UN
TY
P
RIV
AT
E
BA
CK
F
LO
W
TE
E
PR
EV
EN
TE
R
AS
SE
MB
LY
FIN
IS
HE
D
GR
AD
E
CO
MP
OU
ND
ME
TE
R
RE
SILE
NT
S
EA
T
GA
TE
V
ALV
ES
OS
&Y
(T
YP
IC
AL)
TE
E
SP
OO
L P
IE
CE
LE
NG
TH
=
8 X
PIP
E D
IA
.
90° B
EN
D (F
LG
'D
)
TE
RM
IN
AL F
IT
TIN
G
1 IN
CH
CH
AM
FE
R
24 IN
CH
12 INCH
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
AD
JU
ST
AB
LE
P
IP
E S
UP
PO
RT
R
ELIE
F V
ALV
E
(T
YP
.)
DIS
CH
AR
GE
*
1
CO
MP
AC
TE
D
2
IN
CH
P
RE
FO
RM
ED
B
AC
KF
ILL
EX
PA
NS
IO
N JO
IN
T
MA
TE
RIA
L T
O B
E P
LA
CE
D
BE
TW
EE
N D
.I.P
. A
ND
R
ELIE
F V
ALV
E D
IS
CH
AR
GE
T
O*
CO
NC
RE
TE
S
LA
B
B
E A
BO
VE
100 Y
EA
R F
LO
OD
36 INCH MIN. COVER
TW
O (2) #5 B
AR
S
P
LA
IN
A G
AT
E V
ALV
E S
HA
LL B
E IN
ST
ALLE
D
CO
NT
IN
UO
US
W
/ #3
12 IN
CH
+P
IP
E D
IA
ME
TE
R
WIT
HIN
12 IN
CH
ES
O
F T
HE
TIE
S @
12 IN
CH
O
.C
.
(M
IN
. D
IS
TA
NC
E A
BO
VE
UN
DE
RG
RO
UN
D IN
LE
T E
LB
OW
.
(T
YP
.)
ME
TE
R S
LA
B)
90° B
EN
D (M
.J./M
.J.)
18 IN
CH
+ P
IP
E D
IA
. (M
AX
)
(R
ES
TR
AIN
ED
)
Exhibit No.W-1C
NO
TE
S:
1.
SE
E E
XH
IB
IT
W
-1
H F
OR
G
EN
ER
AL
N
OT
ES
2.
SE
E E
XH
IB
IT
W
-1
D F
OR
B
OL
LA
RD
L
AY
OU
T, P
LA
N V
IE
W,
AN
D S
LA
B D
IM
EN
SIO
NS
MASTER WATER METER ASSEMBLY
3/2020
SITE DEVELOPMENT- 3" METER & LARGER (PROFILE) SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
1 F
T
L (M
IN
.)
PR
IV
AT
EC
OU
NT
Y
4 IN
CH
B
OL
LA
RD
=
2
F
OO
T T
YP
IC
AL
PIP
E S
UP
PO
RT
(T
YP
.)
6 IN
CH
B
OL
LA
RD
=
3
F
OO
T T
YP
IC
AL
(S
EE
E
XH
IB
IT
W
-1
C)
90
° B
EN
D
GA
TE
V
AL
VE
EM
ER
GE
NC
Y
90
° B
EN
D
BY
-P
AS
S
GA
TE
V
AL
VE
90
° B
EN
D
GA
TE
V
AL
VE
Exhibit No.W-1D
1 IN
CH
C
HA
MF
ER
6 IN
CH
T
EE
M
IN
.
RE
DU
CE
D P
RE
SS
UR
E
GA
TE
V
AL
VE
O
S&
Y (T
YP
)
GA
TE
V
AL
VE
B
AC
KF
LO
W P
RE
VE
NT
ER
FL
AN
GE
A
DA
PT
ER
ME
TE
R
__
IN
CH
x 4
IN
CH
T
EE
(F
LG
./F
LG
.), R
ES
T. P
LU
G w
/
BO
LL
AR
D P
OS
T (T
YP
.)
2 IN
CH
T
HR
EA
DE
D T
AP
F
AC
IN
G U
P &
2
IN
CH
CU
RB
S
TO
P (B
RO
NZ
E T
YP
E)
NO
TE
: A
LL
A
BO
VE
G
RA
DE
V
AL
VE
S
6 IN
CH
P
AIN
TE
D S
TE
EL
PIP
E, S
CH
. 4
0, F
IL
L P
IP
E
TO
B
E O
S&
Y
7 FT 6 INCH
3 FT
ME
TE
R
SIZ
E
L (M
IN
)
X
Y
W
8
"
24
'-6
"
64
"
11
2"
9'
6
"
23
'-6
"
48
"
98
"
9'
4"
22
'-8
"
32
"
73
"
7'
3"
21
'-6
"
24
"
62
"
7'
NO
TE
S:
1.
SE
E E
XH
IB
IT
W
-1H
F
OR
GE
NE
RA
L N
OT
ES
X
24
IN
CH
WIT
H 3
00
0 P
SI C
ON
C.
6 IN
CH
6 IN
CH
TY
PE
I, G
EN
ER
AL
PO
RT
LA
ND
C
EM
EN
T
28
D
AY
, 3
00
0 P
SI
CO
NC
RE
TE
W
BO
LL
AR
D P
OS
T D
ET
AIL
N.T
.S
.
MASTER WATER METER ASSEMBLY FOR 3/2020
SITE DEVELOPMENT-3 INCH & LARGER (PLAN) SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
TO
D
OM
ES
TIC
WA
TE
R S
YS
TE
M
1 F
T
4 IN
CH
90
° B
EN
D
PR
IV
AT
EC
OU
NT
Y
L (M
IN
.)
Y
90
° B
EN
D
GA
TE
V
AL
VE
EM
ER
GE
NC
Y
BY
-P
AS
S
RE
DU
CE
D P
RE
SS
UR
E
1 IN
CH
C
HA
MF
ER
DE
TE
CT
OR
A
SS
EM
BL
Y
TO
S
IT
E H
YD
RA
NT
S O
R
TE
E
GA
TE
V
AL
VE
B
UIL
DIN
G F
IR
E S
YS
TE
M
RE
DU
CE
D P
RE
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UR
E
BA
CK
FL
OW
P
RE
VE
NT
ER
4 IN
CH
GA
TE
V
AL
VE
PIP
E S
UP
PO
RT
(T
YP
.)
(S
EE
E
XH
IB
IT
W
-1
C)
24
IN
CH
9
0° B
EN
D
90
° B
EN
D
X
GA
TE
V
AL
VE
__
IN
CH
x 4
IN
CH
T
EE
(F
LG
./F
LG
.), R
ES
T.
90
° B
EN
D
TE
E
6 INCH MIN.
2 F
T M
IN
.
(T
YP
)
GA
TE
V
AL
VE
O
S&
Y (T
YP
)
FL
AN
GE
A
DA
PT
OR
BO
LL
AR
D P
OS
T (T
YP
.) (S
EE
PL
UG
w
/ 2
IN
CH
T
HR
EA
DE
D T
AP
F
AC
IN
G U
P
& 2
IN
CH
C
UR
B S
TO
P (B
RO
NZ
E T
YP
E)
NO
TE
: A
LL
A
BO
VE
G
RA
DE
V
AL
VE
S
Exhibit No.W-1E
TO
B
E O
S&
Y
NO
TE
S:
DE
TA
IL
, T
HIS
S
HE
ET
)
W
7 FT
6 IN
CH
P
AIN
TE
D S
TE
EL
PIP
E, S
CH
. 4
0 F
IL
L P
IP
E
WIT
H 3
00
0 P
SI C
ON
C.
6 IN
CH
6
IN
CH
TY
PE
I, G
EN
ER
AL
PO
RT
LA
ND
C
EM
EN
T
3 FT 6
INCH 1.
SE
E E
XH
IB
IT
W
-1H
F
OR
28
D
AY
, 3
00
0 P
SI
GE
NE
RA
L N
OT
ES
CO
NC
RE
TE
2.
SE
E E
XH
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IT
W
-1D
F
OR
S
LA
B D
IM
EN
SIO
NS
BO
LL
AR
D P
OS
T D
ET
AIL
N.T
.S
.
MASTER WATER METER ASSEMBLY FOR 3/2020
SITE DEVELOPMENT W/ FIRE FLOW SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
Exhibit No.W-1F
ADJUSTABLE PIPE SUPPORT (TYP.)
SPOOL PIECE (AS NEEDED)
BACK FLOW PREVENTER ASSEMBLY
1/2" PVC THREADED PLUG
1/2" S.S. LOCKING BALL VALVE
1"X1/2" REDUCING BUSHING
TAP AT TOP OF PIPE AS REQ'D FOR AIR RELIEF
FLOW 90° BEND (FLG'D) (TYP.)
FINISHED GRADE
TYP. 2 FTX2 FTX6 INCH CONC. PAD FOR SUPPORT
36
IN
CH
M
IN
.
CO
VE
R
RELIEF VALVE COMPACTED
12 INCH+PIPE DIAMETER DISCHARGE *
BACKFILL
(MIN. DISTANCE ABOVE PIPE SUPPORTS)
18 INCH+ PIPE DIA. (MAX) 90° BEND (M.J./M.J.) (RESTRAINED)
R/W
EX
IS
T. W
.M
.
AT PROJECT COMPLETION, CLOSE TEMPORARY VALVES, REMOVE TEMPORARY CONSTRUCTION
VALVE w/CONC. PAD ASSEMBLY & BOLLARDS. INSTALL RESTRAINED PLUGS ON THE CLOSED VALVES AND BURY TEMP VALVES.
R/W
TEMP GATE VALVE & BOX (TYP)
PROP. WATER MAIN
EXIST. CURB
IN-LINE GATE VALVE TRAFFIC BOLLARD (TYP.), AS
w/CONC. PAD (TYP) REQUIRED (SEE BOLLARD DETAIL, EXHIBIT W-1D)
NOTES:
1. SEE EXHIBIT W-1G FOR CONNECTION ASSEMBLY WORKSHEET
2. NO TAPS ON PIPING UPSTREAM OF THE BACKFLOW PREVENTER AND NO MODIFICATION OR USE OF BACKFLOW PREVENTER TEST PORTS FOR ANYTHING OTHER THAN TESTING.
TEMPORARY CONSTRUCTION BACKFLOW ASSEMBLY
3/2020 FOR RESIDENTIAL OR COMMERCIAL DEVELOPMENT 6" AND LARGER
SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
Exhibit No.W-1G
PIPE DIAMETER
(IN)
PIPE LENGTH
(FT)
VOLUME (GAL)
COMMENTS
TOTAL VOLUME
____ MULTIPLIER
____ MULTIPLIER
TEMPORARY CONNECTION ASSEMBLY 3/2020
WORKSHEET
SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
GENERAL NOTES: Exhibit No.W-1H
1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK OFF A COUNTY ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY A WALL OR GATE. THE TRUCK ACCESS ROAD SHALL BE 12 FT WIDE (MIN.) AND PAVED (CONCRETE OR ASPHALT)
2. ALL ABOVE GROUND PIPES AND FITTINGS SHALL BE CLASS 53 D.I.P. FOR 4 INCH AND LARGER PIPE.
3. CERTIFICATION OF PROPER OPERATION WILL BE REQUIRED FROM A CERTIFIED BACKFLOW TESTER PRIOR TO THE WATER MAIN ACCEPTANCE BY THE HILLSBOROUGH COUNTY PUBLIC UTILITIES DEPARTMENT.
4. ALL BACKFLOW ASSEMBLIES OR DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH AND SHALL MEET THE REQUIREMENTS FOUND IN CHAPTER 121 OF THE HILLSBOROUGH COUNTY CODE OF ORDINANCES, PART B, PUBLIC UTILITIES.
5. THE PROPER OPERATION, MAINTENANCE, AND TESTING OF THE BACKFLOW PREVENTION ASSEMBLY, SHALL BE IN ACCORDANCE WITH CHAPTER 121 OF THE HILLSBOROUGH COUNTY CODE OF ORDINANCES PART B, PUBLIC UTILITIES.
6. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psi.
7. SLAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY. THE TOP OF SLAB SHALL BE 2 INCHES ABOVE FINISHED GRADE.
8. THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH SPECIFICATION 331001, PART 2.6.
9. IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING LOT, DRIVEWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB), METERS UP TO 2 INCHES SHALL HAVE A MINIMUM OF 4 TRAFFIC BOLLARD PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6 TRAFFIC BOLLARDS ARE REQUIRED.
TEMPORARY BACKFLOW ASSEMBLY NOTES:
1. THE IN-LINE VALVE IS TO REMAIN CLOSED UNTIL AFTER THE CONSTRUCTION AND ACCEPTANCE OF THE DEVELOPMENT WATER DISTRIBUTION SYSTEM. NO DOWNSTREAM TIE-INS TO THE PUD WATER DISTRIBUTION SYSTEM ARE ALLOWED UNTIL AFTER A PASSING PRESSURE TEST AND 2 BAC-T TESTS ARE CERTIFIED BY THE EOR AND SUBMITTED TO PUD INSPECTION. ONCE FINAL TIE-INS ARE MADE 2 ADDITIONAL BAC-T TESTS ARE REQUIRED FOR EACH TIE-IN BEFORE SUBMITTING TO THE DOH FOR FINAL CLEARANCE.
2. THE BACKFLOW ASSEMBLY IS TO BE REMOVED BY THE CONTRACTOR AFTER FINAL ACCEPTANCE OF THE WATER DISTRIBUTION SYSTEM BY THE HILLSBOROUGH COUNTY DOH AND HILLSBOROUGH COUNTY DSD.
3. ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, BUT NOT LIMITED TO, CLEAR ZONE REQUIREMENTS.
NOTES WATER METER ASSEMBLIES 3/2020
SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
LIMITS OF BRASS PIPING
SW
IV
EL
UN
IO
N B
AC
KF
LO
W P
RE
VE
NT
ER
AS
SE
MB
LY
(N
OT
E 7)
NIP
PLE
A
ND
RE
DU
CIN
G B
US
HIN
G
(A
S N
EE
DE
D)
90°
ELB
OW
LO
CK
IN
G C
UR
B S
TO
P
(T
YP
IC
AL)
18 IN
CH
MIN
.
FLO
W
SW
IV
EL
UN
IO
N
EX
TE
NS
IO
N T
YP
E V
ALV
E B
OX
,
12 IN
CH
ES
+
P
IP
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IA
.
*
IN
SID
E S
CR
EW
(N
OT
E 3)
(M
IN
. D
IS
TA
NC
E
12
A
BO
VE
S
LA
B)
IN
CH
1 IN
CH
C
ON
CR
ET
E S
LA
B
CH
AM
FE
R
TY
PIC
AL
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
Exhibit No.W-2A
CA
ST
4-IN
CH
S
CH
40 P
VC
P
IP
E
FIN
IS
HE
D
TH
RO
UG
H S
LA
B. IN
ST
ALL E
XP
AN
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N
CO
MP
AC
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D
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AD
E
MA
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L B
ET
WE
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R
IS
ER
A
ND
B
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ILL
PV
C S
LE
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E. (T
YP
IC
AL O
F 2)
2-IN
CH
S
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B
RA
SS
RIS
ER
A G
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ALV
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HA
LL B
E IN
ST
ALLE
D
WIT
HIN
9 IN
CH
ES
O
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HE
P
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UB
IN
G
UN
DE
RG
RO
UN
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LE
T E
LB
OW
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Y
PR
IV
AT
E
(N
OT
E 3)
2-IN
CH
P
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UB
IN
G
*
R
ELIE
F V
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IS
CH
AR
GE
TO
B
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BO
VE
100 Y
EA
R F
LO
OD
P
LA
IN
NO
TE
S:
1.
AL
L P
IP
IN
G T
O B
E A
M
IN
IM
UM
O
F 2
IN
CH
ES
U
P T
HR
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GH
T
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L
OC
KIN
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TO
P.
2-IN
CH
P
AIN
TE
D S
TE
EL
2
.
2-IN
CH
C
OM
ME
RC
IA
L S
ER
VIC
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IN
ES
S
HA
LL
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SE
A
2
-IN
CH
S
AD
DL
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T
AP
PIN
G
PIP
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. 4
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IL
L P
IP
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WIT
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00
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C.
VA
LV
E (IN
ST
EA
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F A
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RA
TIO
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AIN
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N.
3.
WH
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T
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T
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PIN
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AL
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IS
L
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W
IT
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1
0 F
EE
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F T
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M
ET
ER
A
SS
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BL
Y
RIS
ER
, A
ND
IT
M
EE
TS
P
UD
S
AF
ET
Y C
RIT
ER
IA
, T
HE
2
-IN
CH
G
AT
E V
AL
VE
A
T T
HE
AS
SE
MB
LY
M
AY
B
E E
LIM
IN
AT
ED
B
Y S
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CIA
L R
EQ
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ST
T
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SD
.
4.
FO
UR
B
OL
LA
RD
S, T
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RO
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A
SS
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BL
Y.
5 FT
3 IN
CH
3 IN
CH
5.
SE
E E
XH
IB
IT
W
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OR
G
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ER
AL
N
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ES
.
6.
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IN
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IF
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RIN
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LS
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AT
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P
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PL
UM
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7.
NO
N-H
EA
LT
H H
AZ
AR
D - D
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A; H
EA
LT
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AR
D - R
P.
6 INCH 2 FT
TY
PE
I, G
EN
ER
AL
PO
RT
LA
ND
C
EM
EN
T
28
D
AY
, 3
00
0 P
SI
CO
NC
RE
TE
BO
LLA
RD
P
OS
T D
ET
AIL
N.T
.S
.
DEDICATED FIRE SERVICE CONNECTION 3/2020
BACKFLOW ASSEMBLY - 2-INCH AND LESS SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
BACKFLOW PREVENTER ASSEMBLY
Exhibit No.W-2B
RESILIENT SEAT GATE VALVES (TYPICAL)
90° BEND (FL./M.J.)
24" MIN (TYP)
1 INCH CHAMFER
FINISHED GRADE
12 INCH+ PIPE DIA. (MIN) 18 INCH + PIPE DIA. (MAX)
RELIEF VALVE DISCHARGE *
12" MIN.
x x x x x x x x x x x x
5 F
T
CO
VE
R
COMPACTED BACKFILL
1/2 INCH PREFORMED JOINT MATERIAL TO BE PLACED BETWEEN DIP AND CONCRETE SLAB (TYPICAL OF 2)
12
" M
IN
.
3 F
T
CO
VE
R
90° BEND TWO (2) #5 BARS (M.J./M.J.) CONTINUOUS w/ #3 TIES
@ 12 INCH O.C.
* DISCHARGE ABOVE 100 YEAR FLOOD PLAIN
ALL ABOVE GRADE VALVES TO BE OS&Y
NOTES:
1. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CLASS 53, CEMENT LINED INTERIOR WITH FLANGE FITTINGS FOR ABOVE GROUND USE. MANUFACTURERS RESTRAINED JOINTS SHALL BE USED FOR UNDERGROUND PIPING.
2. CERTIFICATION OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED FROM THE ENGINEER OF RECORD PRIOR TO WATER MAIN ACCEPTANCE BY THE HILLSBOROUGH COUNTY PUBLIC UTILITIES DEPARTMENT. THE ASSEMBLY SHALL ALSO BE TESTED BY A CERTIFIED TESTER, AS REQUIRED BY THE POINT OF SERVICE BACKFLOW ASSEMBLY PERMIT.
3. ALL BACKFLOW ASSEMBLIES OR DEVICES SHALL BE IN ACCORDANCE WITH AND SHALL MEET THE REQUIREMENTS FOUND IN CHAPTER 121 OF THE HILLSBOROUGH COUNTY CODE OF ORDINANCES, PART B, PUBLIC UTILITIES.
4. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE PROPER OPERATION, MAINTENANCE AND TESTING OF THE BACKFLOW PREVENTION ASSEMBLY.
5. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psi.
6. SLAB WIDTH SHALL BE 5 FT TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY.
7. WHEN ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA SEE W-1D FOR BOLLARD LAYOUT. A MINIMUM OF (4) FOUR 6 INCH BOLLARDS ARE REQUIRED.
BACKFLOW PREVENTION DEVICE RPDA 3/2020
(FOR FIRE SERVICE ONLY) SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
2. EACH SERVICE SHALL TERMINATE AT A CURB METER VALVE WHICH SHALL BE BURIED 6 INCHES, ± 1 INCH, BELOW FINALGRADE AND SHALL BE CLEARLY MARKED WITH A 2 INCH x 2 INCH x 18 INCH STAKE WITH THE TOP PAINTED BLUE ANDMARKED WITH THE LOT(S) NUMBER SERVED
1-INCH HDPE TUBING
TYPICAL SINGLE SERVICE (NEAR SIDE)
3 INCH PVC OR HDPE
P
L
P
L
P
L
P
L
P
L
SLEEVE (BLUE)
P
L
1-INCH HDPE TUBING
R/W SIDEWALK
WATER MAIN
SERVICE SLEEVE
2-INCH PVC OR HDPE SLEEVE (BLUE)
(2) 1-INCH HDPE
1-INCH HDPE SERVICE LINES
SERVICE LINE (FAR (FAR SIDE)
SIDE)
SIDEWALK P
L R/W
Exhibit No.W-3A
RC
PP
L
STORM STRUCTURE
TYPICAL SINGLE SERVICE
TYPICAL FAR SIDE SERVICE CONFIGURED
(FAR SIDE) USE TWO (2) SINGLE SERVICES WHEN
AS 2 INDIV SERVICES SEPARATED BY STORM STRUCTURES
METER TO BE BETWEEN 4 FT & 6 FT STAKE TO SHOW END LOCATION TYP. TWO
FROM BACK OF CURB. PLACES (MARK TOP OF CURB WHERE APPLICABLE) (RECORD STATIONING ON AS-BUILT
6 FT C
L DRAWINGS)
MIN. ROADWAY
R/W
5 FT CURB
S/W
S/W
BLUE HDPE OR PVC SLEEVE w/SOLVENT
R/W
WELD JOINTS (MINIMUM 3 FT COVER) WATER DISTRIBUTION MAIN
CORP. STOP
NOTES:
1. SLEEVE SHALL BE EXTENDED 24 INCH PAST ANY PAVED SURFACE WITHIN DEDICATED R/W.
.
3. STATIONING NOT REQUIRED IF SERVICE IS LOCATED ON LOT LINE.
4. 18 INCH MIN. SPACING BETWEEN SERVICE TAPS ON WATER MAIN SHALL BE MAINTAINED.
5. A NEAR SIDE DUAL SERVICE CONNECTION SERVICING MORE THAN ONE RESIDENCE IS ONLY ALLOWED WHERE RECLAIMED WATER SERVICE IS AVAILABLE.
RESIDENTIAL SERVICE LAYOUT 3/2020
SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
Exhibit No.W-3B WATER METER & METER BOX (BY
COUNTY)
A A
SID
EW
AL
K
FLOW
CONNECTION TO BE MADE BY PLUMBER
PLAN
1-1/2 INCH
ANGLE METER STOP WITH
METER VALVE WITH SWIVEL NUT
SWIVEL NUT COUPLING
(SPUD) (SPUD)
POLYETHYLENE TUBING
POLYETHYLENE
SECTION "A-A"
NOTES: TUBING
1. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 2. TEMPORARY INDENTIFICATION:EACH SERVICE SHALL TERMINATE AT A METER VALVE WHICH
SHALL BE BURIED 6 INCHES, ± 1 INCH, BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2 INCH x 2 INCH x 18 INCH STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE LOT NUMBER SERVED.
RESIDENTIAL SINGLE METER SERVICE 3/2020
(NEAR SIDE & FAR SIDE) SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
Exhibit No. W-3C WATER METER & METER BOX (BY
1 INCH BRANCH
COUNTY) VALVE ASSEMBLY
A
PLAN
A
FLOW
CONNECTION TO BE MADE BY PLUMBER
SID
EW
AL
K
IRRIGATION SERVICE METER
RESIDENTIAL SERVICE METER
METER VALVE WITH
SWIVEL NUT (SPUD)
COUPLING
POLYETHYLENE TUBING
SECTION "A-A" NOTES:
1. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 2. TEMPORARY INDENTIFICATION: EACH SERVICE SHALL TERMINATE AT A METER VALVE WHICH
SHALL BE BURIED 6 INCHES, ± 1 INCH, BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2 INCH x 2 INCH x 18 INCH STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE LOT NUMBER SERVED.
RESIDENTIAL DUAL METER
3/2020
SINGLE LOT SERVICE SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
STAKE OR CURB MARKING
PAVEMENT
MIAMI CURB
1 INCH POLYETHYLENE TUBE
DEFLECT TUBING
CORPORATION STOP
WATER MAIN
R/W
METER VALVE
METER BOX
METER
6 FT MIN.
36
IN
CH
MIN
.
5 FT S/W
NOTE:
1. CAST BRONZE COMPRESSION FITTING CONNECTIONS SHALL BE USED & INSTALLED IN ACCORDANCE WITH COUNTY SPECIFICATIONS.
2. METER AND METER BOX SUPPLIED BY HILLSBOROUGH COUNTY.
3. USE 1 INCH DIAMETER HDPE FOR SINGLE SERVICE.
4. REDUCE HDPE AT THE METER WITH A BRASS REDUCER.
5. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY.
6. EACH SERVICE SHALL TERMINATE AT A METER VALVE WHICH SHALL BE BURIED 6 INCHES, ± 1 INCH, BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2 INCH x 2 INCH x 18 INCH STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE LOT NUMBER SERVED.
Exhibit No.W-3D
RESIDENTIAL METER SERVICE 3/2020
INSTALLATION (METER OVER MAIN) SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
STAKE OR CURB MARKING
METER BOX
PAVEMENT
METER VALVE
MIAMI CURB
5 FT MIN.
36
IN
CH
MIN
.
Exhibit No.W-3E
METER
DEFLECT TUBING
1 INCH POLYETHYLENE TUBE
DEFLECT TUBING
CORPORATION STOP SET AT 45°
WATER MAIN
R/W
NOTE:
1. CAST BRONZE COMPRESSION FITTING CONNECTIONS SHALL BE USED & INSTALLED IN ACCORDANCE WITH COUNTY SPECIFICATIONS.
2. METER AND METER BOX SUPPLIED BY HILLSBOROUGH COUNTY.
3. USE 1 INCH DIAMETER HDPE FOR SINGLE SERVICE.
4. REDUCE HDPE AT THE METER WITH A BRASS REDUCER.
5. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY.
6. EACH SERVICE SHALL TERMINATE AT A METER VALVE WHICH SHALL BE BURIED 6 INCHES, ± 1 INCH, BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2 INCH x 2 INCH x 18 INCH STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE LOT NUMBER SERVED.
RESIDENTIAL METER SERVICE 3/2020
INSTALLATION (NEAR SIDE) SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
R/W
STAKE OR CURB MARKING SHOWING EXISTING SERVICE SLEEVE
METER BOX
PAVEMENT
METER
24
FINISHED GRADE VALVE
MIAMI CURB 5 FT MIN.
MIAMI CURB INCH
36 IN
CH
MIN
.
METER 1 INCH POLYETHYLENE TUBE
DEFLECT DEFLECT TUBING
TUBING
CORPORATION STOP SET AT SLEEVE: SDR21 2 INCH PVC w/SOLVENT
45° WELD JOINTS OR SDR9 2 INCH PE
WATER MAIN
NOTE:
1. CAST BRONZE COMPRESSION FITTING CONNECTIONS SHALL BE USED & INSTALLED IN ACCORDANCE WITH COUNTY SPECIFICATIONS.
2. METER AND METER BOX SUPPLIED BY HILLSBOROUGH COUNTY.
3. USE 1 INCH DIAMETER HDPE FOR SINGLE SERVICE.
4. REDUCE HDPE AT THE METER WITH A BRASS REDUCER.
5. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY.
6. EACH SERVICE SHALL TERMINATE AT A METER VALVE WHICH SHALL BE BURIED 6 INCHES, ± 1 INCH, BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2 INCH x 2 INCH x 18 INCH STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE LOT NUMBER SERVED.
Exhibit No.W-3F
R/W
RESIDENTIAL METER SERVICE 3/2020
INSTALLATION (FAR SIDE) SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
Exhibit No. W-3G
EDGE OF PAVEMENT/ CURB AND GUTTER
EXIST/PROPOSED SERVICE SLEEVE, SDR21 PVC (BLUE)
R/W METER VALVE
PROPERTY 5' WATER MAIN LINE MIN
HDPE 18 INCH
MIN.
METER BOX CORPORATION
STOPS
R/W WITHOUT SIDEWALK PROPERTY
METER BOX
LINE 18 INCH
MIN.
HDPE
SIDEWALK 24 INCH MIN.
CORPORATION STOPS
R/W WITH SIDEWALK PLAN
NOTE: DO NOT INSTALL METER WITHIN SIDEWALK. INSTALL METER WITHIN R/W IN FRONT OF SIDEWALK OR AS
STAKE OR CURB MARKING SHOWINGR/W DIRECTED BY THE ENGINEER.
6' EXISTING SERVICE SLEEVE
SIDEWALK
MIN
METER MIAMI CURB
BOX
24 INCH MIN.
METER VALVE
36
IN
CH
*
MIN
.
CORPORATION STOP WATER MAIN
HDPE
EXIST/PROPOSED SERVICE SLEEVE,
HDPE SDR21 PVC OR 17 PE**
* 36 INCH MIN. OR GREATER IF REQUIRED BY APPROPRIATE PERMITTING AGENCY
PROFILE
SERVICE LINE SIZE (inches)
METER SIZE CASING SIZE (inches)
3/4 & 1 Inch Dual 3 **
1
Service
** FOR SERVICES > 50 FT (E.G., CUL DE SAC CROSSINGS), A 4 INCH DIAMETER CASING IS REQUIRED
RESIDENTIAL DUAL LOT 3/2020
METERED SERVICE (FAR SIDE) SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
HILLSBOROUGH COUNTY
POTABLE WATER
PLAN VIEW NOTE:
1. ALL LETTERING SHALL BE CAPITALIZED AND AT LEAST ONE INCH IN HEIGHT.
2. REMAINDER OF OPEN SURFACE SHALL BE CROSS HATCHED TO REDUCE SLIPPING ACCIDENTS.
3. COLOR OF BOX AND LID SHALL BE BLACK.
4. A METAL REINFORCED PICK HOLE SHALL BE CENTERED ON THE LIFTING SIDE OF THE LID.
5. THE OPTION OF HAVING LOCKING TABS TO PREVENT "FLOATING" SHALL BE BY REQUEST ONLY.
6. METER BOXES ARE TRAFFIC RATED (H-20).
7. LID THICKNESS TO BE 1.5 INCH MIN.
BA
Exhibit No.W-4
4 IN
1/2 INCH MIN.
0.75 IN
3 IN
1.25 ENTRY AREA
REMOVABLE PIPE IN.
SHORT SIDE LONG SIDE VIEW VIEW
DIMENSION * SINGLE DUAL
A 11-1/8 INCHES 14-5/8 INCHES
B 18 INCHES 16-5/8 INCHES
12 INCHES12 INCHES
C
C
* ALL DIMENSIONS ± 1/8 INCH
POTABLE WATER METER BOX 3/2020
SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
6 INCH PIPE
2. CLEARANCE BETWEEN BOTTOM OF FLANGE AND TOP OF SHEAR PAD SHALL BE 6 INCH ± 1/2 INCH TOLERANCE.
Exhibit No.W-5A
GV IN-LINE REQ'D
ANCHOR TEE SIZED AS 24 INCH
36" MIN.
REQUIRED MIN.
MAINTAIN 48" FROM BOC TO FRONT OF PUMPER NOZZLE
3-WAY FIRE PROPERTY LINE 4
2
1
INCH PUMPER NOZZLE TO HYDRANT FACE STREET
1 FT MAX.
TYPE HYDRANT
VALVE BOX
CONC. VALVE PAD
FINISHED GRADE
WATER MAIN
4
1 2
INCH PUMPER NOZZLE TO FACE STREET
6"
MIN
.
COMPACTED R
/W
R
/W
48 IN
CH
MA
X.
MECHANICAL JOINT 6 INCH RESILIENT SEAT GATE VALVE-OPEN LEFT (CCW)
1
2
1
INCH PENTAGON OPERATING NUT
24 INCHFRANGIBLE FLANGE 3-WAY FIRE HYDRANT
MIN.LOCATION FOR "TRAFFIC"
36 IN
CH
MIN
.
20"
MIN
.
24"
MA
X.
BACKFILL
6 INCH PIPE SLEEVE AS REQUIRED
MECHANICAL REST. JOINTS (TYPICAL)
24 INCH MIN.
24 INCH SQUARE OR ROUND, AND 6 INCH THICK CONCRETE SHEAR PAD W/2-#4 REBAR @6 INCH O/C ALL AROUND (SEE NOTE 2)
HYDRANT EXTENSION AS REQUIRED FOR ADDITIONAL DEPTH OF BURY
DRAIN OUTLET SHALL NOT BE PROVIDED NOTES:
1. SHEAR PAD REQUIRED FOR ALL HYDRANTS ALONG ARTERIAL AND COLLECTOR ROADWAYS . 20 INCH MIN CLEARANCE TO BE MAINTAINED BETWEEN PAD AND HYDRANT NOZZLES.
3. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK EXCEPT WHERE CONDITIONS AND/OR REGULATIONS PROHIBIT.
4. PUMPER NOZZLE TO FACE STREET. 5. PER NFPA 1, CLEARANCES OF 5' IN FRONT AND 3' TO SIDES THE FIRE HYDRANT, AND 3 FEET TO THE REAR OF THE HYDRANT MUST BE
MAINTAINED. 6. WHEN AN INLINE ISOLATION VALVE FALLS WITHIN 50 FT OF AN EXISTING ISOLATION VALVE, THE EOR MAY CONTACT THE UTILITY DESIGN
TEAM TO DETERMINE IF THE NUMBER OF VALVES CAN BE REDUCED. 7. MAINTAIN 3 FT CLEARANCE BETWEEN ALL VALVES AND HYDRANTS
FIRE HYDRANT 3/2020
(RESTRAINED) SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
6 IN PIPE
2. CLEARANCE BETWEEN BOTTOM OF FLANGE AND TOP OF SHEAR PAD SHALL BE 6 INCH ± 1/2 IN TOLERANCE.
Exhibit No.W-5B MAINTAIN 48" FROM BOC (MIAMI) INLINE GATE VALVE REQ'D TO PUMPER NOZZLE
4
2
1
INCH PUMPER NOZZLE TO FACE STREET
3-WAY FIRE HYDRANT
WATER MAIN ANCHOR TEE SIZED AS
MECH. RESTRAINED REQUIRED JOINTS (TYPICAL)
MIN. 12 INCH
48
IN
CH
MA
X.
24
IN
CH
MIN
.
36 INCH MECHANICAL JOINT 6 INCH
MIN. RESILIENT SEAT GATE VALVE-
OPEN LEFT (CCW)
R/W
1
2
1
IN PENTAGON OPERATING NUT
36
IN
CH
M
IN
.
6 IN
MIN
.
3-WAY FIRE HYDRANT
2
1 2
IN HOSE NOZZLE
FRANGIBLE FLANGE LOCATION FOR TRAFFIC TYPE HYDRANT
COMPACTED
20
" M
IN
.
24
" M
AX
. CONC. VALVE PAD
FINISH GRADE
VALVE BOX
24 IN SQUARE OR ROUND, AND 6 IN THICK CONCRETE SHEAR PAD W/2-#4 REBAR @6 IN O/C ALL AROUND (SEE
NOTE 2)
HYDRANT EXTENSION AS REQUIRED FOR ADDITIONAL DEPTH OF BURY
DRAIN OUTLET SHALL NOT BE PROVIDED
6 INCH PIPE SLEEVE AS REQUIRED
BACKFILL
24 INCH MIN.
NOTES:
1. SHEAR PAD REQUIRED FOR ALL HYDRANTS ALONG ARTERIAL AND COLLECTOR ROADWAYS. 20 IN MIN CLEARANCE TO BE MAINTAINED BETWEEN PAD AND HYDRANT NOZZLES.
3. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK EXCEPT WHERE CONDITIONS AND/OR REGULATIONS PROHIBIT.
4. PUMPER NOZZLE TO FACE STREET. 5. PER NFPA 1, CLEARANCES OF 5 FEET TO FRONT AND 3 FT TO SIDES, AND 3 FT TO THE REAR OF THE HYDRANT MUST BE MAINTAINED. 6. WHEN AN INLINE ISOLATION VALVE FALLS WITHIN 50 FT OF AN EXISTING ISOLATION VALVE, THE EOR MAY CONTACT THE UTILITY DESIGN
TEAM TO DETERMINE IF THE NUMBER OF VALVES CAN BE REDUCED. 7. MAINTAIN 3 FT CLEARANCE BETWEEN ALL VALVES AND HYDRANTS
FIRE HYDRANT FOR LIMITED SPACE 3/2020
(RESTRAINED) SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
R/W
FIRE HYDRANT OR RELOCATED FIRE HYDRANT
Exhibit No.W-5C
SPOOL PIECES (TYPICAL) AS REQUIRED
3-6 INCH GATE VALVES (RESTRAINED)
1-6 INCH PLUG (RESTRAINED)
TO WATER MAIN EXTENSION
MIN. ONE FULL LENGTH OF 6 INCH DIP (TYPICAL)
1-6 INCH x 6 INCH CROSS TEE (RESTRAINED)
EXIST. 6 INCH GATE VALVE & ANCHOR COUPLING
EXIST. WATER MAIN
BOC
WATER MAIN EXTENSION 3/2020
WITH HYDRANT DETAIL SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
R/W
FIRE HYDRANT
SPOOL PIECES (TYPICAL)
Exhibit No.W-5D
6 INCH GATE VALVE (RESTRAINED)
BOC
BOC
6 INCH GATE VALVE (RESTRAINED)
WATER MAIN
GATE VALVE (RESTRAINED)
R/W
FAR SIDE HYDRANT DETAIL 3/2020
SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
Exhibit No.W-6A
FINISHED GRADE VALVE PAD C
L HILLSBOROUGH COUNTY METER BOX AS
CAM-LOCK MALE ADAPTER & LISTED IN APPENDIX B.
DUST CAP
12
IN
CH
(M
AX
.)
C
L
36
IN
CH
M
IN
. C
OM
PA
CT
ED
C
OV
ER
6 IN
CH
MIN
.
VALVE BOX
1/4 INCH AGGREGATES
COMPACTED SOIL AS PER SPECS.
C
L 4 INCH GATE VALVE RESILIENT SEAT w/2 INCH SQUARE NUT & EXTENSION STEM.
THREADED 2 INCH BRASS 90° ELBOW
2 INCH BRASS
2 IN
CH
B
RA
SS
WATER MAIN
OFFSET TAPPED PLUG
REDUCER AS REQ'D (RESTRAINED)
(RESTRAINED) C
L NOTES:
1. ALL BRASS PIPE AND FITTINGS SHALL BE THREADED SCH. 40.
2. CAM-LOCK MALE ADAPTER & DUST CAP SHALL BE STAINLESS STEEL/THREADED.
3. ACTUAL LENGTH OF THE BLOWOFF PIPING TO BE DETERMINED IN THE FIELD.
4. DEFLECT OR INSTALL FITTINGS AS REQUIRED TO MAINTAIN COVER AND TO SET BLOW-OFF ASSEMBLY PLUMB.
5. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE.
6. A FULL SIZE IN-LINE VALVE MAY BE USED AT PROJECT PHASE LINES. THE VALVE MAY REQUIRE RELOCATION, IF THE VALVE FALLS WITHIN CONCRETE IN THE NEXT PHASE.
BLOWOFF ASSEMBLY 3/2020
SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
4
I
N
P
V
C
5
0
F
T
R
3
5
F
T
R
100 FT R/W
4 IN 45° BEND
C
L
150 F
T M
AX
IM
UM
4 IN 45° BEND
BLOW-OFF ASSEMBLY TO BE INSTALLED
25 FT R BEYOND LAST DRIVEWAY IN
4 IN 45° BEND CUL-DE-SAC.
2 FT 2 FT R/W
8 FT R/W
8 FT
Exhibit No.W-6B
4" P
VC
W
AT
ER
M
AIN
5 FT S/W 5 FT S/W
*FIRE HYDRANT ASSEMBLY
20 FT
25 FT R
50 FT R/W
20 FT MIN
BLOW-OFF ASSEMBLY AND FIRE HYDRANT 3/2020
@ CUL-DE-SAC ROAD UP TO 150 FT IN LENGTH SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
140 FT R/W
EOP OF
LANDSCAPED
ISLAND
(PREFERRED)
Exhibit No.W-6C
8 FT
50 FT R/W
8 FT
5
F
T
2
0
0
F
T
R
UTILITY STRIP
20 FT
5 FT SIDEWALK
3
F
T
R
/
W
2 FT 2 FT
6
0
F
T
R
4
0
F
T
R
M
A
X
20 F
T
6 IN GATE VALVE
6 IN PVC WATER MAIN
* SEE FIRE HYDRANT EXHIBITS W-5A -
W-5D
*FIRE HYDRANT ASSEMBLY
4 IN x 6 IN REDUCER
2 F
T M
IA
MI C
UR
B
BACK OF CURB
BLOW-OFF ASSEMBLY TO BE INSTALLED BEYOND LAST DRIVEWAY IN CUL-DE-SAC.
LO
CA
TE
F
IR
E H
YD
RA
NT
WIT
HIN
150 F
T O
F C
EN
TE
R
OF
C
UL-D
E-S
AC
1
8
7
.5
F
T
R
BLOW-OFF ASSEMBLY AND FIRE HYDRANT 3/2020
@ CUL-DE-SAC GREATER THAN 150 FT IN LENGTH SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
P
V
C
P
V
C
P
V
C
D
.I.P
.
R
E
S
T
R
A
I
N
E
D
J
O
I
N
T
S
T
O
T
A
L
L
E
N
G
T
H
O
F
R
E
S
T
R
A
I
N
F
O
R
P
V
C
P
V
C
TOTAL LENGTH OF RESTRAIN FOR D.I. PIPE
RESTRAINER STANDARD JOINT
Exhibit No.W-7A
RESTRAINER D.I.P.
D.I.P. D.I.P.D.I.P.
D.I.P.
RESTRAINED PLUG
JOINTS NOTES:
1. FOR LENGTH OF PIPE AND NUMBER OF JOINTS TO BE RESTRAINED SEE TABLE (THIS PAGE).
2. ONLY DUCTILE IRON FITTINGS SHALL BE USED AT JOINTS TO BE RESTRAINED UNLESS OTHERWISE SPECIFIED BY THE PUD DEPARTMENT.
3. ALL INTERNALLY RESTRAINED JOINTS SHALL BE MARKED RED.
RESTRAINER
MECHANICAL JOINT VALVE
TOTAL LENGTH OF RESTRAIN FOR D.I. PIPE
STANDARD JOINT
RE
ST
RA
IN
ED
JO
IN
TS
TO
TA
L L
EN
GT
H O
F
RE
ST
RA
IN
F
OR
D
.I. P
IP
E
DESIGN ENGINEER SHALL CALCULATE PROPER VALUES AND FILL IN TABLE PRIOR TO SUBMITTAL.
RESTRAINED JOINTS
MINIMUM FOOTAGE OF PIPE RESTRAINT
PIPE SIZE (INCHES)
STANDARD JOINT H-B
11-1/4° VU-B
VD-B
H-B
22-1/2° VU-B
MINIMUM DESIGN CRITERIA BEDDING VD-B
TYPE: 3 H-B
DESIGN PRESSURE: 150 PSI. 45° VU-B
SAFETY FACTOR: 1.5 DEPTH OF COVER: 3.0 FT.
VD-B
H-B
90° VU-B
VD-B
TEE
DEAD END PLUG
REDUCER
H-B: HORIZONTAL BEND VU-B: VERTICAL-UP BEND
VD-B: VERTICAL-DOWN BEND
STANDARD JOINT
RESTRAINED JOINT-STANDARD 3/2020
SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
RESTRAINER RESTRAINER
PVCD.I.P.
PVC
METHOD OF RESTRAINING PUSH-ON JOINT PIPE
RESTRAINING ROD
Exhibit No.W-7B
PVC
PVC
RESTRAINER - SEE APP. B
DETAIL PUSH-ON JOINT
RESTRAINING ROD
PVC
D.I.P.
RESTRAINER - SEE APP. B
DETAIL M.J. JOINT
RESTRAINED JOINT 3/2020
FOR PVC C-900 PIPE (4 IN TO 12 IN) SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
2 INCH QUICK COUPLING MALE ADAPTER FINISHED GRADE (CAMLOCK) W/ 2 INCH STAINLESS STEEL CAP
2 INCH CURB STOP BRASS, LOCKABLE
2 IN
. T
O
6 IN
CH
90 DEG. BEND
90 DEG. BEND
3 INCH DEPTH (MIN.) OF 1/4 INCH AGGREGATE
UNION W/IN 12" OF GRADE
TAPPING SADDLE
WATER DISTRIBUTION
MAIN
Exhibit No.W-8A
TRAFFIC BEARING WATER METER BOX & COVER (AASHTO H-20)
2 INCH BRASS PIPE & FITTINGS (TYPICAL)
2 INCH CORPORATION STOP
AIR RELIEF VALVE - MANUAL 3/2020
SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
APPROVED ACCESS RING AND COVER PER APPENDIX B
GRADE
24 INCHES
6 IN
CH
MIN
.
1 F
T
MIN
. SCH 10 SS
48
IN
CH
ES
M
IN
. (S
EE
N
OT
E 1
)
Exhibit No.W-8B
LOCKING CURB STOP (IP IN/OUT)
9 INCHES
FOR WATER MAINS 2 INCH AIR RELEASE VALVE (ARV)
2 INCH CORP STOP (IP OUTLET)
PRECAST 4 FT DIA. CONC. VAULT. BARREL TO HAVE PIPE SLOT
WATER MAIN
2 INCH TAPPING FLEXIBLE SEAL
SADDLE
6
IN
NOTES:
1. THE MINIMUM DEPTH OF THE ENTIRE PROPOSED WATER MAIN SHALL BE INCREASED AS SHOWN TO ENSURE THE VALVE VAULT FOR AN AUTOMATIC ARV CAN BE INSTALLED FLUSH WITH THE PROPOSED GRADE.
2. ENGINEER SHALL SUBMIT A FLOTATION CALCULATION TO THE COUNTY. VAULT SHALL BE TRAFFIC BEARING (H-20).
3. THE OPEN END OF THE AIR RELIEF PIPE WILL BE PROVIDED WITH A SCREENED, DOWNWARD-FACING ELBOW.
4. SEE APPENDIX B FOR APPROVED PRODUCTS.
AUTOMATIC AIR RELIEF VALVE 3/2020
ASSEMBLY-STANDARD SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
APPROVED ACCESS RING AND COVER AS LISTED IN APPENDIX B
FINISHED GRADE SCH 10 SS
Exhibit No.W-8C
R/W
1 F
T
MIN
.
6 IN
MIN
.
1 FT MIN.
72
IN
M
IN
.
(S
EE
N
OT
E 1
)
PRECAST 4 FT DIA. CONCRETE VALVE
VAULT FOR POTABLE WATER
4 INCH D.I. 9 INCHES
MAINS 2 INCH AIR RELEASE VALVE
90° BEND FLEXIBLE SEAL
2 INCH CURB STOP (IP IN/OUT)
48
IN
SEE
* NOTE 1
4 INCH GATE VALVE & BOX, 4 INCH MJ TAPPED PLUG w/ECC. 2 INCH PIPE TAP
4 INCH TAPPING VALVE
CONC. BRICK FOR PIPE SUPPORT AS REQUIRED
2 INCH BRASS PIPING w/A POSITIVE SLOPE TOWARD A.R.V. ASSEMBLY
LINE SIZE x 4 INCH TAPPING SLEEVE
POTABLE WATER MAIN
NOTE:
1. THE MINIMUM DEPTH OF THE ENTIRE PROPOSED WATER MAIN SHALL BE INCREASED AS SHOWN TO ENSURE THE VALVE VAULT FOR AN AUTOMATIC ARV CAN BE INSTALLED FLUSH WITH THE PROPOSED GRADE. * IF A FOSTER ADAPTER IS USED THE DEPTH OF BURY CAN BE REDUCED 10 INCHES
2. ENGINEER SHALL SUBMIT A FLOTATION CALCULATION TO THE COUNTY. VAULT SHALL BE TRAFFIC BEARING (H-20).
3. THE OPEN END OF THE AIR RELIEF PIPE WILL BE PROVIDED WITH A SCREENED, DOWNWARD-FACING ELBOW.
4. SEE APPENDIX B FOR APPROVED PRODUCTS.
AUTOMATIC AIR RELIEF VALVE 3/2020
ASSEMBLY-OFFSET SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
APPROVED ACCESS RING AND COVER AS LISTED IN APPENDIX B
FINISHED GRADE SCH 10 SS
Exhibit No.W-8D
R/W
66
IN
CH
M
IN
.
(S
EE
N
OT
E 1
)
1 F
T
MIN
.
6 IN
MIN
.
1 FT MIN.
PRECAST 4 FT DIA. CONCRETE VALVE
VAULT FOR POTABLE 9 INCHES WATER MAINS 2 INCH
4 INCH D.I. AIR RELEASE VALVE
90° BEND FLEXIBLE SEAL
2 INCH CURB STOP (IP IN/OUT)
SEE
*
48
IN
CH
NOTE 1
4 INCH GATE VALVE & BOX, 4 INCH MJ TAPPED PLUG w/ECC. 2 INCH PIPE TAP
CONC. BRICK FOR PIPE SUPPORT AS REQUIRED
2 INCH BRASS PIPING w/A POSITIVE SLOPE TOWARD A.R.V. ASSEMBLY
LINE SIZE x 4 INCH TAPPING SLEEVE OR LINE SIZE X 4 INCH TEE
POTABLE WATER MAIN
NOTE:
1. THE MINIMUM DEPTH OF THE ENTIRE PROPOSED WATER MAIN SHALL BE INCREASED AS SHOWN TO ENSURE THE VALVE VAULT FOR AN AUTOMATIC ARV CAN BE INSTALLED FLUSH WITH THE PROPOSED GRADE. *IF A FOSTER ADAPTER IS USED THE DEPTH OF BURY CAN BE DECREASED 10 INCHES.
2. ENGINEER SHALL SUBMIT A FLOTATION CALCULATION TO THE COUNTY. VAULT SHALL BE TRAFFIC BEARING (H-20).
3. THE OPEN END OF THE AIR RELIEF PIPE WILL BE PROVIDED WITH A SCREENED, DOWNWARD-FACING ELBOW.
4. SEE APPENDIX B FOR APPROVED PRODUCTS.
NEW CONSTRUCTION (NOT IN SERVICE) 3/2020
AIR RELIEF VALVE ASSEMBLY - OFFSET SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
A A
(2) npph
Exhibit No.W-8E
AIR RELEASE RING AND COVER 3/2020
SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
(4) 1" DIA
25 3/4" DIA.
2"
7"
26" DIA.
2"
24" DIA.
27" DIA.
35 1/2" DIA.
Exhibit No.W-9A ASPHALT SURFACE
TOP FLUSH WITH 9 INCHES
FINISHED GRADE
x x x x x x x
x x x x x
BASE
4 IN x 4 IN x18 IN LONG (MIN.) PRECAST
VALVE BOX AND POST WITH 3-1/2 IN DIAMETER BRONZE SURVEY MARKER DISC SET IN GROUT AS
COVER (TYP.) SHOWN.
EXAMPLE "A"
ASPHALT SURFACE 3-1/2 INCH BRONZE SURVEY MARKER DISC FIELD STAMP AS REQUIRED.
(SEE NOTE)
TOP FLUSH WITH FINISHED GRADE
CONCRETE 12 INCHES
GUTTER
VALVE BOX AND 24 IN x 24 IN x 6 IN CONCRETE COLLAR w/WWF 4x4
BASE COVER (TYP.)
- W2.1xW2.1
SIZE OF VALVE
TYPE OF VALVE
EXAMPLE "B" SERVICE
12"
NOTE:
GV
BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL WATER DIRECTION & NUMBER
CCW-20
VALVES. OF TURNS TO OPEN
MARKER DISC DETAIL
VALVE BOX & MARKER INSTALLATION 3/2020
FOR PAVED AREAS SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
Exhibit No.W-9B FINISHED GRADE
1 INCH CHAMFER
3 IN. Ø BRONZE DISC
3 INCH BRASS THREADED PLUG
24
IN
CH
6 IN
CH
2 IN
.
x x x x x x
6 IN
6
IN
ANCHORS 3 INCH PVC
3 IN. DIA. BRONZE DISC; ANCHOR IN CONC. PAD; STAMP AS REQUIRED.
SIZE OF VALVE
TYPE OF VALVE
SERVICE
DIRECTION & NUMBER OF TURNS TO OPEN
12" GV
WATER CCW-20
ROUND VALVE BOX COVER
3 INCH PVC w/SLOTTED BRASS THREADED PLUG (FLUSH)
6 INCH WATER 1
2 IN
CH
6 INCH
12 INCH
24 INCH
NOTES:
1. CONCRETE TO BE TYPE I GENERAL PORTLAND CEMENT WITH 3/4 IN. TOP SIZE AGGREGATE AND SHALL DEVELOP A 28-DAY STRENGTH OF 3000 psi
2. REINFORCING STEEL SHALL BE WELDED WIRE FABRIC 6x6 - W1.4 x W1.4
3. CONCRETE VALVE PAD SHALL BE POURED IN PLACE AND SHALL BE SET 1 IN. ABOVE FINISHED GRADE
CONCRETE VALVE PAD 3/2020
(FOR UNPAVED AREAS) SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
2'-6
"
MIN
.
RAILROADSROADS
℄ OUTSIDE OF TRACK OR OUTSIDE LANE
RUNNER (2)
VARIES 25 FT. MIN. RISER
3 FT. MIN.
(1
)
3 F
T M
IN
.
(1
)
3 F
T M
IN
.
A
Exhibit No.W-10
8 FT MIN. TO 12 FT MAX. BETWEEN SPACERS
(1)5'-6" MIN. (1)
4'-6" ON SECONDARY TRACK STEEL CASING AS SHOWN ON RESPECTIVE
D2
DRAWING AND AS DEFINED IN SPECIFICATIONS
2 IN
. M
IN
.
NOTES: T
1. VERTICAL DIMENSIONS TYPICAL FOR CASINGS
CARRIER PIPE
RUBBER END SEAL SECURED WITH STAINLESS STEEL BANDS AT EACH END
A OF CASING.
CASING
2. WITH CURB: 6 FT STATE & 2 FT COUNTY ROADS MINIMUM BELL
WITHOUT CURB: 8 FT STATE & 4 FT COUNTY ROADS MINIMUM SPACER
3. STEEL CASING PIPE SHALL CONFORM TO THE REQUIREMENTS OF AWWA C-200 AND ASTM A-139, GRADE B.
SECTION A-A 4. WHEN CASING IS INSTALLED WITHOUT BENEFIT OF A PROTECTIVE
COATING, AND SAID CASING IS NOT CATHODICALLY PROTECTED, THE WALL THICKNESS SHOWN SHALL BE INCREASED TO THE NEAREST STANDARD PRESSURE MAIN TO BE RESTRAINED WITH SIZE WHICH IS A MINIMUM OF 0.063" GREATER THAN THE THICKNESS MANUFACTURERS RESTRAINED JOINTS THROUGH SHOWN EXCEPT FOR DIAMETERS LESS THAN 12.75 IN. CASING. USE (3) SS CASING SPACER CENTERED ON
EACH PIPE LENGTH. 5. FOR REFERENCE ONLY.
(3)
(4)
MINIMUM CASING SIZE AND THICKNESS (INCHES)
D.I.P.-M.J. 4 6 8 10 12 14 16 18 20 24 30 36 42 48
D.I.P.-P.O. 4 6 8 10 12 14 16 18 20 24 30 36 42 48
PVC 4 6 8 10 12
PVC FUSIBLE 4 68 10 12
STEEL CASING PIPE (D2) (5)
10 12 14 16 18 20 24 24 30 30 30 36 36 42 48 54 60 66
WALL THICKNESS (T) ROADS .188 .188 .25 .25
.25 .25 .25 .25 .312 .312 .312 .375 .375
.5 .5 .5 .5 .5
WALL THICKNESS (T) R.R. .188 .188 .188
.219 .25 .281 312 .312 .406 .406 .406 .469 .469
.562 .625 .719 .781 .875
CASING DETAILS 3/2020
JACK & BORE SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
MIN
.
3'-0
"
CO
VE
R
Exhibit No.W-11
RESTRAINED JOINT PIPE TO EXTEND A MINIMUM OF 1 FULL PIPE LENGTH BEYOND LAST OFFSET
FITTING
MIN. 6" CLEARANCE
MIN. 2'-0" COVER ON SLAB
MIN. 6" COVER
11.25°/22.5°/45°BEND
DITCH BOTTOM CLEARANCE DETAIL
FINISHED GRADE
12" 12"
O.D. OF PIPE
MIN
.
3'-0
"
CO
VE
R
4"
6"
OF
P
IP
EO
.D
.
MIN
.
CONCRETE SLAB
COMPACTED BACKFILL
CONCRETE SLAB
NOTE: SLAB CONCRETE SHALL HAVE A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3000 psi (min).
DITCH BOTTOM CLEARANCE 3/2020
AND CONCRETE PROTECTIVE SLAB SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
W-12AExhibit No.
BASE COURSE NON-PAVED
PAVED AREAS
AREAS COVER INSCRIBED FOR WATER
CONCRETE VALVE PAD (W-9B)PAVEMENT (FOR PAVED AREA)
CONCRETE COLLAR FINISHED GRADE (FOR NON-PAVED AREA)
(EXHIBIT W-9A)
3 INCH PVC W/ THREADED BRASS INVERTED SLOTTED PLUG (FLUSH)
COMPACTED EARTH
CAST IRON, ROADWAY TYPE, EXTENSION VALVE BOX (INSIDE SCREW)
COMPACTED BACKFILL PER SPECIFICATIONS
TWO PAIRS OF BLUE INSULATED 10-GAUGE SOLID COPPER OR COPPER CLAD STEEL CORE WIRE (TYP.) EACH PAIR HEADING IN OPPOSITE DIRECTIONS
WATER DISTRIBUTION MAIN
DUCT TAPE (TYP.)
UNDISTURBED EARTH
NOTES:
1. EXTENSION ON VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE.
2. OPERATING NUT SHALL BE SO AS TO BE WITHIN 12 INCHES OF GRADE. EXTENSION TO BE PROVIDED AS REQUIRED.
3. ALL NON-METALIC PIPE SHALL REQUIRE TWO INSULATED 10 GAUGE SOLID COPPER OR COPPER CLAD STEEL CORE LOCATING WIRES TAPED WITH 2 INCH WIDE DUCT TAPE AT THE 10:00 AND 2:00 POSITION ON THE PIPE AT EVERY JOINT AND 4 TO 5 FEET SPACING. WIRE FOR DIRECTIONAL DRILL APPLICATIONS SHALL BE COPPER CLAD "HARD DRAWN" STEEL CORE WITH A MINIMUM BREAKING STRENGTH OF 1000 PSI.
4. LOCATING WIRES TO TERMINATE 4 INCHES ABOVE CONCRETE VALVE PAD AND FOLDED BACK INSIDE 3 INCH PVC ACCESS PIPE AND PLUGGED.
5. LOCATING WIRES SHALL BE CAPABLE OF DETECTION BY A CABLE LOCATOR AND PASS A FIELD CONDUCTIVITY TEST THAT IS WITNESSED BY THE COUNTY FROM END TO END OF WIRES.
6. SPLICES SHALL BE CAPABLE OF COMPLETE SUBMERSION. 7. NO MORE THAN ONE SPLICE BETWEEN VALVES IS ALLOWED.
36
IN
CH
M
IN
.
CO
MP
AC
TE
D C
OV
ER
12
IN
CH
1 IN
VALVE AND TRACER WIRE 3/2020
PAVED OR NON-PAVED AREAS SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
W-12B
* NOTE:
Exhibit No.
2 INCH MALE NUT (SQ) OPERATING NUT SHALL BE WITHIN 12 INCHES OF GRADE.
WELDED CONNECTION
1 INCH SCH 40 BLACK STEEL PIPE
*LENGTH AS REQUIRED
VALVE NUT
WELDED CONNECTION
2 INCH FEMALE NUT TO FIT OVER VALVE NUT
VALVE EXTENSION FOR GATE VALVES 3/2020
SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
EXAMPLE
Exhibit No.W-13
DIVIDE 30 INCH TRUNK DIAMETER BY 2. (30/2=15) EXCAVATION SHALL BE PROHIBITED WITHIN 15 FT OF THE TRUNK OR THE LIMITS OF THE DRIPLINE, WHICHEVER IS GREATER.
TRUNK DIAMETER MEASUREMENT TO BE MADE 4-1/2 FT. ABOVE
EXIST GRADE.
*15 FT
DR
IP
LIN
E
TRENCHING ZONE NO TRENCHING ZONE
(SEE EXAMPLE)
EXIST. GROUND
TRENCHING ZONE 3 F
T
BORE BENEATH @ 3 FT. DEPTH MIN.
PROFILE VIEW
AVOID BORING DIRECTLY BENEATH TREE IF AT ALL POSSIBLE
DRIPLINE-VARIES
*
1
5
F
T
(
S
E
E
E
X
A
M
P
L
E
)
TRENCHING ZONE TRENCHING ZONE
BORE UNDER TREE AT LEAST 36 INCHES DEEP
PLAN VIEW
BORING FOR UTILITIES 3/2020
SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA
Exhibit No.W-14
NATURAL GROUND OR FINISHED
STAGE 3: BACKFILL LAYERS SHALL NOT GRADE PER PLANS
EXCEED 12 INCH LIFTS. TRENCH WIDTH
MIN. = 1 FT + PIPE O.D.
3F
T M
IN
.
12
IN
STAGE 1: BACKFILL LAYERS SHALL NOT EXCEED 6 INCHES OF LOOSE THICKNESS BEFORE BEING COMPACTED.
6 INCH PIPE BEDDING (MIN)
INCHES OF LOOSE THICKNESS BEFORE BEING STAGE 2: BACKFILL LAYERS SHALL NOT EXCEED 6
(AS REQUIRED)
COMPACTED.
UNDISTURBED SOIL
TRENCH BOTTOM SHALL BE HAND EXCAVATED TO CLEAR PIPE BELL
NOTES:
1. TESTING: SEE SPECIFICATION 331001, PART 4.12 FOR TESTING REQUIREMENTS.
2. BEDDING: 6 INCHES BEDDING (MIN) AS REQUIRED. IN THE EVENT UNSUITABLE OR UNSTABLE SOIL IS ENCOUNTERED, REMOVE IT AND REPLACE WITH MATERIAL MEETING AASHTO SOIL CLASSIFICATION A-1, A-2, OR A-3. SEE SPECIFICATION 331001 PART 4.4.
3. STAGE 1: ADEQUATE COMPACTED FILL SHALL BE PLACED ABOVE THE BEDDING MATERIAL AND BENEATH THE HAUNCHES OF THE PIPE. BACKFILL LAYERS SHALL NOT EXCEED 6 INCHES OF LOOSE THICKNESS BEFORE BEING COMPACTED.
4. STAGE 2: BACKFILL LAYERS SHALL NOT EXCEED 6 INCHES OF LOOSE THICKNESS BEFORE BEING COMPACTED. COMPACTION SHALL BE 98% OF THE MAXIMUM DENSITY (AASHTO T-180/ASTM D1557) TO A POINT 1 FT ABOVE THE PIPE (OR AS STATED IN THE SPECIFICATION).
5. STAGE 3: BACKFILL LAYERS SHALL NOT EXCEED 12-INCH LIFTS. COMPACTION SHALL BE 98% OF THE MAXIMUM DENSITY (AASHTO T-180/ASTM D1557) OR AS STATED IN THE SPECIFICATION
TRENCH DETAIL 3/2020
BACKFILL & COMPACTION
SCALE: N.T.S.
HILLSBOROUGH COUNTY, FLORIDA