Post on 24-Aug-2020
SECTION 6
POTABLE WATER
ISSUE DATE NOVEMBER 1st, 2011
Page List
Page Number Page Title
COVER COVER
PW-01 TYPICAL BACTERILOGICAL SAMPLE POINT
PW-02 FIRE HYDRANT WITH TYPICAL GATE VALVE
PW-03 FIRE HYDRANT PROTECTION IN PAVED AREAS
PW-04 4 INCH AND ABOVE BACKFLOW ASSEMBLY FOR FIRE LINES
PW-05 3 INCH AND ABOVE METERS WITH BY-PASS ASSEMBLIES
PW-06 1 INCH WATER METER
PW-07 2 INCH WATER METER WITH BACKFLOW PREVENTER
PW-08 TYPICAL WATER SERVICE
PW-09 BUILDING AREA-BELOW GROUND WATER METER
PW-10 METER BANK DETAIL
PW-11 AUTOMATIC FLUSHING ASSEMBLY
PW-12 TEMPORARY BLOW OFF ASSEMBLY
PW-13 PERMANENT BLOW OFF ASSEMBLY
PW-14 AUTOMATIC AIR RELEASE VALVE
FINAL GRADE
2. PLUG SADDLE WITH BRASS PLUG ONLY
1. TEMPORARY 1" POLY
EPOXY OR NYLON COATED STAINLESS
STEEL DOUBLE STRAP SERVICE SADDLE
MAIN
3. TEMPORARY SETUP AND BACKFILL
WITH CLEAN FILL AND COMPACT
NOTE:
1: REMOVE RISER PIPE AND INSTALL BRASS PLUG AFTER FDEP CERTIFICATIONS.
2: USE TEFLON TAPE IN LIEU OF PIPE DOPE ON THREADED FITTINGS.
1" CURB STOP
3' -0" MIN.
DRAWN BY: DEC
APPROVED BY: BRB
SAMPLE POINT
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
PW-01
ID: PW-01-BACT.dwg
TR
AF
FIC
B
RE
AK
AW
AY
F
LA
NG
E
R/W
1'-0"
L
C
18"
2'-0"
6" M
AIN
GA
TE
V
ALV
E
36" M
IN
.
BU
RY
C
L
VA
RIE
S
ST
AN
DA
RD
3-W
AY
H
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RA
NT
P
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AF
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W, 2 C
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LV
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FIN
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RA
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(T
YP
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CO
NC
. S
UP
PO
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B
LO
CK
UN
DE
R T
EE
A
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ALV
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NO
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:
1.
BO
LLA
RD
S S
HA
LL B
E IN
ST
ALLE
D W
HE
N IN
ST
ALLA
TIO
N C
AN
B
E D
AM
AG
ED
;
SE
E F
IR
E H
YD
RA
NT
P
RO
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CT
IO
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P
AV
ED
S
ER
VIC
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A D
ET
AIL
CO
MP
AC
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D F
ILL
AR
OU
ND
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MA
IN
B
ET
WE
EN
H
YD
RA
NT
A
ND
VA
LV
E S
HA
LL A
LW
AY
S B
E P
LU
MB
2" T
O 4" M
IN
WA
TE
R M
AIN
6" M
.J. H
YD
RA
NT
T
EE
S
IZ
ED
AC
CO
RD
IN
G T
O M
AIN
/T
AP
SLE
EV
E &
T
YP
E A
S S
PE
CF
IE
D
CO
NC
RE
TE
SU
PP
OR
T
DRAWN BY: DEC
APPROVED BY: BRB
FIRE HYDRANT WITH
TYPICAL GATE VALVE
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
PW-02
ID: PW-02-FH.dwg
SEE TYPICAL BOLLARD
DETAIL
FIRE
34"
34"
24" 24"
BOLLARDS SHALL BE INSTALLED FOR FHA PROTECTION IN PAVED AREAS
STEAMER NOZZLE
TO FACE STREET
(SEE NOTE #1)
"BOLLARD" 6- INCH DIA.
SEE TYPICAL BOLLARD
DETAIL
CONCRETE
SUPPORT
TYPICAL TRAFFIC FLOW
GATE VALVE LID
"FIRE" CAST INTO LID, PAINT LID
FEDERAL SAFTEY YELLOW
3" DIA. BRASS DISC.
DETAIL
"
TURNS
CCW OPEN
20
3"
2"
3" DIA. BRASS DISC. ANCHORED IN
CONCRETE (SEE DETAIL)
DATE:
DRAWN BY: DEC
APPROVED BY: BRB
FIRE HYDRANT PROTECTION
IN PAVED SERVICE AREAS
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
PW-03
ID: PW-03-FHP.dwg
6" THICK
CONCRETE SLAB
WITH FIBER MESH
(3000 PSI)
4"-10" DUCTILE IRON PIPE
DOUBLE DETECTOR CHECK ASSEMBLY
REQ'D. BY CHARLOTTE COUNTY UTILITIES.
O.S. & Y. FLANGED GATE VALVE
(TYPICAL)
12"
MIN.
12"
MIN.
12"
MIN.
PLAN VIEW
45° BEND
GRADE
36"MIN.
48''MAX.
P.V.C.
P.V.C.D.I.P.
D.I.P.P.V.C.
P.V.C.
ELEVATION "A-A"
NOTE:
1. DOUBLE DETECTOR CHECK ASSEMBLY SHALL MEET FOUNDATION
FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH
UNIVERSITY OF SOUTHERN CALIFORNIA REQUIREMENTS AND SHALL
BE APPROVED BY CCU.
2. BACKFLOW CAN HAVE BUILT IN FDC IF SHOWN ON THE ENGINEERING
DRAWINGS.
3. ADJUSTABLE PIPE SUPPORTS TO BE ANCHORED TO CONCRETE SLAB.
12"
MIN.
36"MIN.
48''MAX.
45° BEND
4- MIN; 1/2" STAINLESS
STEEL BOLTS
18" MIN.
6" THICK CONCRETE
SLAB WITH FIBER
MESH (3000 PSI)
12"
MIN.
12"
MIN.
ADJUSTABLE
PIPE SUPPORT
DRAWN BY: DEC
APPROVED BY: BRB
4"-10" BACKFLOW PREVENTION
ASSEMBLY
FOR FIRE LINE SYSTEMS
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
PW-04
ID: PW-04-FLBF.dwg
GRADE
"A" "C"
"B"
METER - AS APPROVED BY CCU
ADJUSTABLE
PIPE SUPPORT
PROFILE VIEW
NOTE:
1. REDUCED PRESSURE AND BACKFLOW ASSEMBLY SHALL MEET THE
FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH
UNIVERSITY OF SOUTHERN CALIFORNIA REQUIREMENTS AND SHALL BE
APPROVED BY CCU.
2. BYPASS METER SHALL BE INSTALLED BY THE CONTRACTOR IF REQUIRED BY
THE ENGINEERING DRAWINGS AND CCU.
3. ADJUSTABLE PIPE SUPPORTS TO BE ANCHORED TO CONCRETE SLAB.
STRAINER
SEE LENGTH TABLE
LENGTH TABLE
LABEL LENGTH
A
MINIMUM 7 PIPE DIAMETERS
B
LENGTH PER MANUFACTURER
C
MINIMUM 3 PIPE DIAMETERS
RTU ANTENNA
6" THICK
CONCRETE SLAB
WITH FIBER MESH
(3000 PSI)
PLAN VIEW
O.S. & Y. FLANGED GATE VALVE
(TYPICAL)
REDUCED PRESSURE AND BACKFLOW ASSEMBLY
REQ'D. BY CHARLOTTE COUNTY UTILITIES.
45° BEND
45° BEND
ADJUSTABLE
PIPE SUPPORT
(BYPASS PIPING)
ADJUSTABLE
PIPE SUPPORT
(TYPICAL)
12" MIN.
12" 12"
P.V.C.
P.V.C.
6" THICK
CONCRETE SLAB
WITH FIBER MESH
(3000 PSI)
ADJUSTABLE
PIPE SUPPORT
(BYPASS PIPING)
D.I.P. P.V.C.
P.V.C.
36"MIN.
48''MAX.
STRAINER
(IF REQUIRED)
BY-PASS ASSEMBLY (SAME SIZE
AS MASTER METER)
(ALLOW FOR BY-PASS ASSEMBLY
TO BE INSTALLED IN FUTURE)
4- MIN; 1/2" STAINLESS
STEEL BOLTS
8"
8"
DRAWN BY: DEC
APPROVED BY: BRB
3" & ABOVE WATER METERS WITH
PROVISION FOR BY-PASS ASSEMBLY
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
PW-05
ID: PW-05-3WMBP.dwg
DOUBLE SERVICE
SINGLE SERVICE
NOTES:
1. SERVICE SADDLES SHALL BE EPOXY OR NYLON COATED WITH IRON PIPE THREAD INLET WITH DOUBLE STAINLESS
STEEL STRAPS.
2. SERVICE AND METER SHALL BE PLACED/LOCATED IN RIGHT-OF-WAY AT PROPERTY LINE AND/OR EASEMENT
PROVIDED TO UTILITY BY CUSTOMER.
3. BACKFLOW SHALL BE REDUCED PRESSURE BACKFLOW PREVENTOR IN ACCORDANCE WITH AWWA M14
STANDARDS AND PLACED IMMEDIATELY DOWNSTREAM OF METER.
4. LOCATION OF METER BOX SHALL BE AT CCU DISCRETION.
5. DISTANCE FROM TOP OF METER TO BOTTOM OF LID SHALL BE 6" TO 8". DISTANCE SHALL BE DETERMINED WHEN
NEW METER IS SET BY CCU.
6. LONG SERVICE UNDER PAVEMENT SHALL BE PE PIPING ENCASED IN SCHEDULE 40 PVC.
7. FOR EACH SERVICE TAP A MARKER BALL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURES
RECOMMENDATIONS AND ATTACHED TO PIPE WITH CINCH-TIES/TIE-WRAPS. MAXIMUM DEPTH 5 FEET.
PLAN
PROFILE
CURB STOP 3/4" FIP x
METER SWIVEL
METER
F.D.O.T. No. 57
CRUSHED
STONE -MIN. 6"
FROM BOX
CORPORATION STOP
SEE NOTE 7
CCU OWNED AND
MAINTAINED SERVICE
AND METER
CUSTOMER OWNED
AND MAINTAINED
SERVICE
PROPERTY LINE
AND/OR
RIGHT OF WAY
(TYPICAL)
BALL VALVE
BACKFLOW PREVENTION ASSEMBLY
BALL VALVE
UNION
FINAL GRADE
CURB STOP
SERVICE SADDLE
(SEE NOTE 1)
1" PE TUBING
METER
F.D.O.T. No. 57
CRUSHED
STONE 6" DEEP
6"
18" MIN. / 24" MAX.
U-BRANCH
INSTALL
ACCORDING TO
CHARLOTTE COUNTY
BUILDING CODE.
PIPING ACCORDING TO
CHARLOTTE COUNTY
BUILDING CODE.
WATER MARKER BALL
(SEE NOTE 7)
DATE:
DRAWN BY: DEC
APPROVED BY: BRB
5/8" - 1" WATER METER WITH
BACKFLOW PREVENTER
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
PW-06
ID: PW-06-1WM -5-8.dwg
METER PLAN VIEW
n.t.s.
n.t.s.
NOTES:
1. SERVICE SADDLES SHALL BE EPOXY OR NYLON COATED WITH IRON PIPE THREAD INLET WITH DOUBLE
STAINLESS STEEL STRAPS.
2. SERVICE AND METER TO BE PLACED/LOCATED IN RIGHT-OF-WAY AT PROPERTY LINE AND/OR EASEMENT
PROVIDED TO UTILITY BY CUSTOMER.
3. BACKFLOW SHALL BE REDUCED PRESSURE OR DUAL CHECK BACKFLOW PREVENTOR IN ACCORDANCE WITH
AWWA M14 STANDARDS AND PLACED IMMEDIATELY DOWNSTREAM OF METER.
4. LONG SERVICE UNDER PAVEMENT SHALL BE PE PIPING INCASED IN SCHEDULE 40 PVC.
5. DISTANCE FROM TOP OF METER TO BOTTOM OF LID SHALL BE 6" TO 8". DISTANCE SHALL BE DETERMINED
WHEN NEW METER IS SET BY CCU.
6. LOCATION OF METER BOX SHALL BE IN ACCORDANCE WITH CCU.
7. FOR EACH SERVICE TAP A MARKER BALL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURES
RECOMMENDATIONS AND ATTACHED TO PIPE WITH CINCH-TIES/TIE-WRAPS. MAXIMUM DEPTH 5 FEET.
DOUBLE SERVICE
SINGLE SERVICE
6" MIN.
TYPICAL PROFILE VIEW
SHORT SIDE WATER SERVICE
CCU OWNED AND
MAINTAINED SERVICE
AND METER
CUSTOMER OWNED
AND MAINTAINED
SERVICE
PROPERTY LINE
AND/OR
RIGHT OF WAY
(TYPICAL)
BALL VALVE
BACKFLOW PREVENTION
ASSEMBLY
BALL VALVE
UNION
FINAL GRADE
CURB STOP
VALVE BOX AND
CONCRETE PAD
(SEE DETAILS)
PE TUBING
METER
INSTALL
ACCORDING TO
CHARLOTTE COUNTY
BUILDING CODE.
PIPING ACCORDING TO
CHARLOTTE COUNTY
BUILDING CODE.
2" R.S./I.P.T. GATE VALVE
WITH 2" SQ. OPERATING NUT.
2" x 6"
BRASS NIPPLE
TYPICAL WATER
MAIN CONNECTION
SEE NOTE 2
F.D.O.T. No. 57
CRUSHED STONE
U-BRANCH
CURB STOP
METER SWIVEL
METER
WATER
MARKER BALL
(SEE NOTE 7)
DATE:
DRAWN BY: DEC
APPROVED BY: BRB
1 1/2" - 2" WATER METER WITH
BACKFLOW PREVENTER
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
PW-07
ID: PW-07-2WM.dwg
NO
TE
:
1.
BA
CK
FLO
W S
HA
LL B
E D
UA
L C
HE
CK
B
AC
KF
LO
W P
RE
VE
NT
OR
A
ND
P
LA
CE
D IM
ME
DIA
TE
LY
DO
WN
ST
RE
AM
O
F M
ET
ER
.
2.
SIZ
E O
F S
ER
VIC
E M
AIN
D
EP
EN
DS
O
N LE
NG
TH
F
OR
N
ON
- S
TA
ND
AR
D H
OU
SE
LO
CA
TIO
NS
3.
FO
R E
AC
H S
ER
VIC
E T
AP
A
M
AR
KE
R B
ALL S
HA
LL B
E IN
ST
ALLE
D IN
A
CC
OR
DA
NC
E W
IT
H
MA
NU
FA
CT
UR
ES
R
EC
OM
ME
ND
AT
IO
NS
A
ND
A
TT
AC
HE
D T
O P
IP
E W
IT
H
CIN
CH
-T
IE
S/T
IE
-W
RA
PS
. M
AX
IM
UM
D
EP
TH
5 F
EE
T.
ED
GE
O
F P
AV
EM
EN
T
OR
B
AC
K O
F C
UR
B
TY
PIC
AL
L
ON
G S
ID
E W
AT
ER
S
ER
VIC
E
TY
PIC
AL
S
HO
RT
S
ID
E W
AT
ER
S
ER
VIC
E
CC
U O
WN
ED
A
ND
M
AIN
TA
IN
ED
SE
RV
IC
E A
ND
M
ET
ER
CU
ST
OM
ER
O
WN
ED
A
ND
MA
IN
TA
IN
ED
S
ER
VIC
E
DO
UB
LE
S
ER
VIC
E
SIN
GLE
S
ER
VIC
E
CU
RB
S
TO
P 3
/4
" F
IP
x
ME
TE
R S
WIV
EL
ME
TE
R
U-B
RA
NC
H
F.D
.O
.T
. N
o. 57 C
RU
SH
ED
ST
ON
E -M
IN
. 6" F
RO
M B
OX
F.D
.O
.T
. N
o. 57 C
RU
SH
ED
ST
ON
E -M
IN
. 6" F
RO
M B
OX
36" MIN.
.
4"
4"
CA
SIN
G 1 1/2"
PV
C S
CH
40
(LE
NG
TH
V
AR
IE
S)
1" C
OR
PO
RA
TIO
N S
TO
P
1" P
E T
UB
IN
G
C.T
.S
. S
DR
9
EP
OX
Y O
R N
YLO
N C
OA
TE
D
ST
AIN
LE
SS
S
TE
EL D
OU
BLE
ST
RA
P S
ER
VIC
E S
AD
DLE
CU
RB
S
TO
P
PV
C O
R P
.E
. T
UB
IN
G
PV
C O
R P
.E
. T
UB
IN
G
CU
RB
S
TO
P
PO
LY
CO
NC
RE
TE
M
ET
ER
B
OX
(B
LU
E IN
C
OLO
R)
WIT
H H
-20 T
RA
FF
IC
B
EA
RIN
G LID
.
CC
U O
WN
ED
A
ND
M
AIN
TA
IN
ED
SE
RV
IC
E A
ND
M
ET
ER
CU
ST
OM
ER
O
WN
ED
A
ND
MA
IN
TA
IN
ED
S
ER
VIC
E
PR
OP
ER
TY
LIN
E
AN
D/O
R R
IG
HT
O
F W
AY
(T
YP
IC
AL)
FIN
AL G
RA
DE
PR
OP
ER
TY
LIN
E
AN
D/O
R R
IG
HT
O
F W
AY
(T
YP
IC
AL)
FIN
AL G
RA
DE
MIN
. 1" P
E T
UB
IN
G
C.T
.S
. S
DR
9
18" M
IN
.
6"
6"
EP
OX
Y O
R N
YLO
N C
OA
TE
D
ST
AIN
LE
SS
S
TE
EL D
OU
BLE
ST
RA
P S
ER
VIC
E S
AD
DLE
18" M
IN
.
1-1/2" M
IN
.
WA
TE
R M
AR
KE
R B
ALL
(S
EE
N
OT
E 3)
1" C
OR
PO
RA
TIO
N S
TO
P
WA
TE
R M
AR
KE
R B
ALL
(S
EE
N
OT
E 3)
DRAWN BY: DEC
APPROVED BY: BRB
TYPICAL 5/8" - 1" WATER
SERVICE
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
PW-08
ID: PW-08-TWS.dwg
BUILDING
FROM
MAIN
SINGLE SERVICE
NOTES:
1. SERVICE AND METER TO BE PLACED/LOCATED IN RIGHT-OF-WAY AT
PROPERTY LINE AND/OR EASEMENT PROVIDED TO UTILITY BY CUSTOMER.
6" MIN.
PROFILE
DOUBLE SERVICE
PLAN
CCU OWNED AND
MAINTAINED SERVICE
AND METER
CUSTOMER OWNED
AND MAINTAINED
SERVICE
BALL VALVE
BACKFLOW PREVENTION ASSEMBLY
BALL VALVE
UNION
FINAL GRADE
CURB STOP
1" PE TUBING
METER
INSTALL
ACCORDING TO
CHARLOTTE COUNTY
BUILDING CODE.
PIPING ACCORDING TO
CHARLOTTE COUNTY
BUILDING CODE.
4" MIN.
12"
CONCRETE FOUNDATION, WITH
WIRE MESH (6" X 6" 10/10 WWM),
FOR 1-1/2" AND 2" METER SHALL
BE MIN 24" WIDE
18"
12"
1/2" THICK ARMOR
FLEX SLEEVE
34" MAX.
REDUCED PRESSURE OR DOUBLE
CHECK BACKFLOW PREVENTION
DEVICE AS REQUIRED BY CCU AND IN
ACCORDANCE WITH AWWA D14.
34" MAX
CONCRETE FOUNDATION, WITH
WIRE MESH (6" X 6" 10/10
WWM), SHALL BE MIN 24" WIDE.
METER
U-BRANCH
CURB STOP
SWIVEL
SEE TYPICAL BOLLARD DETAIL
DATE:
DRAWN BY: DEC
APPROVED BY: BRB
BUILDING AREA BELOW GROUND
WATER METER INSTALLATION
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
PW-09
ID: PW-09-BGWM.dwg
6" M
IN
.
WA
TE
R M
AIN
(S
IZ
E V
AR
IE
S)
TYPICAL PROFILE VIEW
PLAN VIEW
NOTES:
1. SIZE OF MAIN WILL BE DETERMINED BY ESTIMATED FLOW
2. A SINGLE ROW METER BANK IS TO BE INSTALLED WITH A METER AT THE PROPERTY LINE AND/OR
RIGHT OF WAY. IF A DOUBLE ROW OF METERS IS USED, AN EASEMENT FOR THE SECOND ROW IS
REQUIRED.
3. SEPARATE TAP CAN BE ELIMINATED AND REPLACED WITH 90° BEND BASED ON FLOWS AND NUMBER
OF METERS
4. 4" PVC SHOWN AS TYPICAL PIPING DIAMETER. PIPING TO BE SIZED BASED ON THE NUMBER OF
METERS AND REQUIRED FLOWS.
5. FOR EACH SERVICE TAP A MARKER BALL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURES
RECOMMENDATIONS AND ATTACHED TO PIPE WITH CINCH-TIES/TIE-WRAPS. MAXIMUM DEPTH 5 FEET.
AD
DIT
IO
NA
L H
EA
DE
R
FO
R 6 M
OR
E M
ET
ER
S
(U
NLE
SS
O
TH
ER
WIS
E
NO
TE
D) (LE
NG
TH
VA
RIE
S) S
EE
N
OT
E 4
AMJ 90° BEND
WIT
H M
EG
ALU
G
RE
ST
RA
IN
TS
MJ T
EE
W
IT
H M
EG
ALU
G
RE
ST
RA
IN
TS
S
EE
N
OT
E 3
(LE
NG
TH
VA
RIE
S) 4" D
R
18 C
900 P
VC
SE
E N
OT
E 4
TA
PP
IN
G S
LE
EV
E O
R S
AD
DLE
A
S R
EQ
UIR
ED
DR
18 C
900 P
VC
(F
OR
6 O
R
LE
SS
M
ET
ER
S) (U
NLE
SS
OT
HE
RW
IS
E N
OT
ED
) (LE
NG
TH
VA
RIE
S) S
EE
N
OT
E 4
F.D
.O
.T
. N
o. 57
CR
US
HE
D S
TO
NE
(LE
NG
TH
V
AR
IE
S)
DR
18 C
900 P
VC
MJ 90° BEND WITH
ME
GA
LU
G R
ES
TR
AIN
TS
2" P
E T
UB
IN
G
(LE
NG
TH
V
AR
IE
S)
R.S
./I.P
.T
. G
AT
E V
ALV
E
& V
ALV
E P
AD
2" T
AP
PIN
G S
AD
DLE
R.S
./I.P
.T
. G
AT
E V
ALV
E
& V
ALV
E P
AD
(T
O B
AC
KF
LO
W
DE
VIC
ES
) P
E
TU
BIN
G
TY
PIC
AL
3
6" M
IN
.
CORPORATION STOP
WATER MARKER BALL
(SEE NOTE 5)
BALL VALVE
BACKFLOW PREVENTION ASSEMBLY
BALL VALVE
UNION
FINAL GRADE
CURB STOP
TAPPING SADDLE
(SEE NOTE 1)
1" PE TUBING
METER
INSTALL
ACCORDING TO
CHARLOTTE COUNTY
BUILDING CODE.
PIPING ACCORDING TO
CHARLOTTE COUNTY
BUILDING CODE.
MA
RK
ER
B
ALL
W/ C
HIC
H-T
IE
(S
EE
N
OT
E 5)
2" B
RA
SS
B
ALL V
ALV
E
CT
S C
OM
P. x M
IP
T
ME
TE
R A
ND
V
ALV
E
W/R
ED
UC
ER
IF
N
EE
DE
D
BR
AS
S T
AG
W
IR
ED
T
O
SE
RV
IC
E. (S
TA
MP
ED
W
IT
H
UN
IT
/ B
UILD
IN
G ID
EN
TIF
IE
R)
DATE:
DRAWN BY: DEC
APPROVED BY: BRB
METER BANK DETAIL FOR
5/8" - 1" COMMERCIAL WATER METERS
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
PW-10
ID: PW-10-WMB.dwg
6"x 2
" T
AP
PE
D C
AP
"M
EG
A-L
UG
GE
D"
MA
IN
4'
2'
2'
4'
MA
IN
MJ V
ALV
E (P
LA
CE
D IN
PA
VE
ME
NT
) (S
EE
DE
TA
IL)
2" C
OR
PO
RA
TIO
N S
TO
P
MU
EL
LE
R H
-1
50
23
O
R
AP
PR
OV
ED
E
QU
AL
2" P
E T
UB
IN
G C
.T
.S
.
SD
R 9 (LE
NG
TH
VA
RIE
S)
CO
NC
RE
TE
M
ET
ER
B
OX
W
IT
H
TR
AF
FIC
B
EA
RIN
G L
ID
FIN
G
RA
DE
2" F
LU
SH
IN
G D
EV
IC
E
30
" x 3
0" x 6
" C
ON
C. V
AL
VE
P
AD
WIT
H R
EB
AR
S
ED
GE
O
F
PA
VE
ME
NT
30
" x 3
0" x 6
" C
ON
C. V
AL
VE
PA
D W
IT
H R
EB
AR
S
"M
EG
A-L
UG
GE
D"
CO
NC
RE
TE
M
ET
ER
B
OX
W
IT
H
TR
AF
FIC
B
EA
RIN
G L
ID
2" T
UR
BO
M
ET
ER
B
AL
L
VA
LV
E C
OM
PR
ES
SIO
N x
FL
AN
GE
PV
C S
CH
. 8
0
(L
EN
GT
H V
AR
IE
S)
HY
DR
O-G
UA
RD
B
AS
E
4"x4
" W
OO
D T
IM
BE
R
(P
RE
SS
UR
E T
RE
AT
ED
)
PR
OF
IL
E
PL
AN
4"x4
" W
OO
D T
IM
BE
R
(P
RE
SS
UR
E T
RE
AT
ED
)
PE
A G
RA
VE
L
4" T
HIC
K M
IN
.
8" M
IN
. #
57
ST
ON
E
6" M
IN
.
RIP
-R
AP
6" M
IN
.
RIP
-R
AP
SE
E N
OT
E 1
NO
TE
S:
1.
A M
AR
KE
R B
ALL
S
HA
LL
B
E IN
ST
ALLE
D IN
A
CC
OR
DA
NC
E W
IT
H M
AN
UF
AC
TU
RE
S R
EC
OM
ME
ND
AT
IO
NS
AN
D
AT
TA
CH
ED
T
O
PIP
E
AT
V
ALV
E
CO
RP
OR
AT
IO
N
ST
OP
LO
CA
TIO
N
WIT
H
CIN
CH
-T
IE
S/T
IE
-W
RA
PS
.
MA
XIM
UM
D
EP
TH
5 F
EE
T.
SE
E N
OT
E 1
DRAWN BY: DEC
APPROVED BY: BRB
AUTOMATIC FLUSHING
ASSEMBLY
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
PW-11
ID: PW-11-AFA.dwg
MAIN
RESTRAIN MAIN IN
ACCORDANCE WITH
RESTRAINT TABLE
FOR DEAD END MAINS
POLYMER CONCRETE
METER BOX WITH
TRAFFIC BEARING LID
6"
FINAL
GRADE
F.D.O.T. No. 57
CRUSHED STONE
6" DEEP
THRUST BLOCK
(3 CU. FT. CONC.)
3'-0"
MIN.
2" HDPE (SDR11)
2" HDPE (SDR-11)
TEMPORARY:
2" PVC - SCH. 40 TO BE
REMOVED AFTER
BACTERIOLOGICAL
SAMPLES PASS
(MAIN SIZE) +
2" CAP WITH
"MEG-A-LUG"
WRAP FITTING WITH
VISQUEEN BEFORE
INSTALLING SUPPORT
OR THRUST BLOCK.
CURB STOP
DRAWN BY: DJS
APPROVED BY: BRB
TEMPORARY MAIN END
BLOW OFF ASSEMBLY
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
PW-12
ID: PW-12-TBO.dwg
C
L
SIDE VIEW
TEMPORARY: 1" PVC - SCH. 40 TO BE REMOVED AFTER
BACTERIOLOGICAL SAMPLES PASS
POLYMER CONCRETE METER BOX
WITH TRAFFIC BEARING LID
FIN GRADE
F.D.O.T. No. 57 CRUSHED STONE
6" DEEP
2" SCH. 80 PVC PIPE
(CENTERED IN BOX)
2" BRONZE VALVE
WITH PLUG
PIPE IS TO BE WRAPPED IN
VISQUEEN CONTINUOSLY
5/8" S.S. ALL THREAD CENTERED ON PIPE
3/4" S.S. ALL THREAD FOR 18" DIA. PIPE
PIPE RESTRAINT
"C" "C"
"A
"
"C"9'-0" MIN.
12"MIN.
MAIN
1'-6"
MIN.
MJ VALVE (SEE
DETAIL) (AS
REQUIRED)
2" SHORT BRASS NIPPLE
6"x 2" TAPPED CAP
"MEGA-LUGGED
5/8" S.S. ALL THREAD
3/4" S.S. ALL THREAD FOR 18" DIA. PIPE
"MEGA-LUGGED"
MAIN
5/8" S.S. ALL THREAD
3/4" S.S. ALL THREAD FOR 18" DIA. PIPE
FRONT VIEW
TOP VIEW
2500 PSI CONCRETE
DUCT-LUGS 2 REQ'D FOR 4"-10" DIA. PIPE
4 REQ'D FOR 12"-18" DIA. PIPE TO BE AT
45° OFFSET
"A
"
"B" "B"
PIPE SIZE "A" "B" "C"
4" 12" 16" 6"
6" 18" 22" 6"
8" 24" 29" 9"
10" 30" 35" 9"
12" 36" 41" 9"
16" 48" 53" 12"
18" 48" 67" 12"
90° ELBOW
36" MIN.
6"
3'-0" M
IN
.
UNDISTRUBED
EARTH
2" GATE VALVE
2" GATE VALVE
DRAWN BY: DEC
APPROVED BY: BRB
PERMANENT END OF MAIN BLOW-OFF
ASSEMBLY (WATER)
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
PW-13
ID: PW-13-PBO.dwg