section 3 general details - charlotte county 3generalde… · · 2008-05-21general details issue...
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SECTION 3
GENERAL DETAILS
ISSUE DATE JANUARY 1ST, 2008
TABLE 1HORIZONTAL BENDS AND ELBOWS
LENGTH OF RESTRAINED JOINT PIPE (FEET)NOMINAL PIPE
DIAMETER(INCHES)
90° BENDS 45° BENDS 22 1/2° BENDS 11 1/4° BENDS
4 22 7 3 2
6 26 10 5 2
8 31 13 6 3
10 36 15 7 4
12 42 18 8 5
16 53 22 11 6
20 63 26 13 7
24 72 30 14 8
30 85 35 17 9
36 96 40 19 10
TABLE 2TEES AND WYES
NOMINAL PIPEDIAMETER OF BRANCH
PIPE (IN INCHES)
RESTRAINED LENGTHALONG BRANCH PIPE
(IN FEET)
4 116 218 32
10 4812 6516 9720 12824 15630 19636 233
TABLE 4DEAD ENDS & IN-LINE VALVES
NOMINAL PIPE DIAMETERRESTRAINED LENGTHALONG PIPE (IN FEET)
4 466 658 85
10 10212 12016 15420 18524 21530 25736 296
TABLE 3REDUCERS
NOMINAL PIPE DIAMETERRESTRAINED
LENGTH ALONGPIPE (IN FEET)
LARGE END SMALL END
6 4 348 6 36
10 4 8310 6 6310 8 3412 4 10412 6 8712 8 6412 10 5916 12 6520 16 6524 20 6430 24 9036 30 89
1. Fittings shall be restrained joint unless otherwise noted.2. All pipe is to be restrained in accordance with these tables or as per design criteria, whichever is greater.3. Where two (2) or more fittings are together, restrain joints in accordance with fitting which yields greatest length of
restrained pipe.4. Provide thrust blocks in addition to specified restraints when soils exhibit plasticity or elastic properties or as directed by
the Engineer and/or Charlotte County Utilities.5. No restraints or thrust blocks will be required for bends of 7 1/2° or less.6. Restraint tables only applicable to test pressures of 150 psi or less.7. For pipe encased in polyethylene, increase the given values by a factor of 1.5.8. All pipe is to be restrained in accordance with these tables or as per design criteria, whichever is greater.9. Length of restrained pipe indicated in Tables 1 & 4 shall be the length of restrained pipe on each side of fitting/valve or
as per design criteria, whichever is greater.10. 1Length of restrained pipe indicated in Table 2 shall be the length of pipe restrained along branch of pipe only or as per
design criteria, whichever is greater. Pipe on both sides of branch shall have a minimum laying length of 10 feet.11. ALL TEES SHALL BE THRUST BLOCKED AND RESTRAINED: (SEE TAPPING SLEEVE, TYPICAL THRUST BLOCK
ETC. DETAILS)12. Length of restrained pipe indicated in Table 3 shall be the length of pipe restrained on large end only or as per design
criteria, whichever is greater.
DATE:
DRAWN BY: DEC
APPROVED BY: TGD
PAGE No. 13RESTRAINT TABLE
NUMBER: G-01-RT
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
POWERPOLE
POWERPOLE
18"LOCATOR BALL
PROFILE VIEW
150' 150'
1. METALLIC LOCATION TAPE SHALL BE PLACED DIRECTLY ABOVE THE WATER/FORCE MAIN APPROXIMITELY 22" BELOW FINISHEDGRADE.
2. MARKER BALLS SHALL BE 4" IN DIAMETER AS MANUFACTURED BY 3M, MODEL 1423-XR/ID FOR WATER (BLUE) AND 1424-XR/ID FORWASTEWATER (GREEN) 1428-XR/ID FOR REUSE WATER (PURPLE).
3. BALLS ARE TO BE INSTALLED BY CONTRACTOR AT 18 INCHES BELOW FINISH GRADE ON TOP OF THE METALLIC LOCATION TAPEAND DIRECTLY ABOVE MAIN.
4. MARKERS ARE TO BE INSTALLED AT ALL CHANGE OF DIRECTIONS AND FITTINGS ABSENT OF ANY VALVE. ON STRAIGHT RUNS,MARKERS ARE TO BE INSTALLED AT EVERY POWER POLE. IF POWER POLES ARE MORE THAN 160 FEET APART OR NOT AVAILABLE,THEN PLACE MARKER BALLS EVERY 150 FEET FROM THE NEAREST CHANGE OF DIRECTION.
5. CONTRACTOR SHALL PROGRAM MARKER BALLS USING CCU TEMPLATE AND SUPPLY DATA IN AN ELECTRONIC FORMAT ie;MICROSOFT EXCEL OR ACCESS FILE, DATA CONSISTING OF THE PROGRAMED DATA IN EACH MARKER BALL, TO CHARLOTTECOUNTY UTILITIES.
METALLIC LOCATIONTAPE TO BE INSTALLEDON ALL MAINS
FINISHED GRADE
LOCATOR BALL
LOCATOR BALL LOCATOR BALL
LOCATOR BALL
LOCATOR BALL
FORCE/WATER MAINSTAPPING SLEEVE
22"
FORCE MAIN AND WATER MAIN GRAVITY MAIN
MH
MH
R/W
LIN
E
LOCATOR BALL
PLAN VIEW
SERVICE LINE
GRAVITY SERVICE LINE
DATE:
DRAWN BY: DEC
APPROVED BY:TD
PAGE No. 14
MARKER BALL AND METALLICLOCATION TAPE INSTALLATION
NUMBER: G-02-MBL
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
DATE:
DRAWN BY: DEC
APPROVED BY: TGD
PAGE No. 15
BUTTERFLY VALVEINSTALLATION DETAIL
NUMBER: G-03-A-BFV
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
DATE:
DRAWN BY: DEC
APPROVED BY: TGD
PAGE No. 16PLUG VALVE INSTALLATION
NUMBER: G-03.B-PV
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
15"
36"MIN. 48''MAX.
6"
18" MAX.
WRAP VALVE WITH VISQUEENBEFORE INSTALLING SUPPORTOR THRUST BLOCK.
30" SQUARE x 6" THICKCONC. SLAB TO BE CASTAROUND TOP OF BOX.3000 PSI (MIN)
THRUST BLOCK(3 CU. FT. CONC.)
EXTENSION BARWITH GUIDE
(REQUIRED FORVALVES WITH
TOPS BELOW 36"BURY DEPTH)
VALVE BOX WITH COVER (TO BEMARKED "WATER","SEWER" OR"RECLAIMED") AND PAINTEDACCORDINGLY.
TWO #4 BAR EACH WAYSIDE BY SIDE
FIN. GRADE
TOP OF PIPE
1. WEDGE TO BE FULLY ENCAPSULATED IN EPDM RUBBER.2. ALL VALVES SHALL BE INSTALLED OUTSIDE OF PAVEMENT.
℄
ADJUSTABLECAST IRONVALVE BOX
DATE:
DRAWN BY:DEC
APPROVED BY: TD
PAGE No. 17GATE VALVE INSTALLATION
NUMBER: G-03-C-GV
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
10 F
EE
T P
RE
FER
RED
6 FE
ET
MIN
IMU
M
WA
TER
MAI
N
12 IN
CH
ES
IS T
HE
MIN
IMU
M,
EX
CE
PT
FOR
GR
AV
ITY
SEW
ER, T
HEN
6 IN
CH
ES
IS T
HE
MIN
IMU
M A
ND
12 IN
CH
ES
IS P
REF
ERR
ED.
12 IN
CH
ES
PR
EFER
RED
6 IN
CH
ES
MIN
IMU
M -
STO
RM
SE
WER
ON
LY
WA
TER
MAI
N
3 FT
. MIN
IMU
M
(1).
3 FE
ET
FOR
GR
AV
ITY
TY
PE
SA
NIT
AR
Y S
EW
ER
S W
HE
RE
TH
E BO
TTO
M O
F TH
E W
ATER
MAI
N IS
LAI
D A
T LE
AST
6IN
CH
ES
AB
OV
E T
HE
TO
P O
F TH
E G
RA
VIT
Y T
YP
E S
AN
ITA
RY
SEW
ER. (
2). T
HE
SEPA
RAT
ION
BET
WEE
N O
STD
S (S
EPTI
CTA
NK
S) M
US
T B
E 1
0 FE
ET.
(3).
WA
TER
MA
IN S
HO
ULD
CR
OS
S A
BOVE
OTH
ER P
IPE.
WH
EN W
ATER
MAI
N M
UST
BE
BE
LOW
OTH
ER
PIP
E T
HE
MIN
IMU
M S
EPAR
ATIO
N IS
18
INC
HES
.
GR
AVI
TY O
R L
OW
PR
ESSU
RE
SA
NIT
AR
Y S
EW
ER
(1)
SA
NIT
AR
Y S
EW
ER
FO
RC
E M
AIN
SEP
TIC
TA
NK
S (2
)
n.t.s
.IN
AC
CO
RD
ANC
E W
ITH
F.A
.C. R
ULE
62-
555.
314
STO
RM
SEW
ERS
TOR
MW
ATE
R F
OR
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MA
INR
EC
LAIM
ED W
ATE
R
WA
TER
MAI
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ALT
ER
NAT
E6
FT. M
INIM
UM
WA
TER
MAI
N
ALT
ER
NAT
E3
FT. M
INIM
UM
WA
TER
MAI
N
WA
TER
MAI
N
OTH
ER
PIP
EH
OR
IZO
NTA
L SE
PAR
ATIO
N C
RO
SS
ING
SJO
INT
SP
AC
ING
@ C
RO
SSIN
GS
(FU
LL J
OIN
T C
EN
TER
ED
)
DATE:
DRAWN BY: DEC
APPROVED BY: TD
PAGE No. 18MAIN SEPARATION
NUMBER: G-04-MS
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
5' MIN
P.C.
P.C.
WM WM WM WM
WM
WM
WM
P.C.
P.C.
FIRE HYDRANT'S SHALL NOT BE MORETHAN ONE FOOT OUTSIDE OF ROWLINE AND AT LEAST EIGHT FEET FROMCLOSEST ROAD IMPROVEMENT(PAVEMENT, GUTTER, CURB, ETC..)
1. (P/L) = PROPERTY LINE, EASEMENT LINE OR RIGHT OF WAY LINE2. ALL VALVES SHALL BE PLACED AT THE FITTING UNLESS OTHERWISE
APPROVED BY CCU.3. ALL MAINS SHALL BE LOCATED A MINIMUM OF 5'-0" FROM EDGE OF ROADWAY
IMPROVEMENTS (PAVEMENT, GUTTERS, CURBS ETC..) UNLESS OTHERWISEAPPROVED BY CCU.
4. ALL WATER LINES SHALL BE LOCATED ON THE NORTH SIDE OF EAST-WESTSTREETS AND ON THE WEST SIDE OF NORTH-SOUTH STREETS UNLESSOTHERWISE APPROVED BY CCU.
5. ALL SEWER FORCE MAINS SHALL BE LOCATED ON THE SOUTH SIDE OFEAST-WEST STREETS AND ON THE EAST SIDE OF NORTH-SOUTH STREETSUNLESS OTHERWISE APPROVED BY CCU.
6. NO VALVES SHALL BE IN PAVEMENT UNLESS OTHERWISE APPROVED BY CCU.
FMFM
FM
FM FM FM FM
CLOSEST ROADIMPROVEMENT
5' MIN
5' MIN
⅊
℄
℄
8' MIN
:
DATE:
DRAWN BY: DEC
APPROVED BY: TGD
PAGE No. 19
ALIGNMENT OF MAINS,VALVES, AND HYDRANTS
NUMBER: G-05-MA
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
DATE:
DRAWN BY: DEC
APPROVED BY: TD
PAGE No. 20TAPPING SLEEVE
NUMBER: G-06-TS
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
45°
SECTION X-X
BEND PLAN
BLANKED TEE & WYE TYPICAL TEE & WYE
BEND SECTION
ANCHOR THRUST BLOCK
XX XX
(VERTICAL BENDS ONLY)(SEE NOTE 8 & 9)
NOTE:1. WRAP ALL FITTINGS WITH VISQUEEN BEFORE POURING THRUST
BLOCKS. ALL THRUST BLOCKS MUST BE LEFT OPEN FORINSPECTION BY THE ENGINEER & OWNER.
2. ALL BEARING SURFACE TO BE CARRIED TO UNDISTURBED SOIL.3. THESE TABLES SHOW MINIMUM SIZE THRUST BLOCKS FOR GOOD
SOIL WITH A 2,000 P.S.F. SOIL BEARING (A-1 THRU A-3 CLEAN SANDAND GRAVELS).
4. POOR SOIL (A-1 THRU A-8, SILTY SOILS, CLAYS, MUCK & PEAT) WILLREQUIRE LARGER THRUST BLOCKS.
5. THRUST BLOCK SIZES BASED ON 150 P.S.I. HYDROSTATIC TESTPRESSURE.
6. ALL THRUST BLOCKING TO BE 2500 PSI-28 DAY CONCRETE.7. CONCRETE SHALL BE READY-MIXED TO ASTM C94, ALTERNATE2, NO
HAND MIXING.8. VERTICAL BENDS ONLY - 1/2" TIE RODS TO BE ANCHORED TO
REACTION BLOCK AND COATED WITH 2 COATS OF BITUMINOUSEPOXY (16 MILS DRY THICKNESS).
9. VERTICAL BENDS ONLY - FORMED CONCRETE TO BE SIZED BYENGINEER.
10. THRUST BLOCKS ARE TO BE USED IN CONJUNCTION WITH THERESTRAINED JOINT TABLE WHEN DIRECTED BY THE ENGINEERAND/OR CHARLOTTE COUNTY UTILITIES.
11. THRUST BLOCKS APPLY TO ALL PIPING (MECHANICAL, GLUED,ETC...)
UNDISTURBEDEARTH
FORMEDCONCRETE
UNDISTURBEDEARTH
FORMEDCONCRETE
FORMEDCONCRETE
24" MIN.-12"& LARGER PIPE18" MIN.-10"& SMALLER PIPE
UNDISTURBEDEARTH
FORMEDCONCRETE
THRUST BLOCK BEARING AREA TABLE (SQ. FT.)
SIZE OFPIPE
TEES &PLUGS
90°BENDS
45°BENDS
22 1/2°BENDS
11 1/4°BENDS
4" 2.5 2.5 1.5 1.0 1.0
6" 5.0 5.0 3.0 1.5 1.0
8" 9.0 9.0 5.0 2.5 1.5
10" 14.0 14.0 7.5 4.0 2.0
12" 20.0 20.0 11.0 5.5 3.0
14" 27.0 27.0 15.0 7.5 4.0
16" 35.0 35.0 19.0 10.0 5.0
MAIN BEND
6" MIN.
6" MIN.
1/2" TIE ROD
DATE:
DRAWN BY: DEC
APPROVED BY: TD
PAGE No. 21
TYPICAL THRUST BLOCKDETAILS
NUMBER: G-07-THB
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
DATE:
DRAWN BY: DEC
APPROVED BY: TD
PAGE No. 22
TYPICAL CUT-IN VALVENUMBER: G-07.5-CIV
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
1.H
DP
E PI
PE T
O H
AVE
AN
OU
TSID
E D
IAM
ETER
EQ
UAL
TO
DU
CTI
LE IR
ON
PIP
E.
2.B
EN
DIN
G F
OR
HD
PE
PIP
E S
HA
LL N
OT
HAV
E A
RAD
IUS
LESS
TH
AN 3
5'.
3.U
PO
N A
PP
RO
VAL
OF
THE
PIL
OT
HO
LE L
OC
ATIO
N B
Y T
HE
CO
UN
TY,
THE
HO
LE O
PEN
ING
OR
EN
LAR
GIN
G P
HA
SE O
FTH
E I
NS
TALL
ATIO
N S
HA
LL B
EGIN
. T
HE
BO
RE
HO
LE D
IAM
ETER
SH
ALL
BE
IN
CR
EA
SED
TO
AC
CO
MM
OD
ATE
TH
EP
ULL
BAC
K O
PER
ATI
ON
OF
THE
VA
RIO
US
DIA
MET
ER P
IPE.
TH
E TY
PE O
F H
OLE
OP
EN
ER O
R B
AC
K R
EA
MER
TO
BE
UTI
LIZE
D IN
TH
IS P
HA
SE S
HA
LL B
E D
ETE
RM
INED
BY
THE
TYP
ES O
F S
UB
SU
RFA
CE
SO
IL C
ON
DIT
ION
S. T
HAT
HA
VE
BE
EN
EN
CO
UN
TER
ED D
UR
ING
TH
E P
ILO
T H
OLE
DR
ILLI
NG
OPE
RA
TIO
N.
TH
E R
EA
MER
TY
PE A
ND
SIZ
E S
HA
LL B
E A
T TH
EC
ON
TRAC
TOR
'S D
ISC
RE
TIO
N.
A M
INIM
UM
OF
1 PR
EREA
MIN
G IS
RE
QU
IRED
ON
PIP
ES O
F 8"
OR
LAR
GER
.
4.S
TATE
HIG
HW
AY
CR
OS
SIN
G S
HA
LL A
DH
ER
E T
O F
LOR
IDA
D.O
.T. R
EQU
IRE
ME
NTS
, G
EN
ER
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MIN
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F 8
FEE
TB
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UR
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E IN
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PIP
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L B
OR
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FU
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VC
SH
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ACIN
G U
P IN
OPE
N T
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.
DR
IVE
WAY
C L
PAV
EMEN
TC L
3' M
IN.
3' M
IN.
18" M
IN.
5' M
IN.
5' M
IN.
18" M
IN.
3" M
IN.
3" M
IN.
3" M
IN.
HD
PE
CO
NN
ECTI
ON
TO
PV
C/D
IP S
HA
LL B
E IN
AC
CO
RD
AN
CE
WIT
HC
HA
RLO
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CO
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TILI
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S C
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NT
STA
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ARD
S.
DIR
EC
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NA
L B
OR
E PO
LYET
HEL
ENE
PR
ES
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RE
PIP
E, S
DR
11
PE
-340
8 O
RFU
SIB
LE P
VC.
HD
PE
CO
NN
ECTI
ON
TO
PV
C/D
IP S
HA
LL B
E IN
AC
CO
RD
AN
CE
WIT
HC
HA
RLO
TTE
CO
UN
TYU
TILI
TIE
S C
UR
RE
NT
STA
ND
ARD
S.
HD
PE
CO
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ECTI
ON
TO
PV
C/D
IP S
HA
LL B
E IN
AC
CO
RD
AN
CE
WIT
HC
HA
RLO
TTE
CO
UN
TYU
TILI
TIE
S C
UR
RE
NT
STA
ND
ARD
S.
HD
PE
CO
NN
ECTI
ON
TO
PV
C/D
IP S
HA
LL B
E IN
AC
CO
RD
AN
CE
WIT
HC
HA
RLO
TTE
CO
UN
TYU
TILI
TIE
S C
UR
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NT
STA
ND
ARD
S.
DIR
EC
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NA
L B
OR
E PO
LYET
HEL
ENE
PR
ES
SU
RE
PIP
E, S
DR
11
PE
-340
8 O
RFU
SIB
LE P
VC.
EXI
STIN
GS
TOR
M C
ULV
ERT
(IF A
PPLI
CA
BLE)
EXI
STIN
GS
TOR
M C
ULV
ERT
(IF A
PPLI
CA
BLE)
DATE:
DRAWN BY: DEC
APPROVED BY: TD
PAGE No. 23TYPICAL DIRECTIONAL BORE
NUMBER: G-08-DB
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
12"
CARRIER PIPE
A
A
CASING & CARRIER PIPE DETAIL
36"MIN.R
/W L
INE
R/W
LIN
E
CL
STEEL CASING PIPE
PLICO CASING END SEALS
n.t.s.
STEEL PIPE CASING, SEE SPEC'S
CARRIER PIPE
STEEL CASING PIPE SCHEDULE
CARRIER PIPENOMINAL DIAMETER
STEEL CASING PIPENOMINAL DIAMETER
MINIMUM WALLTHICKNESS
4" 12" 0.2506" 14" 0.2508" 16" 0.250
10" 18" 0.25012" 24" 0.25014" 24" 0.25016" 24" 0.25018" 30" 0.25020" 30" 0.25024" 36" 0.25030" 38" 0.31236" 40" 0.375
42" & GREATER CARRIER PIPE DIA. + 8" 0.500
1. PLACE SPACERS EQUALLY ON CENTER AND A MIN. OF 4 PERJOINT OF PIPE.
2. CARRIER PIPE WILL BE DUCTILE IRON PIPE WITH ASKETS, OR ASSPECIFIED ON THE DRAWINGS.
3. CASING PIPE SHALL BE (NEW) ASTM.A139. GRADE "A" PIPE OF ADIAMETER & THICKNESS EQUAL TO OR GREATER THAN THATCONFORMING TO THE F.D.O.T. UTILITY ACCOMMODATION GUIDE.
WELD EYE-BOLT TO CASING 5/8"S.S. ALL THREAD BELLRESTRAINER (PLACEHORIZONTALLY) (TYPICAL)
FIN. GRADE OF HIGHWAYOR RAILROAD BED
4' MIN. OR AS REQ'D BY DEPT. OFTRANSPORTATION OR RAILROAD
30" MIN. FOR RESIDENTIAL ROADS42" MIN. FOR HIGHWAY & 66" MIN.FOR RAILROAD
CASING & CARRIER PIPE DETAIL.(SEE SECTION A-A)
CASING SPACER
PRESSURE PIPE = 6' (TYP.)GRAVITY SEWER = 4' (TYP.)
DATE:
DRAWN BY: DEC
APPROVED BY: TD
PAGE No. 24TYPICAL PIPE AND CASING
NUMBER: G-09-JBC
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
1'
12"MIN.
:1. DEAD MEN ARE TO BE SET PRIOR TO THE FIRST JOINT FROM A VALVE. UNLESS END-OF-LINE,
THEN THERE WILL BE A TIE-BACK ASSEMBLY ON EACH SIDE OF VALVE.2. ALL JOINTS BETWEEN CONCRETE AND VALVE SHALL BE RESTRAINED.
2500 PSI CONCRETE
DUCT-LUGS (4 REQ'D FOR 12"-16" DIA.PIPE TO BE AT 45° OFFSET)
5/8" S.S. ALL THREAD
5/8" S.S. ALL THREAD
5/8" S.S. ALL THREADCENTERED ON PIPE
PIPE IS TO BE WRAPPED INVISQUEEN TYPE PLASTICSHEETING CONTINUOSLY
FIRST JOINT CLOSESTTO VALVE IS TO BEUNIFLANGE RETRAINTTIED BACK TO DEAD MAN
MAIN
36"
MIN
.
36"
MIN
.
MJ VALVE (SEEDETAIL) (ASREQUIRED)
4'-0" MIN.
MAIN
3'-0"MIN.
3'-0"MIN.
℄
UNDISTURBEDEARTH
2'MIN.
DATE:
DRAWN BY: DEC
APPROVED BY: TD
PAGE No. 25TIE-BACK ASSEMBLY
NUMBER: G-11-TB
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
DATE:
DRAWN BY: DEC
APPROVED BY: TGD
STANDARDPRESSURE PIPE TRENCH
NUMBER: G-12-TEBFPP
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
PAGE No. 26
DATE:
DRAWN BY: DEC
APPROVED BY: TGD
PAGE No. 27
STANDARDGRAVITY SEWER PIPE TRENCH
NUMBER: G-13-TEBFGS
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
DATE:
DRAWN BY: DEC
APPROVED BY: TD
PAGE No. 28MANUAL AIR RELEASE
NUMBER: G-14-MAR
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
DATE:
DRAWN BY: DEC
APPROVED BY: TD
PAGE No. 29CRAWL GUARD ASSEMBLY
NUMBER: G-15-CGA
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
1. ALL WATER MAIN TEXT IS TO BE BLUE IN COLOR AND ON WHITE BACKGROUND.2. ALL SEWER MAIN TEXT IS TO BE GREEN IN COLOR AND ON WHITE BACKGROUND.3. ALL RECLAIMED MAIN TEXT IS TO BE PURPLE IN COLOR AND ON WHITE BACKGROUND.4. SIGN IS TO BE MOUNTED SO IT WILL NOT TURN.
CONC. BASE SUPPORT
UNDISTURBED EARTH
6' GALV. STEEL "U-CHANNEL"
18 GA. ALUMINUM SIGN
10"
14"
36" MIN.
18"
6" MIN.
6" MIN.
CAUTIONBURIED XXXXX
MAIN
CHARLOTTE COUNTYUTILITIES
CALL BEFORE DIGGING(941)764-4300
DATE:
DRAWN BY: DEC
APPROVED BY: TD
PAGE No. 30BURIED MAIN SIGN
NUMBER: G-17-BMS
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
DATE:
DRAWN BY: DEC
APPROVED BY: TGD
PAGE No. 31CCU PROJECT SIGN
NUMBER: G-18-PS-
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
DATE:
DRAWN BY: DEC
APPROVED BY: TGD
PAGE No. 32PIPE PROFILE IN SWALE
NUMBER: G-20-PPS
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
DATE:
DRAWN BY: DEC
APPROVED BY: TGD
PAGE No. 33CONFLICT BOX
NUMBER: G-25-CB-
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
DATE:
DRAWN BY: DEC
APPROVED BY: TGD
PAGE No. 34TALLY BLOCK FORMAT
NUMBER: G-45-TBT
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
DATE:
DRAWN BY: DEC
APPROVED BY: TGD
PAGE No. 35
SEWER AIR RELEASE VALVE ASSEMBLYWITH ODOR CONTROL SYSTEM
(VERTICAL PIPE LAYOUT)NUMBER: G-46-ARV-ODOR
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008
n.t.s.
HDPE MAIN
PVC OR DIP MAIN
PVC OR DIP MAIN
HDPE MAIN
n.t.s.
n.t.s.
PVC OR DIP MAINMJ RESTRAINT
HDPE MAIN
MJ FITTING
1. STAINLESS STEEL STIFFENER REQUIRED WITHHDPE PIPE.
MJ RESTRAINT
MJ RESTRAINT
MJ RESTRAINT
MJ SOLIDSLEEVE
DATE: 1/1/2008
DRAWN BY: DEC
APPROVED BY:TD
PAGE No. 36
HDPE CONNECTION TO PVC/DIP
NUMBER: G-55-HDPE-CON
PROVIDED FOR INFORMATIONALPURPOSES ONLY.NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
EPOXY OR NYLON COATEDSTAINLESS STEEL DOUBLE STRAP
SERVICE SADDLE
2" BRASS NIPPLE 2" BRASS BALL VALVEWITH STAINLESS STEEL HANDLE &RUBBER COVER
POLYMER CONCRETE METER BOXWITH TRAFFIC BEARING LID
FINAL GRADE
6"
MAIN
DATE:
DRAWN BY: DEC
APPROVED BY: TGD
PAGE No. 37
SUBAQEOUS CROSSINGTESTING POINT
NUMBER: G-19-SWTP
PROVIDED FOR INFORMATIONALPURPOSES ONLY.
NO MODIFICATIONS WITHOUTWRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
1/1/2008