ISSUE DATE JANUARY 1ST, 2008
SECTION 3 GENERAL DETAILS
TABLE 1 HORIZONTAL BENDS AND ELBOWS LENGTH OF RESTRAINED JOINT PIPE (FEET) NOMINAL PIPE DIAMETER (INCHES)
5. 6. 7. 8. 9. 10. 11. 12.
22 1/2° BENDS
11 1/4° BENDS 2
4
22
7
3
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 2
TABLE 3
TABLE 4
TEES AND WYES
REDUCERS
DEAD ENDS & IN-LINE VALVES
4 6 8 10 12 16 20 24 30 36
4.
45° BENDS
6
NOMINAL PIPE RESTRAINED LENGTH DIAMETER OF BRANCH ALONG BRANCH PIPE PIPE (IN INCHES) (IN FEET)
1. 2. 3.
90° BENDS
11 21 32 48 65 97 128 156 196 233
NOMINAL PIPE DIAMETER RESTRAINED LENGTH ALONG PIPE (IN FEET) LARGE END
SMALL END
6 8 10 10 10 12 12 12 12 16 20 24 30 36
4 6 4 6 8 4 6 8 10 12 16 20 24 30
NOMINAL PIPE DIAMETER
RESTRAINED LENGTH ALONG PIPE (IN FEET)
4 6 8 10 12 16 20 24 30 36
46 65 85 102 120 154 185 215 257 296
34 36 83 63 34 104 87 64 59 65 65 64 90 89
Fittings shall be restrained joint unless otherwise noted. All pipe is to be restrained in accordance with these tables or as per design criteria, whichever is greater. Where two (2) or more fittings are together, restrain joints in accordance with fitting which yields greatest length of restrained pipe. 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. No restraints or thrust blocks will be required for bends of 7 1/2° or less. Restraint tables only applicable to test pressures of 150 psi or less. For pipe encased in polyethylene, increase the given values by a factor of 1.5. All pipe is to be restrained in accordance with these tables or as per design criteria, whichever is greater. 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. 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. ALL TEES SHALL BE THRUST BLOCKED AND RESTRAINED: (SEE TAPPING SLEEVE, TYPICAL THRUST BLOCK ETC. DETAILS) 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: 1/1/2008 DRAWN BY: DEC
RESTRAINT TABLE
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. APPROVED BY: TGD
CHARLOTTE COUNTY UTILITIES
13
NUMBER: G-01-RT
LOCATOR BALL
LOCATOR BALL
FORCE/WATER MAINS TAPPING SLEEVE
POWER POLE
SERVICE LINE
LOCATOR BALL
POWER POLE
LOCATOR BALL LOCATOR BALL
150'
150'
FORCE MAIN AND WATER MAIN
GRAVITY MAIN
LOCATOR BALL
18"
R/W LINE
FINISHED GRADE
22"
METALLIC LOCATION TAPE TO BE INSTALLED ON ALL MAINS
LOCATOR BALL
MH
GRAVITY SERVICE LINE
MH
PROFILE VIEW
PLAN VIEW
1.
METALLIC LOCATION TAPE SHALL BE PLACED DIRECTLY ABOVE THE WATER/FORCE MAIN APPROXIMITELY 22" BELOW FINISHED GRADE.
2.
MARKER BALLS SHALL BE 4" IN DIAMETER AS MANUFACTURED BY 3M, MODEL 1423-XR/ID FOR WATER (BLUE) AND 1424-XR/ID FOR WASTEWATER (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 TAPE AND 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 CHARLOTTE COUNTY UTILITIES.
DATE: 1/1/2008 DRAWN BY: DEC APPROVED BY:TD
MARKER BALL AND METALLIC LOCATION TAPE INSTALLATION CHARLOTTE COUNTY UTILITIES
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No.
14
NUMBER: G-02-MBL
DATE: 1/1/2008 DRAWN BY: DEC APPROVED BY: TGD
BUTTERFLY VALVE INSTALLATION DETAIL CHARLOTTE COUNTY UTILITIES
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No.
15
NUMBER: G-03-A-BFV
DATE: 1/1/2008 DRAWN BY: DEC
PLUG VALVE INSTALLATION
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. APPROVED BY: TGD
CHARLOTTE COUNTY UTILITIES
16
NUMBER: G-03.B-PV
15"
℄
VALVE BOX WITH COVER (TO BE MARKED "WATER","SEWER" OR "RECLAIMED") AND PAINTED ACCORDINGLY. FIN. GRADE
6"
TWO #4 BAR EACH WAY SIDE BY SIDE
18" MAX.
30" SQUARE x 6" THICK CONC. SLAB TO BE CAST AROUND TOP OF BOX. 3000 PSI (MIN)
36"MIN. 48''MAX. EXTENSION BAR WITH GUIDE (REQUIRED FOR VALVES WITH TOPS BELOW 36" BURY DEPTH)
ADJUSTABLE CAST IRON VALVE BOX
TOP OF PIPE
WRAP VALVE WITH VISQUEEN BEFORE INSTALLING SUPPORT OR THRUST BLOCK.
THRUST BLOCK (3 CU. FT. CONC.)
1. WEDGE TO BE FULLY ENCAPSULATED IN EPDM RUBBER. 2. ALL VALVES SHALL BE INSTALLED OUTSIDE OF PAVEMENT. DATE: 1/1/2008 DRAWN BY:DEC
GATE VALVE INSTALLATION
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. APPROVED BY: TD
CHARLOTTE COUNTY UTILITIES
17
NUMBER: G-03-C-GV
DATE: 1/1/2008
DRAWN BY: DEC
APPROVED BY: TD
MAIN SEPARATION
CHARLOTTE COUNTY UTILITIES
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No.
18
NUMBER: G-04-MS
10 FEET PREFERRED 6 FEET MINIMUM
WATER MAIN
3 FT. MINIMUM
WATER MAIN
HORIZONTAL SEPARATION
12 INCHES IS THE MINIMUM, EXCEPT FOR GRAVITY SEWER, THEN 6 INCHES IS THE MINIMUM AND 12 INCHES IS PREFERRED.
WATER MAIN
12 INCHES PREFERRED 6 INCHES MINIMUM STORM SEWER ONLY
WATER MAIN
CROSSINGS
WATER MAIN
ALTERNATE 6 FT. MINIMUM
WATER MAIN
ALTERNATE 3 FT. MINIMUM
(FULL JOINT CENTERED)
JOINT SPACING @ CROSSINGS
n.t.s.
IN ACCORDANCE WITH F.A.C. RULE 62-555.314
(1). 3 FEET FOR GRAVITY TYPE SANITARY SEWERS WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST 6 INCHES ABOVE THE TOP OF THE GRAVITY TYPE SANITARY SEWER. (2). THE SEPARATION BETWEEN OSTDS (SEPTIC TANKS) MUST BE 10 FEET. (3). WATER MAIN SHOULD CROSS ABOVE OTHER PIPE. WHEN WATER MAIN MUST BE BELOW OTHER PIPE THE MINIMUM SEPARATION IS 18 INCHES.
zGRAVITY OR LOW PRESSURE SANITARY SEWER (1) zSANITARY SEWER FORCE MAIN zSEPTIC TANKS (2)
zSTORM SEWER zSTORMWATER FORCE MAIN zRECLAIMED WATER
OTHER PIPE
5' MIN
:
℄
FIRE HYDRANT'S SHALL NOT BE MORE THAN ONE FOOT OUTSIDE OF ROW LINE AND AT LEAST EIGHT FEET FROM CLOSEST ROAD IMPROVEMENT (PAVEMENT, GUTTER, CURB, ETC..)
FM
WM
P.C.
P.C.
⅊ 8' MIN
WM
WM
FM
WM
P.C.
WM
WM
5' MIN
P.C.
FM
FM
FM
WM
℄ FM
FM
5' MIN
CLOSEST ROAD IMPROVEMENT
1. 2. 3.
4.
5.
6.
(P/L) = PROPERTY LINE, EASEMENT LINE OR RIGHT OF WAY LINE ALL VALVES SHALL BE PLACED AT THE FITTING UNLESS OTHERWISE APPROVED BY CCU. ALL MAINS SHALL BE LOCATED A MINIMUM OF 5'-0" FROM EDGE OF ROADWAY IMPROVEMENTS (PAVEMENT, GUTTERS, CURBS ETC..) UNLESS OTHERWISE APPROVED BY CCU. ALL WATER LINES SHALL BE LOCATED ON THE NORTH SIDE OF EAST-WEST STREETS AND ON THE WEST SIDE OF NORTH-SOUTH STREETS UNLESS OTHERWISE APPROVED BY CCU. ALL SEWER FORCE MAINS SHALL BE LOCATED ON THE SOUTH SIDE OF EAST-WEST STREETS AND ON THE EAST SIDE OF NORTH-SOUTH STREETS UNLESS OTHERWISE APPROVED BY CCU. NO VALVES SHALL BE IN PAVEMENT UNLESS OTHERWISE APPROVED BY CCU.
DATE: 1/1/2008 DRAWN BY: DEC APPROVED BY: TGD
ALIGNMENT OF MAINS, VALVES, AND HYDRANTS CHARLOTTE COUNTY UTILITIES
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No.
19
NUMBER: G-05-MA
DATE: 1/1/2008 DRAWN BY: DEC
TAPPING SLEEVE
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. APPROVED BY: TD
CHARLOTTE COUNTY UTILITIES
20
NUMBER: G-06-TS
UNDISTURBED EARTH
UNDISTURBED EARTH
FORMED CONCRETE
FORMED CONCRETE
FORMED CONCRETE
BEND PLAN X
X
X
X
BEND
MAIN
6" MIN.
BLANKED TEE & WYE
TYPICAL TEE & WYE
THRUST BLOCK BEARING AREA TABLE
6" MIN.
BEND SECTION
(SQ. FT.)
45°
SIZE OF PIPE
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
NOTE: 1. WRAP ALL FITTINGS WITH VISQUEEN BEFORE POURING THRUST BLOCKS. ALL THRUST BLOCKS MUST BE LEFT OPEN FOR INSPECTION 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 SAND AND GRAVELS). 4. POOR SOIL (A-1 THRU A-8, SILTY SOILS, CLAYS, MUCK & PEAT) WILL REQUIRE LARGER THRUST BLOCKS. 5. THRUST BLOCK SIZES BASED ON 150 P.S.I. HYDROSTATIC TEST PRESSURE. 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 BITUMINOUS EPOXY (16 MILS DRY THICKNESS). 9. VERTICAL BENDS ONLY - FORMED CONCRETE TO BE SIZED BY ENGINEER. 10. THRUST BLOCKS ARE TO BE USED IN CONJUNCTION WITH THE RESTRAINED JOINT TABLE WHEN DIRECTED BY THE ENGINEER AND/OR CHARLOTTE COUNTY UTILITIES. 11. THRUST BLOCKS APPLY TO ALL PIPING (MECHANICAL, GLUED, ETC...) DATE: 1/1/2008 DRAWN BY: DEC APPROVED BY: TD
24" MIN.-12"& LARGER PIPE 18" MIN.-10"& SMALLER PIPE
SECTION X-X 1/2" TIE ROD
FORMED CONCRETE
UNDISTURBED EARTH
ANCHOR THRUST BLOCK (VERTICAL BENDS ONLY) (SEE NOTE 8 & 9)
TYPICAL THRUST BLOCK DETAILS CHARLOTTE COUNTY UTILITIES
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No.
21
NUMBER: G-07-THB
DATE: 1/1/2008 DRAWN BY: DEC
TYPICAL CUT-IN VALVE
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. APPROVED BY: TD
CHARLOTTE COUNTY UTILITIES
22
NUMBER: G-07.5-CIV
DATE: 1/1/2008
DRAWN BY: DEC
APPROVED BY: TD
TYPICAL DIRECTIONAL BORE
CHARLOTTE COUNTY UTILITIES
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No.
23
NUMBER: G-08-DB
3" MIN.
HDPE CONNECTION TO PVC/DIP SHALL BE IN ACCORDANCE WITH CHARLOTTE COUNTY UTILITIES CURRENT STANDARDS.
18" MIN.
STATE HIGHWAY CROSSING SHALL ADHERE TO FLORIDA D.O.T. REQUIREMENTS, GENERALLY A MINIMUM OF 8 FEET BELOW ROAD SURFACE, OR A 1 FOOT DEPTH FOR EACH ONE INCH PIPE DIAMETER. DIRESCTIONAL BORED FUSIBLE PVC SHALL HAVE LETTERING FACING UP IN OPEN TRENCH.
4.
5.
UPON APPROVAL OF THE PILOT HOLE LOCATION BY THE COUNTY, THE HOLE OPENING OR ENLARGING PHASE OF THE INSTALLATION SHALL BEGIN. THE BOREHOLE DIAMETER SHALL BE INCREASED TO ACCOMMODATE THE PULLBACK OPERATION OF THE VARIOUS DIAMETER PIPE. THE TYPE OF HOLE OPENER OR BACK REAMER TO BE UTILIZED IN THIS PHASE SHALL BE DETERMINED BY THE TYPES OF SUBSURFACE SOIL CONDITIONS. THAT HAVE BEEN ENCOUNTERED DURING THE PILOT HOLE DRILLING OPERATION. THE REAMER TYPE AND SIZE SHALL BE AT THE CONTRACTOR'S DISCRETION. A MINIMUM OF 1 PREREAMING IS REQUIRED ON PIPES OF 8" OR LARGER.
3.
HDPE CONNECTION TO PVC/DIP SHALL BE IN ACCORDANCE WITH CHARLOTTE COUNTY UTILITIES CURRENT STANDARDS.
3" MIN.
BENDING FOR HDPE PIPE SHALL NOT HAVE A RADIUS LESS THAN 35'.
DIRECTIONAL BORE POLYETHELENE PRESSURE PIPE, SDR 11 PE-3408 OR FUSIBLE PVC.
C L DRIVEWAY
HDPE CONNECTION TO PVC/DIP SHALL BE IN ACCORDANCE WITH CHARLOTTE COUNTY UTILITIES CURRENT STANDARDS.
3' MIN.
2.
3" MIN.
18" MIN.
DIRECTIONAL BORE POLYETHELENE PRESSURE PIPE, SDR 11 PE-3408 OR FUSIBLE PVC.
5' MIN.
EXISTING STORM CULVERT (IF APPLICABLE)
HDPE PIPE TO HAVE AN OUTSIDE DIAMETER EQUAL TO DUCTILE IRON PIPE.
5' MIN.
C L PAVEMENT
1.
HDPE CONNECTION TO PVC/DIP SHALL BE IN ACCORDANCE WITH CHARLOTTE COUNTY UTILITIES CURRENT STANDARDS.
3' MIN.
EXISTING STORM CULVERT (IF APPLICABLE)
R/W LINE
R/W LINE
4' MIN. OR AS REQ'D BY DEPT. OF TRANSPORTATION OR RAILROAD FIN. GRADE OF HIGHWAY OR RAILROAD BED
CL
WELD EYE-BOLT TO CASING 5/8" S.S. ALL THREAD BELL RESTRAINER (PLACE HORIZONTALLY) (TYPICAL)
30" MIN. FOR RESIDENTIAL ROADS 42" MIN. FOR HIGHWAY & 66" MIN. FOR RAILROAD STEEL CASING PIPE
36"MIN.
CASING & CARRIER PIPE DETAIL. (SEE SECTION A-A)
PLICO CASING END SEALS
CARRIER PIPE
n.t.s.
A
PRESSURE PIPE = 6' (TYP.) GRAVITY SEWER = 4' (TYP.)
12"
A
CASING & CARRIER PIPE DETAIL STEEL CASING PIPE SCHEDULE CARRIER PIPE NOMINAL DIAMETER
STEEL CASING PIPE NOMINAL DIAMETER
MINIMUM WALL THICKNESS
4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 36"
12" 14" 16" 18" 24" 24" 24" 30" 30" 36" 38" 40"
0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.312 0.375
42" & GREATER
CARRIER PIPE DIA. + 8"
0.500
1. 2. 3.
STEEL PIPE CASING, SEE SPEC'S CARRIER PIPE
CASING SPACER
PLACE SPACERS EQUALLY ON CENTER AND A MIN. OF 4 PER JOINT OF PIPE. CARRIER PIPE WILL BE DUCTILE IRON PIPE WITH ASKETS, OR AS SPECIFIED ON THE DRAWINGS. CASING PIPE SHALL BE (NEW) ASTM.A139. GRADE "A" PIPE OF A DIAMETER & THICKNESS EQUAL TO OR GREATER THAN THAT CONFORMING TO THE F.D.O.T. UTILITY ACCOMMODATION GUIDE.
DATE: 1/1/2008 DRAWN BY: DEC
TYPICAL PIPE AND CASING
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. APPROVED BY: TD
CHARLOTTE COUNTY UTILITIES
24
NUMBER: G-09-JBC
PIPE IS TO BE WRAPPED IN VISQUEEN TYPE PLASTIC SHEETING CONTINUOSLY
2' MIN.
5/8" S.S. ALL THREAD CENTERED ON PIPE
FIRST JOINT CLOSEST TO VALVE IS TO BE UNIFLANGE RETRAINT TIED BACK TO DEAD MAN
36" MIN.
MAIN 12"MIN.
1'
UNDISTURBED EARTH
MJ VALVE (SEE DETAIL) (AS REQUIRED)
4'-0" MIN.
5/8" S.S. ALL THREAD MAIN
5/8" S.S. ALL THREAD
DUCT-LUGS (4 REQ'D FOR 12"-16" DIA. PIPE TO BE AT 45° OFFSET)
36" MIN.
℄
2500 PSI CONCRETE
3'-0" MIN.
1. 2.
3'-0" MIN.
: 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. ALL JOINTS BETWEEN CONCRETE AND VALVE SHALL BE RESTRAINED.
DATE: 1/1/2008 DRAWN BY: DEC
TIE-BACK ASSEMBLY
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. APPROVED BY: TD
CHARLOTTE COUNTY UTILITIES
25
NUMBER: G-11-TB
DATE: 1/1/2008 DRAWN BY: DEC APPROVED BY: TGD
STANDARD PRESSURE PIPE TRENCH
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
NUMBER: G-12-TEBFPP
PAGE No.
26
DATE: 1/1/2008 DRAWN BY: DEC APPROVED BY: TGD
STANDARD GRAVITY SEWER PIPE TRENCH CHARLOTTE COUNTY UTILITIES
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. 27 NUMBER: G-13-TEBFGS
DATE: 1/1/2008 DRAWN BY: DEC
MANUAL AIR RELEASE
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. APPROVED BY: TD
CHARLOTTE COUNTY UTILITIES
28
NUMBER: G-14-MAR
DATE: 1/1/2008 DRAWN BY: DEC
CRAWL GUARD ASSEMBLY
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. APPROVED BY: TD
CHARLOTTE COUNTY UTILITIES
29
NUMBER: G-15-CGA
10"
CAUTION BURIED XXXXX MAIN 14"
18 GA. ALUMINUM SIGN
CHARLOTTE COUNTY UTILITIES CALL BEFORE DIGGING (941)764-4300
6' GALV. STEEL "U-CHANNEL"
36" MIN.
18"
UNDISTURBED EARTH 6" MIN.
CONC. BASE SUPPORT
6" MIN.
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. DATE: 1/1/2008 DRAWN BY: DEC
BURIED MAIN SIGN
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. APPROVED BY: TD
CHARLOTTE COUNTY UTILITIES
30
NUMBER: G-17-BMS
DATE: 1/1/2008 DRAWN BY: DEC
CCU PROJECT SIGN
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. APPROVED BY: TGD
CHARLOTTE COUNTY UTILITIES
31
NUMBER: G-18-PS-
DATE: 1/1/2008 DRAWN BY: DEC
PIPE PROFILE IN SWALE
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. APPROVED BY: TGD
CHARLOTTE COUNTY UTILITIES
32
NUMBER: G-20-PPS
DATE: 1/1/2008 DRAWN BY: DEC
CONFLICT BOX
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. APPROVED BY: TGD
CHARLOTTE COUNTY UTILITIES
33
NUMBER: G-25-CB-
DATE: 1/1/2008 DRAWN BY: DEC
TALLY BLOCK FORMAT
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. APPROVED BY: TGD
CHARLOTTE COUNTY UTILITIES
34
NUMBER: G-45-TBT
DATE: 1/1/2008 DRAWN BY: DEC APPROVED BY: TGD
SEWER AIR RELEASE VALVE ASSEMBLY WITH ODOR CONTROL SYSTEM (VERTICAL PIPE LAYOUT)
CHARLOTTE COUNTY UTILITIES
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. 35 NUMBER: G-46-ARV-ODOR
MJ FITTING
MJ RESTRAINT PVC OR DIP MAIN
MJ RESTRAINT
H D PE M
n.t.s.
N AI
MJ SOLID SLEEVE
PVC OR DIP MAIN
HDPE MAIN
MJ RESTRAINT
n.t.s.
PVC OR DIP MAIN
HDPE MAIN
MJ RESTRAINT
n.t.s.
1.
STAINLESS STEEL STIFFENER REQUIRED WITH HDPE PIPE.
DATE: 1/1/2008 DRAWN BY: DEC
HDPE CONNECTION TO PVC/DIP
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. 36 APPROVED BY:TD
CHARLOTTE COUNTY UTILITIES
NUMBER: G-55-HDPE-CON
POLYMER CONCRETE METER BOX WITH TRAFFIC BEARING LID FINAL GRADE
6"
2" BRASS NIPPLE
2" BRASS BALL VALVE WITH STAINLESS STEEL HANDLE & RUBBER COVER
EPOXY OR NYLON COATED STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE
MAIN
DATE: 1/1/2008 DRAWN BY: DEC APPROVED BY: TGD
SUBAQEOUS CROSSING TESTING POINT CHARLOTTE COUNTY UTILITIES
PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CCU APPROVAL.
PAGE No. 37 NUMBER: G-19-SWTP
