section 3 general details - charlotte county 3generalde… · · 2008-05-21general details issue...

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



1/1/2008

DATE:

DRAWN BY: DEC

APPROVED BY: TGD

PAGE No. 15

BUTTERFLY VALVEINSTALLATION DETAIL

NUMBER: G-03-A-BFV



1/1/2008

DATE:

DRAWN BY: DEC

APPROVED BY: TGD

PAGE No. 16PLUG VALVE INSTALLATION

NUMBER: G-03.B-PV



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



1/1/2008

10 F

EE

T P

RE

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6 FE

ET

MIN

IMU

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WA

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12 IN

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MIN

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FOR

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ER, T

HEN

6 IN

CH

ES

IS T

HE

MIN

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ND

12 IN

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IS P

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MIN

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. MIN

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314

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FT. M

INIM

UM

WA

TER

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ALT

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NAT

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FT. M

INIM

UM

WA

TER

MAI

N

WA

TER

MAI

N

OTH

ER

PIP

EH

OR

IZO

NTA

L SE

PAR

ATIO

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RO

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SP

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@ C

RO

SSIN

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(FU

LL J

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EN

TER

ED

)

DATE:

DRAWN BY: DEC

APPROVED BY: TD

PAGE No. 18MAIN SEPARATION

NUMBER: G-04-MS



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



1/1/2008

DATE:

DRAWN BY: DEC

APPROVED BY: TD

PAGE No. 20TAPPING SLEEVE

NUMBER: G-06-TS



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



1/1/2008

DATE:

DRAWN BY: DEC

APPROVED BY: TD

PAGE No. 22

TYPICAL CUT-IN VALVENUMBER: G-07.5-CIV



1/1/2008

1.H

DP

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TILI

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OR

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LYET

HEL

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PR

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SU

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PIP

E, S

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11

PE

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8 O

RFU

SIB

LE P

VC.

EXI

STIN

GS

TOR

M C

ULV

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(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



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



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



1/1/2008

DATE:

DRAWN BY: DEC

APPROVED BY: TGD

STANDARDPRESSURE PIPE TRENCH

NUMBER: G-12-TEBFPP



1/1/2008

PAGE No. 26

DATE:

DRAWN BY: DEC

APPROVED BY: TGD

PAGE No. 27

STANDARDGRAVITY SEWER PIPE TRENCH

NUMBER: G-13-TEBFGS



1/1/2008

DATE:

DRAWN BY: DEC

APPROVED BY: TD

PAGE No. 28MANUAL AIR RELEASE

NUMBER: G-14-MAR



1/1/2008

DATE:

DRAWN BY: DEC

APPROVED BY: TD

PAGE No. 29CRAWL GUARD ASSEMBLY

NUMBER: G-15-CGA



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



1/1/2008

DATE:

DRAWN BY: DEC

APPROVED BY: TGD

PAGE No. 31CCU PROJECT SIGN

NUMBER: G-18-PS-



1/1/2008

DATE:

DRAWN BY: DEC

APPROVED BY: TGD

PAGE No. 32PIPE PROFILE IN SWALE

NUMBER: G-20-PPS



1/1/2008

DATE:

DRAWN BY: DEC

APPROVED BY: TGD

PAGE No. 33CONFLICT BOX

NUMBER: G-25-CB-



1/1/2008

DATE:

DRAWN BY: DEC

APPROVED BY: TGD

PAGE No. 34TALLY BLOCK FORMAT

NUMBER: G-45-TBT



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



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



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.


1/1/2008

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