ISSUE DATE JANUARY 1ST, 2008 SECTION 3 GENERAL DETAILS

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1 ISSUE DATE JANUARY 1ST, 2008 SECTION 3 GENERAL DETAILS

2 NOMINAL PIPE DIAMETER (INCHES) TABLE 1 HORIZONTAL BENDS AND ELBOWS LENGTH OF RESTRAINED JOINT PIPE (FEET) 90 BENDS 45 BENDS 22 1/2 BENDS 11 1/4 BENDS TABLE 2 TEES AND WYES NOMINAL PIPE DIAMETER OF BRANCH PIPE (IN INCHES) RESTRAINED LENGTH ALONG BRANCH PIPE (IN FEET) TABLE 3 REDUCERS NOMINAL PIPE DIAMETER LARGE END SMALL END RESTRAINED LENGTH ALONG PIPE (IN FEET) TABLE 4 DEAD ENDS & IN-LINE VALVES NOMINAL PIPE DIAMETER RESTRAINED LENGTH ALONG PIPE (IN FEET) 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 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 Length 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: 1/1/2008 APPROVED BY: TGD RESTRAINT TABLE PAGE No. 13 NUMBER: G-01-RT

3 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 FINISHED GRADE LOCATOR BALL METALLIC LOCATION TAPE TO BE INSTALLED ON ALL MAINS 18" 22" MH R/W LINE LOCATOR BALL 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 APPROVED BY:TD MARKER BALL AND METALLIC LOCATION TAPE INSTALLATION PAGE No. 14 NUMBER: G-02-MBL

4 DATE: 1/1/2008 APPROVED BY: TGD BUTTERFLY VALVE INSTALLATION DETAIL PAGE No. 15 NUMBER: G-03-A-BFV

5 DATE: 1/1/2008 APPROVED BY: TGD PLUG VALVE INSTALLATION PAGE No. 16 NUMBER: G-03.B-PV

6 15" VALVE BOX WITH COVER (TO BE MARKED "WATER","SEWER" OR "RECLAIMED") AND PAINTED ACCORDINGLY. FIN. GRADE 18" MAX. 6" TWO #4 BAR EACH WAY SIDE BY SIDE 36"MIN. 48''MAX. 30" SQUARE x 6" THICK CONC. SLAB TO BE CAST AROUND TOP OF BOX PSI (MIN) 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.) DATE: 1/1/2008 DRAWN BY:DEC APPROVED BY: TD 1. WEDGE TO BE FULLY ENCAPSULATED IN EPDM RUBBER. 2. ALL VALVES SHALL BE INSTALLED OUTSIDE OF PAVEMENT. GATE VALVE INSTALLATION PAGE No. 17 NUMBER: G-03-C-GV

7 OTHER PIPE HORIZONTAL SEPARATION CROSSINGS JOINT CROSSINGS (FULL JOINT CENTERED) WATER MAIN STORM SEWER STORMWATER FORCE MAIN RECLAIMED WATER WATER MAIN 3 FT. MINIMUM 12 INCHES PREFERRED 6 INCHES MINIMUM - STORM SEWER ONLY ALTERNATE 3 FT. MINIMUM WATER MAIN WATER MAIN GRAVITY OR LOW PRESSURE SANITARY SEWER (1) SANITARY SEWER FORCE MAIN SEPTIC TANKS (2) WATER MAIN 10 FEET PREFERRED 6 FEET MINIMUM 12 INCHES IS THE MINIMUM, EXCEPT FOR GRAVITY SEWER, THEN 6 INCHES IS THE MINIMUM AND 12 INCHES IS PREFERRED. ALTERNATE 6 FT. MINIMUM WATER MAIN (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. n.t.s. IN ACCORDANCE WITH F.A.C. RULE DATE: 1/1/2008 APPROVED BY: TD MAIN SEPARATION PAGE No. 18 NUMBER: G-04-MS

8 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..) P.C. : 5' MIN P.C. 8' MIN P.C. WM WM WM P.C. WM WM WM WM FM FM FM FM FM FM FM CLOSEST ROAD IMPROVEMENT 5' MIN 1. (P/L) = PROPERTY LINE, EASEMENT LINE OR RIGHT OF WAY LINE 2. 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 OTHERWISE APPROVED BY CCU. 4. 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. 5. 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. 6. NO VALVES SHALL BE IN PAVEMENT UNLESS OTHERWISE APPROVED BY CCU. DATE: 1/1/2008 APPROVED BY: TGD ALIGNMENT OF MAINS, VALVES, AND HYDRANTS PAGE No. 19 NUMBER: G-05-MA

9 DATE: 1/1/2008 APPROVED BY: TD TAPPING SLEEVE PAGE No. 20 NUMBER: G-06-TS

10 UNDISTURBED EARTH UNDISTURBED EARTH FORMED CONCRETE FORMED CONCRETE FORMED CONCRETE X X X X MAIN BEND PLAN BEND 6" MIN. BLANKED TEE & WYE TYPICAL TEE & WYE 6" MIN. THRUST BLOCK BEARING AREA TABLE SIZE OF PIPE TEES & PLUGS 90 BENDS 45 BENDS 22 1/2 BENDS (SQ. FT.) 11 1/4 BENDS 4" " " " " " " 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. 11. THRUST BLOCKS APPLY TO ALL PIPING (MECHANICAL, GLUED, ETC...) DATE: 1/1/2008 APPROVED BY: TD BEND SECTION 45 24" MIN.-12"& LARGER PIPE 18" MIN.-10"& SMALLER PIPE FORMED CONCRETE TYPICAL THRUST BLOCK DETAILS SECTION X-X ANCHOR THRUST BLOCK (VERTICAL BENDS ONLY) (SEE NOTE 8 & 9) 1/2" TIE ROD UNDISTURBED EARTH PAGE No. 21 NUMBER: G-07-THB

11 DATE: 1/1/2008 APPROVED BY: TD TYPICAL CUT-IN VALVE PAGE No. 22 NUMBER: G-07.5-CIV

12 EXISTING STORM CULVERT (IF APPLICABLE) C L PAVEMENT EXISTING STORM CULVERT (IF APPLICABLE) 3' MIN. 3' MIN. 18" MIN. 5' MIN. 5' MIN. 18" MIN. HDPE CONNECTION TO PVC/DIP SHALL BE IN ACCORDANCE WITH CHARLOTTE COUNTY UTILITIES CURRENT STANDARDS. DIRECTIONAL BORE POLYETHELENE PRESSURE PIPE, SDR 11 PE-3408 OR FUSIBLE PVC. HDPE CONNECTION TO PVC/DIP SHALL BE IN ACCORDANCE WITH CHARLOTTE COUNTY UTILITIES CURRENT STANDARDS. C L DRIVEWAY 3" MIN. 3" MIN. 3" MIN. HDPE CONNECTION TO PVC/DIP SHALL BE IN ACCORDANCE WITH CHARLOTTE COUNTY UTILITIES CURRENT STANDARDS. DIRECTIONAL BORE POLYETHELENE PRESSURE PIPE, SDR 11 PE-3408 OR FUSIBLE PVC. HDPE CONNECTION TO PVC/DIP SHALL BE IN ACCORDANCE WITH CHARLOTTE COUNTY UTILITIES CURRENT STANDARDS. 1. HDPE PIPE TO HAVE AN OUTSIDE DIAMETER EQUAL TO DUCTILE IRON PIPE. 2. BENDING FOR HDPE PIPE SHALL NOT HAVE A RADIUS LESS THAN 35'. 3. 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. 4. 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. 5. DIRESCTIONAL BORED FUSIBLE PVC SHALL HAVE LETTERING FACING UP IN OPEN TRENCH. DATE: 1/1/2008 APPROVED BY: TD TYPICAL DIRECTIONAL BORE PAGE No. 23 NUMBER: G-08-DB

13 R/W LINE 4' MIN. OR AS REQ'D BY DEPT. OF TRANSPORTATION OR RAILROAD FIN. GRADE OF HIGHWAY OR RAILROAD BED R/W LINE 36"MIN. C L 30" MIN. FOR RESIDENTIAL ROADS 42" MIN. FOR HIGHWAY & 66" MIN. FOR RAILROAD STEEL CASING PIPE WELD EYE-BOLT TO CASING 5/8" S.S. ALL THREAD BELL RESTRAINER (PLACE HORIZONTALLY) (TYPICAL) CARRIER PIPE CASING & CARRIER PIPE DETAIL. (SEE SECTION A-A) PLICO CASING END SEALS n.t.s. A 12" PRESSURE PIPE = 6' (TYP.) GRAVITY SEWER = 4' (TYP.) CASING & CARRIER PIPE DETAIL STEEL CASING PIPE SCHEDULE A CARRIER PIPE NOMINAL DIAMETER STEEL CASING PIPE NOMINAL DIAMETER MINIMUM WALL THICKNESS 4" 12" " 14" " 16" " 18" " 24" " 24" " 24" " 30" " 30" " 36" " 38" " 40" " & GREATER CARRIER PIPE DIA. + 8" STEEL PIPE CASING, SEE SPEC'S CARRIER PIPE CASING SPACER 1. PLACE SPACERS EQUALLY ON CENTER AND A MIN. OF 4 PER JOINT OF PIPE. 2. CARRIER PIPE WILL BE DUCTILE IRON PIPE WITH ASKETS, OR AS SPECIFIED ON THE DRAWINGS. 3. 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 APPROVED BY: TD TYPICAL PIPE AND CASING PAGE No. 24 NUMBER: G-09-JBC

14 2' MIN. PIPE IS TO BE WRAPPED IN VISQUEEN TYPE PLASTIC SHEETING CONTINUOSLY 5/8" S.S. ALL THREAD CENTERED ON PIPE FIRST JOINT CLOSEST TO VALVE IS TO BE UNIFLANGE RETRAINT TIED BACK TO DEAD MAN MAIN 36" MIN. 12"MIN. UNDISTURBED EARTH 1' 4'-0" MIN. MJ VALVE (SEE DETAIL) (AS REQUIRED) 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 PSI CONCRETE 3'-0" MIN. 3'-0" 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. DATE: 1/1/2008 APPROVED BY: TD TIE-BACK ASSEMBLY PAGE No. 25 NUMBER: G-11-TB

15 DATE: 1/1/2008 APPROVED BY: TGD STANDARD PRESSURE PIPE TRENCH PAGE No. 26 NUMBER: G-12-TEBFPP

16 DATE: 1/1/2008 APPROVED BY: TGD STANDARD GRAVITY SEWER PIPE TRENCH PAGE No. 27 NUMBER: G-13-TEBFGS

17 DATE: 1/1/2008 APPROVED BY: TD MANUAL AIR RELEASE PAGE No. 28 NUMBER: G-14-MAR

18 DATE: 1/1/2008 APPROVED BY: TD CRAWL GUARD ASSEMBLY PAGE No. 29 NUMBER: G-15-CGA

19 10" CAUTION BURIED XXXXX MAIN 14" 18 GA. ALUMINUM SIGN CHARLOTTE COUNTY UTILITIES CALL BEFORE DIGGING (941) ' 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 APPROVED BY: TD BURIED MAIN SIGN PAGE No. 30 NUMBER: G-17-BMS

20 DATE: 1/1/2008 APPROVED BY: TGD CCU PROJECT SIGN PAGE No. 31 NUMBER: G-18-PS-

21 DATE: 1/1/2008 APPROVED BY: TGD PIPE PROFILE IN SWALE PAGE No. 32 NUMBER: G-20-PPS

22 DATE: 1/1/2008 APPROVED BY: TGD CONFLICT BOX PAGE No. 33 NUMBER: G-25-CB-

23 DATE: 1/1/2008 APPROVED BY: TGD TALLY BLOCK FORMAT PAGE No. 34 NUMBER: G-45-TBT

24 DATE: 1/1/2008 APPROVED BY: TGD SEWER AIR RELEASE VALVE ASSEMBLY WITH ODOR CONTROL SYSTEM (VERTICAL PIPE LAYOUT) PAGE No. 35 NUMBER: G-46-ARV-ODOR

25 MJ FITTING PVC OR DIP MAIN MJ RESTRAINT MJ RESTRAINT HDPE MAIN n.t.s. MJ SOLID SLEEVE PVC OR DIP MAIN HDPE MAIN MJ RESTRAINT n.t.s. HDPE MAIN PVC OR DIP MAIN MJ RESTRAINT n.t.s. 1. STAINLESS STEEL STIFFENER REQUIRED WITH HDPE PIPE. DATE: 1/1/2008 APPROVED BY:TD HDPE CONNECTION TO PVC/DIP PAGE No. 36 NUMBER: G-55-HDPE-CON

26 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 APPROVED BY: TGD SUBAQEOUS CROSSING TESTING POINT PAGE No. 37 NUMBER: G-19-SWTP