2023-07-20 V. B. #23-009-TRC, Utility Plans, Exhibit 2R/W OR EASEMENT LINE ROAD SURFACE OR OTHER VALVE & VALVE BOX
VALVE & VALVE BOX AREA TO BE DRILLED
4 i ,J EXIST. GRADE /
2
MIN.-
1OX PIPE DIA. 2 ADAPTERS /;�
OR 4' MIN. MIN
HDPE PIPELINE
HDPE PIPELINE
VALVE
ADAPTER
4" MAX SLOPE
PERPENDICULAR
EXISTING D.I.P. OR
P.V.C. PIPELINE
CONNECTION
STRAIGHT RUN
PLAN VIEW
CONNECTION
MJ SPLIT GASKET MJ FITTING
GLAND
HDPE PIPE HDPE ADAPTER
BUTT FUSION
WELD
HDPE-MJ ADAPTER
NOTES:
1. DIRECTIONAL DRILLS SHALL BE COMPLETED USING DR11 HDPE PIPE,
DIP SIZE: FOR WATER AND SANITARY FORCE MAIN
IPS SIZE: FOR VACUUM SEWER.
2. ALL DIRECTIONAL DRILLS SHALL BE AT A DEPTH OF 1OX PIPE DIAMETER BELOW THE
ROADWAY SURFACE OR 4' WHICHEVER IS GREATER.
3. ALL HDPE MUST BE COLOR CODED (SAFETY BLUE -WATER, SAFETY GREEN FOR SEWER AND
PANTONE PURPLE FOR RECLAIMED WATER); BUTT FUSION WELDED; AND CONNECTED WITH
HDPE-MJ ADAPTER.
4. 10 GUAGE SOLID COPPER LOCATING WIRES SHALL BE TAPED TO PIPE FROM VALVE TO VALVE
AT A SPACING NO GREATER THAN 5 FEET AND PULLED WITH THE PIPE. SEE D17 FOR
ADDITIONAL DETAILS.
5. GRAVITY SEWER BORES AS PREAPPROVED BY OUA.
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS
REVISION PAGE No
OCT. 2015 DIRECTIONAL DRILLING DETAIL D19
CHLORINATION &
PRESSURE INJECTION
POINT
METER, RP
BACKFLOW &
ISOLATION VALVES
EXISTING
WATER
MAIN
CONTRACTOR
GAUGE
OUA
GAUGE
1. WATER MAIN TO BE PRESSURE TESTED AND DISINFECTED ACCORDING TO FDEP
REGULATIONS, AWWA STANDARDS AND OUA REQUIREMENTS.
2. BACTERIOLOGICAL TESTING IS TO BE PERFORMED BY CONTRACTOR WITH PRIOR
NOTIFCATION OF TESTING TO OUA PERSONNEL.
3. DO NOT REMOVE TEMPORARY CONNECTION UNTIL ALL TESTING HAS BEEN
COMPLETED.
4. PROVIDE ALL NECESSARY THRUST BLOCKS OR OTHER RESTRAINTS.
5. FILLING AND FLUSHING LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR
AND WITH APPROVAL OF ENGINEER AND/OR OUA.
6. MAIN LINE VALVE TO BE OPENED BY OUA PERSONNEL ONLY AND OPENED FOR
CANNON FLUSHING OF NEW PIPING SYSTEM.
PLAN
CAST IRON COVER MARKED
"WATER", "SEWER" OR "FIRI
TOP OF PAVEMENT --\
5-1/4" C.I. ADJUSTABLE VALVE
BOX (INSIDE SCREW TYPE)
D/I OR C-900 P.V.C.
SQUARE NUT
MECHANICAL
JOINT VALVE
ASPHALTIC CONCRETE OVERLAY AREA
SEE DRAWINGS FOR LIMITS
SURFACE REPLACEMENT
L W+4'
TOP OF TRENCH
CONCRETE COLLAR 6" IN
WIDTH /
POUR CONCRETE COLLAR TO
GRADE IN SODDED AREAS
CONCRETE BRICKS
FOR PADS
NOTE, 'A --
VALVE NUT EXTENSION IS REQUIRED ON ALL VALVES WITH MORE THAN 36" OF COVER. EXTEND NUT TO
WITHIN 18" OF VALVE BOX RIM. PROVIDE SOLID BRICK PAD FOR VALVE BOX TO SIT ON.
NOTES:
EXISTING ASPHALT SURFACE
BACKFILL TRENCH WITH
FLOWABLE FILL UP TO
WITHIN 2" OF EXISTING
ASPHALT SURFACE
1AX I BENSITY ET & COMPACTED TI 9M MAX.
AAX. DENSITY AT +/- 29. OF OPTIMUM MOISTURE
AS DETERMINED BY MODIFIED PROCTOR TEST
AASHTO T-180/ASTM D 1557,
IN 6" LOOSE THICKNESS LIFTS.
EARTH
1. BACKFILL MATERIALS AROUND AND UP TO 1 FOOT ABOVE PIPE SHALL CONSIST OF CLEAN EARTH FILL COMPRISED
OF SAND, SAND AND CLAY, GRAVEL, CRUSHED ROCK OR OTHER MATERIALS FROM GROUPS A-1, A-2 OR A-3
AASHTO CLASSIFICATION FREE FROM ORGANIC MATTER AND VEGETATION, DEBRIS, LARGE CLODS OR EARTH OR
STONES. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS, LARGE ROCK AND ROOTS SHALL BE REMOVED
AND DISPOSED OF BY THE CONTRACTOR.
2. FLOWABLE FILL FROM A POINT 12" ABOVE TOP OF PIPE TO 2" BELOW EXISTING ASPHALT SURFACE, SHALL BE
READY -MIXED FLOWABLE FILL CONSISTING OF PORTLAND CEMENT, AGGREGATES, WATER AND MINERAL MIXTURES
IN COMPLIANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 121.
3. THE PIPE SHALL BE FULLY SUPPORTED ALONG ENTIRE LENGTH.
4. THE PIPE TRENCH SHALL REMAIN DRY DURING PIPE LAYING OPERATIONS.
5. ALL TRENCH WORK SHALL CONFORM TO LATEST STANDARDS AS SET FORTH BY THE FLORIDA TRENCH SAFETY
ACT AND OR OSHA.
6. FOUR INCH WIDE DETECTABLE TAPE SHALL BE PLACED APPROXIMATELY 12"-18" BELOW FINISHED GRADE AND
DIRECTLY ABOVE ALL PRESSURE PIPING. TAPE, WORDING AND COLOR SHALL CONFORM TO O.U.A. STANDARDS.
7. SURFACE COURSE SHALL BE F.D.O.T. MIX, TO MATCH EXISTING PAVEMENT, WITH A THICKNESS EQUAL TO THE
EXISTING OR 2", WHICHEVER IS GREATER.
8. PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED BUTT JOINTS, HEATED, RAKED AND SPRAYED WITH A
REJUVENATING AGENT. THE PATCH AREA SHALL BE A SMOOTH PLANE SUCH THAT A STRAIGHT EDGE PLACED
ACROSS THE PATCH, PARALLEL TO THE TRAFFIC FLOW AND EXTENDING TO UNDISTURBED PAVEMENT SHALL SHOW
NO MORE THAN 1/4" IRREGULARITY IN ANY 15 FT. SECTION. ANY IRREGULARITY SHALL BE CORRECTED IN
ACCORDANCE WITH F.D.O.T. SPECIFICATIONS.
9. "COLD PATCH" SHALL BE USED FOR TEMPORARY REPAIRS ONLY, AND FOR A PERIOD NOT TO EXCEED 30 DAYS.
10. TRAFFIC LANE CLOSURES, MOT PLANS AND ROADWAY REPAIRS MATERIALS SHALL BE PER DIRECTION OF ROAD
OWNER. CONTRACTOR TO INQUIRE WITH OWNER ABOUT REQUIREMENTS PRIOR TO BID.
11. 3M LOCATOR BALLS SHALL BE INSTALLED AT EACH FITTING IN THE PIPE LINE
CHANGING DIRECTION AND AT EACH CONNECTION.
12. 3M LOCATORS TO BE PROVIDED BY DEVELOPER AS SPECIFIED BY O.U.A.
PAVEMENT C.I. COVER
(FOR PAVED AREA) / - CONCRETE VALVE PAD
�
/�
FINISHED GRADE (FOR
/�\•(\ NON -PAVED AREA)
COMPACTED EARTH
CAST IRON, ROADWAY TYPE,
EXTENSION VALVE BOX
(INSIDE SCREW)
3" PVC W/THREADED
PVC INVERTED KEY
PLUG (FLUSH)
TWO (2) PAIRS OF INSULATED METALLIC 10
GAUGE SOLID COPPER WIRE (TYP.) EACH PAIR
7 HEADING ON OPPOSITE DIRECTIONS
/ PRESSURE MAIN
DUCT TAPE (5 PER
PIPE LENGTH)
1. ALL PVC PIPE SHALL REQUIRE TWO PAIRS OF INSULATED METALUC LOCATING HIRES (10 GAUGE
SOLID COPPER) TAPED NTH 2" WIDE DUCT TAPE TO TOP CENTERLINE OF THE PIPE AT EVERY JOINT
AND AT 4 ADDITIONAL EQUALLY SPACED POINTS PER LENGTH OF PIPE.
2. LOCATING WIRES TO TERMINATE ON EACH END AT A VALVE BOX, 4" ABOVE GROUND AND FOLDED
BACK INSIDE VALVE BOX.
3. LOCATING WIRES SHALL BE CAPABLE OF DETECTION BY A CABLE LOCATOR AND PASS A FIELD
CONDUCTIVITY TEST, OBSERVED BY THE O.U.A., FROM END TO END OF WIRES.
4. SPLICES SHALL BE CAPABLE OF COMPLETE SUBMERSION, SUCH AS BUTT SPLICE WITH RAYCHEM
HEAT SHRINK TUBING.
5. NO MORE THAN ONE SPLICE IN LOCATING HARES BETWEEN VALVES IS ALLOWED.
6. PROVIDE POTTING COMPOUND AT TRACER HARE JUNCTIONS AND SPLICES.
7. THE ENDS OF ALL LOCATING HARES, WHETHER THEY ARE SPLICED, CONNECTED, OR TERMINATED,
SHALL HAVE THE LAST THREE INCHES PIG TAILED AS DETAILED HEREON.
4" WARNING TAPE
METALLIC
LOCATING WIRE
FINISHED GRADE
18 MAXIMUM
1" MAX
PVC PRESSURE MAIN
PVC PIPE LOCATING WIRE
PIG TAIL WIRE AFTER
PASSING THROUGH
#10 THIN LOCATING SPLIT BOLT
WIRE (SOLID COPPER
HARE KITH BLUEYMIN.1
4" MIN.
COATING)
1/4" X 3/4" SPLIT BOLT
LOCATING WIRE DETAIL
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS
REVISION PAGE No REVISION PAGE No REVISION TRENCH REPAIR DETAILS PAGE No REVISION LOCATING WIRE DETAILS PAGE No
OCT. 2015 FILLING, DISINFECTING AND TESTING DETAILS D10 OCT. 2015 TYPICAL VALVE SETTING D12 OCT. 2015 PAVED AREAS WITH FLOWABLE FILL BACKFILL D13B OCT. 2015 FOR ALL ROAD CROSSINGS AND BORES D17