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PERPARED BY:
JOHN A. ROBBINS, P.E.
'PROFESSIONAL
�VICREATIVE & TECHNICAL CONSULTANT
Jr�2501 27th. AVENUE
7M lll�,IVERO BEACH, FLORIDA 32960
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PROJECT NUMBER 87-112
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FOR C®i PUANCEL
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PLAN',r, AND PERMIT
MUST' [,,.'_PT ON JOB OR
NO '�N aEIJILL BE MADE
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MATERIAL SPECIFICAI,ION AND
SUBMITTAL REQUIREMENTS
1. FLUSHING AND PRESSURE TESTING OF ALL PIPING SYSTEMS
SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE
LATEST AWWA SPECIFICATIONS.
2. SHOP DRAWINGS - THE CONTRACTOR SHALL SUBMIT THREE (3) SETS
OF SHOP DRAWINGS FOR ALL MATERIALS TO BE INCORPORATED INTO THE
WORK FOR REVIEW BY THE ENGINEER BEFORE INCORPORATION INTO THE
WORK. NO PAYMENT WILL BE MADE FOR MATERIALS OR LABOR
INCORPORATED INTO THE WORK WITHOUT PRIOR REVIEW OF SHOP
DRAWINGS.
3. ALL P.V.C. PIPE AND FITTINGS SHALL BE SCHEDULE 80 WITH SOLVENT
WELDED JOINTS.
4. ALL DUCTILE IRON PIPE SHALL CONFORM TO AWWA C-151 AND SHALL BE
CLASS 50 AS DEFINED BY AWWA C-150.
5. GATE VALVES 3" OR LARGER SHALL BE IRON BODY, BRONZE MOUNTED,
SOLID WEDGE, RESILIENT SEAT GATE VALVES CONFORMING TO AWWA C-509.
GATE VALVES LESS THAN 3" SHALL BE STANDARD, BRONZE, SINGLE WEDGE,
RISING STEM. ALL GATE VALVES SHALL BE RATED FOR A WORKING PRESSURE
OF 150 P.S.I. ALL GATE VALVES SHALL BE HAND WHEEL OPERATED. ALL
BURIED VALVES SHALL HAVE VALVE BOXES AND COVERS.
COVERS SHALL BE LABELED SEWER.
6. CHECK VALVES SHALL BE THE BALL CHECK STYLE DESIGNED FOR SEWAGE
FLOW AND SHALL HAVE A RATED WORKING PRESSURE OF 150 P.S.I.
CHECK VALVES SHALL BE FLYST HDL TYPE 2016 OR EQUIVALENT.
GENERAL NOTES
1. IN GENERAL, THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A
RINSEWATER PUMPING STATION, FORCE MAIN AND TWO GROUND STORAGE
TANKS, ALL LOCATED AT THE H & S CITRUS PACKING PLANT, AND THE
CONSTRUCTION OF A HOLDING BASIN AND SPRAY IRRIGA11ON SYSTEM
FOR RINSEWATER DISPOSAL LOCATED ON PROPERTY LEASED BY H & S
CITRUS. IT IS THE INTENT OF THESE DRAWINGS AND ACCOMPANYING
INFORMATION TO DESCRIBE THIS WORK.
2. ALL WORK PERFORMED UNDER THE SCOPE OF WORK CONSIDERED BY THESE
DRAWINGS AND ACCOMPANYING DATA SHALL BE IN FULL COMPLIANCE
WITH THE REQUIREMENTS OF THE OWNER, FLORIDA DEPARTMENT OF
ENVIRONMENTAL REGULATION. AND OTHER AGENCIES WHICH
EXERT JURISDICTION. WHEN CONFLICTS OCCUR BETWEEN REQUIREMENTS
SHOWN ON THESE DRAWINGS AND A REGULATORY JURISDICTION, THE
JURISDICTION SHALL PREVAIL THE CONTRACTOR SHALL BRING ANY
CONFLICT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.
3. ALL WORK PERFORMED UNDER THE SCOPE OF WORK CONSIDERED BY THIS
SET OF DRAWINGS AND DATA SHALL BE PERFORMED BY A QUALIFIED
CONTRACTOR AND QUALIFIED PERSONNEL ONLY. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR PROVIDING SUPERVISION OF ALL CONSTRUCTION
ACTIVITIES THROUGH A QUALIFIED PERSON COMPLETELY FAMIUAR WITH
THE TYPE OF CONSTRUCTION DESCRIBED IN THE SCOPE OF WORK. THE
CONTRACTOR WILL DESIGNATE THE PROJECT SUPERINTENDENT TO THE
ENGINEER AND THAT INDIVIDUAL WILL BE RESPONSIBLE FOR THE
PROJECT UNLESS THE ENGINEER IS NOTIFIED OTHERWISE.
4. EXISTING UNDERGROUND FACILITIES HAVE NOT BEEN PHYSICALLY
LOCATED BY THE ENGINEER. FINDING THE ACTUAL LOCA11ON OF ANY
EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND
SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY.
FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES. THE OWNER AND ENGINEER WILL ASSUME NO LIABILITY
FOR ANY DAMAGES SUSTAINED OR COSTS INCURRED BECAUSE OF THE
CONTRACTOR'S OPERA11ONS IN THE VICINITY OF EXISTING U11LJTIES
OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME.
IF IT IS NECESSARY TO SHORE, BRACE, OR SWING A UTILITY, THE
UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND
THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH
WORK.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS
UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES
WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK.
THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM N0110E TO ALL
UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION.
THE CONTRACTOR SHALL SCHEDULE AND EXECUTE ALL WORK INVOLVING
EXISTING UTILITIES IN ORDER TO MINIMIZE NECESSARY
INTERRUPTION OF SERVICES. WHENEVER SUCH INTERRUPTION IS
NECESSARY FOR COMPLE11ON OF THE WORK, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR NOTIFYING THE ENGINEER AND THE OWNER AT LEAST
48 HOURS IN ADVANCE. ALL WORK TO REPAIR/RESTORE U11UTY
SERVICE SHALL BE PERFORMED AS REQUIRED BY THE APPROPRIATE
UTILITY. ALL COSTS RELATED TO SERVICE, MAINTENANCE,
INTERRUPTION, AND RESTORATION SHALL BE INCLUDED IN THE
CONTRACTOR'S BID.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE HIS COMPLETE
FAMILIARITY WITH THE PROJECT SITE AND COMPONENTS TO INCLUDE
SUBSURFACE CONDITIONS OF SOIL AND GROUND WATER TABLE. BY
SUBMITTAL OF A BID FOR THIS PROJECT, THE CONTRACTOR
ACKNOWLEDGES HIS COMPLETE UNDERSTANDING AND RESPONSIBILITIES
WITH RESPECT TO THE CONSTRUCTION ACTIVITIES REQUIRED UNDER THE
SCOPE OF THIS PROJECT.
6. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL PERMITTING
AGENCIES A MINIMUM OF 48 HOURS PRIOR TO BEGINNING WORK OR
PERFORMING TESTS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION
STAKING TO INCLUDE HORIZONTAL AND VERTICAL CONTROL FOR
ALIGNMENT OF WORK.
8. ANY CHANGES OR DEVIATIONS FROM THE DRAWINGS AND ACCOMPANYING
DATA MUST BE APPROVED BY THE ENGINEER PRIOR TO INCORPORATION
INTO THE WORK.
9. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ALL PAVED OR
CONCRETE AREAS DISTURBED DURING CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE FOR WATERING, FERTILIZING, AND SUPPLYING
ALL ITEMS AND CARE NECESSARY TO MAINTAIN THE HEALTH OF ALL NEW
SOD UNTIL ACCEPTANCE OF JOB BY OWNER.
11. SITE PLAN DATA AND CONFIGURATION WAS OBTAINED FROM DRAWINGS
PREPARED BY OTHERS.
12. THE OWNER RESERVES THE RIGHT TO ADD WORK TO OR SUBTRACT WORK
FROM THE CONTRACT.
13. RECOMMENDATIONS ON SITE PREPARA11ON AND EXCAVATION AND BACKFILL FOR
VERTICAL STORAGE TANK SLAB BASED ON DATA CONTAINED WITHIN A REPORT
11TLED "SUBSURFACE INVESTIGATION SLAB FOR WATER STORAGE TANKS, H & S
CITRUS', PREPARED BY FRASIER ENGINEERING & TESTING, INC.,
DATED APRIL 17, 1992:
GENERAL SITE PREPARATION
THE FOUNDATION AND PAVEMENT AREAS SHOULD BE CLEARED OF ALL SURFACE
VEGETATION AND UNSUITABLE SURFACE ORGANICS TO 5-FEET OUTSIDE OF THE
PROPOSED STRUCTURE AND PAVEMENT AREAS. AFTER CLEARING, THE AREA IS TO BE
COMPACTED WITH A HEAVY PLATE VIBRATORY COMPACTOR OR RUBBER TIRED EARTH
MOVING EQUIPMENT SUCH AS A LOADER, WITH THE BUCKET FILLED FOR ADDI1IONAL
WEIGHT. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO THE CLEARED
SURFACE TO OBTAIN A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS
DETERMINED BY A.A.S.H.O. T-180 (ASTM D-1557). IF ANY UNSUITABLE SOIL
CONDITIONS OR SOFT AREAS ARE ENCOUNTERED, THE PROJECT ENGINEER,
GEOTECHNICAL CONSULTANT OR OTHER RESPONSIBLE PROFESSIONAL SHOULD BE
INFORMED, THE MATTER INVESTIGATED AND THE PROBLEM RESOLVED.
FILL PLACEMENT
WHERE FILL IS TO BE PLACED ON NATURAL GROUND, THE SURFACE MUST FIRST BE
PREPARED AS OUTLINED ABOVE. THE FILL AT GRADE SHOULD EXTEND A MINIMUM OF
6-FEET BEYOND THE STRUCTURE OUTLINE. FILL SHOULD BE A UNIFORM FREE.
DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED
12INCHES LOOSE MEASURE AND COMPACTED WITH A HEAVY PLATE VIBRATORY
COMPACTOR OR RUBBER TIRED EARTH MOVING EQUIPMENT SUCH AS A LOADER,WITH
THE BUCKET FILLED FOR ADDITIONAL WEIGHT. SUFFICIENT COMPAC11VE EFFORT
SHOULD BE APPLIED TO OBTAIN A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY
AS DETERMINED BY A.A.S.H.O. T-180 (ASTM D-1557).
EXCAVATION AND BACKFILLING
IF EXCAVATION IS REQUIRED OR IF, DURING GENERAL SITE PREPARATION,
UNSUITABLE` SOILS ARE UNCOVERED THAT MUST BE REMOVED, THE RESULTING
EXCAVATED SURFACE SHOULD BE COMPACTED WITH A HEAVY PLATE VIBRATORY
COMPACTOR OR RUBBER TIRED EARTH MOVING EQUIPMENT SUCH AS A LOADER, WITH
THE BUCKET FILLED FOR ADDITIONAL WEIGHT. SUFFICIENT COMPACTIOE EFFORT
SHOULD BE APPLIED TO THE EXCAVATED SURFACE TO OBTAIN A MINIMUM OF 95% OF
THE MAXIMUM DRY DENSITY AS DETERMINED BY A.A.S.H.O. T-180 (ASTM D-1557).
THE BACKFILL SHOULD BE PLACED AND COMPACTED AS SPECIFIED IN THE FILL
PLACEMENT OUTLINED ABOVE.
FOOTING EXCAVATION
AFTER THE FOOTINGS HAVE BEEN EXCAVATED REPRESENTATIVE DENSITY TESTS
SHOULD BE TAKEN. THE DENSITY AT THE FOOTING GRADE SHOULD BE A MINIMUM OF
95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY A.A.S.H.O. T-180 (ASTM D-
1557). IF THE BOTTOM OF THE FOOTING HAS BEEN LOOSENED DURING EXCAVATION,
OR" iF THE BOTTOM OF THE FOOTING IS BELOW 1-FOOT FROM NATURAL GROUND, THE
FOOTING AREA SHOULD BE COMPACTED WITH A HEAVY PLATE VIBRATORY
COMPACTOR. SUFFICIENT COMPAC11VE EFFORT SHOULD BE APPLIED TO ACHIEVE THE
REQUIRED DENSITY.
GROUNDWATER
SPECIFIC REQUIREMENTS
-L INSURANCE - THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE A
CERTIFICATE OF INSURANCE NAMING THE OWNER, ENGINEER, ITS
ENGINEERS, AND EACH OF THEIR OFFICERS, AGENTS AND EMPLOYEES
AS ADDITIONAL INSUREDS UNDER THE CONTRACTOR'S GENERAL LIABILITY
POLICY WITH RESPECT TO SERVICES PERFORMED BY THE CONTRACTOR
FOR THE OWNER. INSURANCE REQUIREMENTS INCLUDE $1,000,000 GENERAL
AND PUBLIC UABILITY COVERAGE. ALSO, THE SUCCESSFUL BIDDER WILL BE
REQUIRED TO PROVIDE WORKER'S COMPENSATION INSURANCE FOR ALL
PERSONNEL ENGAGED IN THE FULFILLMENT OF CONTRACT OBLIGATION. WORK
MAY NOT COMMENCE UNTIL THESE REQUIREMENTS ARE MET. INSURANCE
CERTIFICATES DESIGNATING THIS PROJECT AS A SPECIFIED INSURED
PROJECT MUST BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. BIDS FOR CONSTRUCTION - THE CONTRACTOR IS REQUIRED TO
SUBMIT A SEALED BID FOR THE WORK COVERED BY THESE DRAWINGS
AND ACCOMPANYING SPECIFICATIONS IN ACCORDANCE WITH THE
ATTACHED BID SCHEDULE.
3. TIME OF COMPLETION - IT IS HEREBY NOTED, TIME IS OF THE
ESSENCE FOR COMPLETION OF THE PROJECT. NEW CONSTRUCTION
SHALL BE COMPLETED WITHIN 45 CALENDAR DAYS OF ISSUANCE OF
"NOTICE TO PROCEED".
4. WARRANTIES - THE CONTRACTOR SHALL WARRANT ALL LABOR AND
MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE.
5. RECORD DRAWINGS - THE ENGINEER WILL FURNISH THE CONTRACTOR
WITH A SET OF BLUEPRINTS TO USE FOR PREPARA11ON OF RECORD
DRAWINGS. THE CONTRACTOR IS TOTALLY RESPONSIBLE FOR THE
PREPARATION OF PROJECT RECORD DRAWINGS AND THEIR ACCURACY.
IF PRESENT, THE ENGINEER'S CONSTRUC11ON OBSERVER MAY ASSIST
THE CONTRACTOR IN PREPARING THE RECORD DRAWINGS, BUT THIS
SHALL NOT LIMIT THE CONTRACTOR'S RESPONSIBILITY FOR THE
PREPARATION OR ACCURACY OF THE RECORD DRAWINGS.
6.
THE GROUNDWATER AT THE TIME TIIE TEST BORINGS WERE TAKEN WAS SUFFICIENTLY
BELOW THE GROUND SURFACE, SO THAT THE REQUIRED SITE PREPARA11ON COULD BE
COMPLETED WITHOUT ANY ADVERSE: EFFECTS.IF HEAVY RAINFALL AND/OR A HIGH
WATER TABLE OCCUR BEFORE THE EARTHWORK COMMENCES, OR DURING THE
EARTHWORK OPERATION AND THE SITE PREPARA11ON CANNOT BE ACHIEVED AS SPECIFIED,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND AN EVALUATION OF THE EXISTING
CONDITIONS WILL BE CONDUCTED AND THE SPECIFICATIONS REVISED ACCORDINGLY.
ON -SITE INSPECTION
WE RECOMMEND THAT THE SITE PREPARATION AND SUBSEQUENT EARTHWORK BE
MONITORED BY A QUALIFIED SOILS TECHNICIAN. THE SOILS TECHNICIAN SHOULD BE
RESPONSIBLE TO OBSERVE THE CLEARING AND COMPACTION OF THE BUILDING AND
PAVEMENT AREAS, DETERMINE THE SUITABILITY OF THE FILL. AND BACKFILL_, AND
TAKE REPRESENTATIVE DENSITY TESTS ON THE PREPARED SURFACE, FILL, BACKFILL.,
FOOTING EXCAVATION AND RELATED TESTS FOR THE PAVEMENT SECTION(S). THE
CONTRACTOR IS RESPONSIBLE FOR MEETING THE SOIL TESTING REQUIREMENTS STATED
HEREIN. THE CONTRACTOR IS REQUIRED TO SUBMIT LABORATORY COMPACTION TEST
RESULTS TO THE ENGINEER. PAYMENT FOR SOIL TESTING WILL BE INCLUDED IN THE
CONTRACTOR'S BID ITEM. NO SEPARATE PAYMENT FOR TESTING WILL BE MADE.
THE ENGINEER HAS SECURED THE FALLOWING PERMITS FOR THE
PROJECT:
1. D.E.R. CONSTRUCTION PERMIT
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR
ALL OTHER PERMITS WHICH MAY BE REQUIRED. SUCH PERMITS SHALL
BE OBTAINED BY THE CONTRACTOR PRIOR TO THE CONTRACTOR
BEGINNING WORK ON THE PORTION OF THE PROJECT REQUIRING SAID
PERMITS.
THE OWNER'S REPRESENTATIVE IS MR. JOHN A. ROBBINS, P.E.
407/562-0787.
RECORD DRAWINGS SHALL REFLECT ALL :CHANGES IN DIREC11ON AND
LOCATION OF STRUCTURES, PIPING, FITTINGS, SERVICES, UTILITY
CROSSINGS, EQUIPMENT, ELECTRICAL, AND MECHANICAL WORK, AS WELL
AS ANY OTHER DEVIATIONS FROM THE DRAWINGS. IF LOCATION
DIMENSIONS ARE GIVEN ON THE CONSTRUCTION DRAWINGS, THE
CONTRACTOR SHALL CHECK THE FIELD DIMENSION AND MARK THE
INDICATED DIMENSION AS CORRECT OR ELSE INDICATE THE INSTALLED
DIMENSION. IN ADDITION, ALL EXISTING CONDITIONS THAT ARE NOT
SHOWN ON THE DRAWINGS SHALL BE NOTED. PERMANENT OBJECTS SUCH
AS STREET CENTERLINES, STRUCTURES, VALVES, ETC., SHALL BE USED
AS REFERENCE POINTS.
UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT
THE RECORD DRAWINGS TO THE ENGINEER. THESE RECORD DRAWINGS
MUST BE SUBMITTED TO THE ENGINEER BEFORE FINAL PAYMENT WILL
BE RELEASED.
METHODS OF PAYMENT AND PAYMENT REQUIREMENTS - THE
CONTRACTOR IS EXPECTED TO COMPLETE THIS CONSTRUCTION WITHIN
45 DAYS OF ISSUANCE OF 'NOTICE TO PROCEED' AND THEREFORE IT
IS RECOMMENDED THAT ONE PAY REQUEST BE SUBMITTED UPON
COMPLETION OF THE JOB. FULL PAYMENT WILL BE MADE WITHIN 10
CALENDAR DAYS PROVIDED ALL WORK HAS BEEN ACCEPTED BY THE
ENGINEER. IF ALL WORK HAS NOT BEEN ACCEPTED, A 10% RETAINAGE WILL
BE IMPLEMENTED AND A 90% PAYMENT WILL BE MADE, RELEASE OF FINAL
RETAINAGE SHALL OCCUR UPON ACCEPTANCE OF ALL WORK BY THE
ENGINEER. IT IS SPECIFICALLY NOTED, THE CONTRACTOR WILL BE
REQUIRED TO FURNISH TO THE ENGINEER AN EXECUTED WAIVER/PARTIAL
WAIVER OF LIEN FROM THE CONTRACTOR AND SUBCONTRACTORS AND
SUPPLIERS PRIOR TO RELEASE OF ANY PAYMENT BY THE OWNER. A
FINAL RELEASE OF LIEN IN THE FULL AMOUNT OF THE CONTRACT SHALL
BE SUBMITTED BY THE CONTRACTOR PRIOR TO ANY FINAL PAYMENT OR
RELEASE OF RETAINAGE.
7. UPON NOTICE OF AWARD OF WORK, THE CONTRACTOR SHALL SUBMIT A
WRITTEN PROPOSAL, WITH A BID, SCHEDULE ATTACHED, TO THE
ENGINEER FOR REVIEW AND ULTIMATE EXECUTION BY THE OWNER.
8. THE CONTRACTOR AGREES TO WAIVE ANY CLAIM AGAINST THE OWNER
AND HIS OR HER AGENTS, ARCHITECTS, ENGINEERS AND THEIR
EMPLOYEES ACTING WITHIN THE SCOPE OF THEIR DUTIES, AND TO
DEFEND, INDEMNIFY, AND SAVE THEM HARMLESS FROM ANY CLAIM OR
LIABILITY FOR INJURY OR LOSS THAT ALLEGEDLY MAY ARISE FROM THE
CONTRACTOR'S PERFORMANCE OF THE WORK DESCRIBED HEREIN, BUT
NOT INCLUDING THE SOLE NEGLIGENCE OF THE OWNER, HIS OR HER
AGENTS, ARCHITECTS AND ENGINEERS, OR THEIR EMPLOYEES. THE
CONTRACTOR WILL REQUIRE ANY AND ALL SUBCONTRACTORS TO CONFORM
WITH PROVISIONS OF THIS CLAUSE PRIOR TO COMMENCING ANY WORK,
AND AGREES TO ENFORCE THIS CLAUSE IN CONFORMITY,WITH THE
INSURANCE PROVISIONS OF THIS CONTRACT.
9. IN THE EVENT OF LITIGATION, THE PREVAILING PARTY SHALL -BE DUE
REASONABLE ATTORNEY FEES. (THIS STATEMENT SHALL ALSO BE REQUIRED
TO APPEAR ON THE CONTRACTOR'S OFFICIAL PROPOSAL FORM.)
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48 HOURS BEFORE DIGGING
CALL MU FREE
1-800-432-4770
U.N.C.LE. UNDERGROUND UTILITIES
NOTIFICATION CENTER
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2-1 /2" COU
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ALUMINUM GRATE LID WITH
WITH 3/8' OPENINGS.
BRACKET. PROVIDE A SEPARATE HOOK FOR
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EACH CABLE, CHAIN, ETC. TYPE 316 STAINLESS STEEL CABLE HOLDING
FILL EXISTING TROUGH WITH
2500 P.S.I. CONCRETE.
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PLAN VIEW OF PUMPING STATION
NOT TO SCALE
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33,000 GALLONS
# 2
' CALIBRATED PRESSURE GAUGE
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N GATE VALVE W]TH HANDWHEEL�:
._
3' D.I. 90• BEND 1 17. , �
11f LF. OF 3" D.I.P. fn
3" D.I. TEE
TANKER FILLER POINT
`SEE SHEET 4, FOR DETAILS.
DETAIL
rTAN
133,000 GALLONS
D.I. 90' BEND
3" D.I. 90• BEND---`
DENOTES PIPING, VALVES AND FITTINGS
TO BE INSTALLED BY THE TANK SUPPLIER
OR INSTALLER.
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SCANNED
BY
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A PIPING DETAIL
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3/8" DIAMETER
STAINLESS STEEL BARS.
(TYPICAL)
(14) 3/8" DIAMETER
STAINLESS STEEL BARS.
BOTTOM OF
EXISTING TROUGH— -
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SIDE VIEW OF TRASH SCREEN
NOT TO SCALE
1'-6" 1'-6" 1'--6"
TRA SCREEN SEE EETAIL \
OF EXISTING CONCRETE CUR --� _
• 2•-2"
EMERGENCY
OVERFLOW PORT
54 EXISTING
BOTTOM OF EXISTING TROUGH
°'•' SLAB THICKNE S IS UNKNOWNA i
SEAL JOINT WITH NON -SHRINK GROUT —
BOTTOM OF EXISTING TROUGH
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3/8" DIAMETER STAINLESS MODIFIED F.D.O.T., --- -- v
STEEL BARS (TYPICAL). TYPE E DITCH
13" BOTTOM INLET.
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rC SECTION: TRASH SCREEN
!l NOT To SOME
LIFT STATION NOTES
1. ALL FITTINGS AND HARDWARE SHALL BE TYPE 316 STAINLESS STEEL
OR BETTER.
2. ALL ELECTRICAL CONDUIT, FITTINGS, AND WIRING SHALL BE
FURNISHED AND INSTALLED IN STRICT ACCORDANCE WITH THE NATIONAL
ELECTRIC CODE. THE CONTRACTOR SHALL PROVIDE ELECTRICAL
SERVICE TO THE PUMP STATION FROM THE EXISTING SOURCE. THE
ELECTRICIAN SHALL RUN SEPARATE CONDUITS FROM THE CONTROL PANEL
TO THE WET WELL, ONE EACH FOR HIGH AND LOW VOLTAGES.
3. THE CONTRACTOR SHALL VERIFY THE POWER SOURCE PRIOR TO ORDERING
THE EQUIPMENT.
4. THE FLOAT CONTROL SYSTEM SHALL OPERATE ON 24-VOLT SERVICE.
5. A FULLY GASKETED TYPE 316 STAINLESS STEEL NEMA 3R ENCLOSURE
WITH A BUILT-IN DRIP SHIELD AND A TYPE 316 STAINLESS -STEEL
COMBINATION DOOR LATCH/PADLOCK HASP SHALL BE PROVIDED TO HOUSE
THE GRINDER PUMP CONTROLS. THE ENCLOSURE SHALL BE A MINIMUM
OF 240 HIGH, 240 WIDE AND 8" DEEP.
6. A STAINLESS STEEL BACK PANEL SHALL BE PROVIDED FOR THE PURPOSE
OF MOUNTING ALL MAJOR CONTROL COMPONENTS INSIDE OF THE
ENCLOSURE.
7. A REMOVABLE STAINLESS STEEL INNER DOOR (DEADFRONT) SHALL BE
PROVIDED. ALL INDICATING LIGHTS, SWITCHES AND CIRCUIT BREAKER
OPERATORS SHALL BE MOUNTED ON THE INNER DOOR. THE INNER DOOR
SHALL HAVE A HIGH QUALITY LATCHING MECHANISM TO KEEP THE DOOR
IN THE CLOSED POSITION. THUMB SCREWS, WING NUTS, AND OTHER
SUCH DEVICES WILL NOT BE ALLOWED. ALL COMPONENTS MOUNTED TO
OR PROTRUDING THROUGH THE DEADFRONT SHALL BE IDENTIFIED BY
LETTERING ENGRAVED IN TWO-PLY PHENOLIC ENGRAVING STOCK WHICH
SHALL BE ATTACHED TO THE DEADFRONT WITH STAINLESS STEEL
SCREWS.
8. ALL MOUNTING HOLES SHALL BE DRILLED AND TAPPED. SELF -TAPPING
METAL SCREWS SHALL NOT BE USED TO MOUNT ANY COMPONENTS. ALL
BOLTS, NUTS, WASHERS, LOCK WASHERS, MACHINE SCREWS AND SIMILAR
HARDWARE SHALL BE STAINLESS STEEL
9. EACH PUMP MOTOR SHALL HAVE ITS OWN 2 POLE, THERMAL MAGNETIC
CIRCUIT BREAKER, RATED FOR 10,000 A.I.C. FOR SHORT CIRCUIT
PROTECTION. THE CIRCUIT BREAKER OPERATING MECHANISM SHALL
EXTEND THROUGH THE INNER DOOR AND HAVE A BUILT-IN VISUAL TRIP
INDICATOR.
10. OVER CURRENT PROTECTION FOR EACH MOTOR IS TO BE PROVIDED BY
THE USE OF AMBIENT COMPENSATED CLASS "10" OVERLOAD RELAY. THE
OVERLOAD RELAY IS TO HAVE A BUILT-IN MANUAL RESET BUTTON, AN
OVERLOAD TEST BUTTON, A VISUAL TRIP INDICATOR, AND PROVIDED
WITH AT LEAST 2 POLE PROTECTION. SINGLE POLE OVERLOAD
PROTECTION WILL NOT BE ACCEPTABLE.
11. A HORSEPOWER RATED, ACROSS THE LINE, MAGNETIC CONTACTOR,
SHALL BE PROVIDED FOR EACH PUMP MOTOR. DEFINITE PURPOSE
CONTACTORS ARE NOT ACCEPTABLE.
12. A DIRECT ACTING "SEALMINDER" MOISTURE SENSING DEVICE IS TO BE
PROVIDED FOR EACH PUMP. IT SHALL BE REQUIRED TO SENSE
MOISTURE IN THE PUMP OIL CHAMBER AND WINDING HOUSING. THE
OUTPUT OF THE MOISTURE SENSING DEVICE WLL BE 24 V DC AND
ENERGIZE A RED INDICATING LIGHT MOUNTED ON THE INNER DOOR.
3r_O"
I
2'-2"
OF
TE
TOP OF EXISTING SLAB
EXISTING CONCRETE
SLAB THICKNESS
IS UNKNOWN --_
INSTALL 1/2" THICK
EXPANSION JOINT FULL
DEPTH OF CONCRETE SLAB.
2" SCHEDULE 80 P.V.C. CONDUIT TO
CONTROL PANEL. INSTALL CONDUIT
THRU WALL AND SEAL PROPERLY
INSIDE
PANEL WET WELL AND CONTROL\
FILL TRENCH WITH
2500 P.S.I. CONCRETE.
(THIS SIDE ONLY)
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'1 DISTANCE AS OFF
REQUIRED BY
PUMP MANUFACTURER
A SECTION: LIFT STATION DETAIL t, a�
NOT TO SCALE
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13. A HIGH INTENSITY, HEAVY DUTY, RED ALARM BEACON WITH A 40-WATT GRINDER PUMP DATA
LAMP SHALL BE MOUNTED ON THE TOP OF THE EXTERIOR OF THE MANUFACTURE: MYRES
ENCLOSURE. THE ALARM BEACON IS TO BE FULLY GASKETED TO PUMP MODEL NUMBER: WG30H
PREVENT WATER FROM ENTERING THE ENCLOSURE AND SHALL BE HORSEPOWER: 3-HORSEPOWER
ATTACHED BY MOUNTING SCREWS FROM INSIDE THE ENCLOSURE. AN PUMP SHUT-OFF HEAD: 95-FEET
ALARM HORN WITH A SILENCE SWITCH SHALL ALSO BE PROVIDED. THE IMPELLER DIAMETER: 95INCHES
ALARM HORN IS TO BE MOUNTED ON THE EXTERIOR OF THE ENCLOSURE PHASE: SINGLE PHASE
AND SHALL BE RATED AT 98 DB AT 3 FEET. THE ALARM BEACON AND VOLTAGE: 115/230 VOLTS
ALARM HORN ARE TO BE ACTIVATED BY THE HIGH LEVEL ALARM FLOAT PUMP DISCHARGE: 115 /2"
MOUNTED INSIDE THE WET WELL THE ALARM BEACON IS REQUIRED TO
FLASH AND REMAIN ACTIVATED SHOULD THE ALARM HORN BE SILENCED
UNTIL THE HIGH LEVEL CONDITION IS CLEARED. NOTE: EQUIP PUMPS WITH LEGS SO THAT THEY
CAN SIT DIRECTLY ON THE BOTTOM OF THE BASIN.
14. IN ADDITION TO THE EQUIPMENT SPECIFIED ABOVE, THE FOLLOWING SHALL NOTE: EACH PUMP SHALL BE CAPABLE OF PUMPING
BE SUPPLIED: '' 68 G.P.M. AT 60-FEET TOTAL DYNAMIC HEAD.
A. HAND -OFF -AUTO SELECTOR SWITCHES FOR EACH PUMP;
B. GREEN PUMP RUN INDICATING LIGHTS FOR EACH PUMP; w
C. NECESSARY START RELAYS, RUN CAPACITORS AND START
CAPACITORS.
D. A SEPARATE INDICATING TYPE CIRCUIT BREAKER SHALL BE "
MOUNTED ON THE INNER DOOR TO PROVIDE SHORT CIRCUIT ' '"r'R 6 DIAMETER STEEL POST FILLED WITH PAINT ALL P.V.C. PIPE
PROTECTION TO THE CONTROL CIRCUIT. THE CONTROL CIRCUIT CONCRETE, 8-FOOT LONG. BURY POST EXPOSED TO SUNLIGHT
4-FEET INTO THE GROUND AND POUR WITH 2-COATS OF PAINT
SHALL REMAIN ACTIVATED SHOULD PUMP FAILURE OCCUR.
E. BOX TYPE, NUMBERED, TERMINAL BOXES ARE TO BE PROVIDED FOR CONCRETE AROUND POST AS INDICATED, WHICH IS SUITABLE FOR
ALL INCOMING AND OUTGOING CONNECTIONS. GROUND LUGS FOR FULL DEPTH D POST. PAINT POST P.V.C., COLOR =RED.
SHALL ALSO BE PROVIDED. RED AS RECOMMENDED.
F. ALL CONNECTORS ARE TO BE PROPERLY NUMBERED' AND MARKED TO REDUCER (AS REQUIRED).
MATCH THE ELEMENTARY WIRING DIAGRAM PROVIDED WITH EACH VITAULIC "QUICK CONNECT
CONTROL COUPLING. MATCH SIZE OF
15. ALL SWITCHES ARE TO BE SEALED FOR PROTECTION AGAINST DIRT, TRANSFER TRUCK COUPLING.__
DUST AND MOISTURE, AND SHALL BE MOUNTED ON THE INNER DOOR. 3"-90' BEND (TYPICAL)-_
3" D.I.P. NOTE:
16. ALL INDICATING LIGHTS SHALL BE 7/8 INCH OIL-11GHT TYPE MOUNTED (TYPICAL t° WRAP ALL FITTINGS IN
ON THE INNER DOOR. SECURE D.I.P. PIPE TO POST " POLYETHYLENE BEFORE
WITH STAINLESS STEEL STRAP - POURING CONCRETE.
17. DUPLEX CONTROLS SHALL BE PROVIDED WITH AUTOMATIC PUMP (TYPICAL) TYP
ALTERNATION AND NON-RESETTABLE ELAPSED 11ME METERS FOR EACH FINISHED GRADE \
PUMP. A LAG FLOAT SWITCH SHALL BE USED TO START BOTH PUMPS
IF THE INFLOW IS GREATER THAN ONE PUMP CAN HANDLE AND SHALL FINISHEL
ALSO START THE SECOND PUMP IN CASE THE OPERATING PUMP FAILS. CONCRETE GRADE
18. A HIGH LEVEL INDICATOR SHALL BE INSTALLED ON THE DEADFRONT. •:
19. A LIGHTNING ARRESTOR SHALL BE MOUNTED ON THE BACK PANEL AND 3" D.I.P. 90' BEND
CONNECTED TO THE MAIN LINE LUGS. THE LIGHTNING ARRESTOR SHALL
MEET OR EXCEED THE REQUIREMENTS OF ANSI/IEEE STANDARD C62.1, ELEVATION: TANKER FILLER POINT
LATEST EDITION.
NOT TO SCALE
20. ALL COMPONENTS MOUNTED TO OR PROTRUDING THROUGH THE DEADFRONT
SHALL BE IDENTIFIED BY LETTERING ENGRAVED IN 2-PLY PHENOLIC
ENGRAVING STOCK WHICH SHALL BE ATTACHED TO THE DEADFRONT WITH
STAINLESS STEEL SCREWS.
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POWER
CABLE
FLOAT
CONTROL
(TYPICAL;
BOTTOM OF EXISTING TROUGH
INSIDE OF PACKING. PLANT
CENTERLINE OF EXISTING TROUGH
INSIDE OF PACKING PLANT.
2'-11" TYPICAL FLOOR OF EXISTING
GRATE PACKING PLANT
CHECK VALVE
REMOVE EXISTING GRATING ((2-1/2* i AS REQUIRED. 2-1 /2", GATE VALVE,
/HAND 2HEEL OPERATED
PUMP
=BOTTOMO0STAINLESS STEELCLAMP (TYPICAL)
--SEAL JOINT TO EXISTING TROUGH
to �- WITH FLEXIBLE GROUT TO MAKE
_t a A WATERTIGHT CONNECTION.
2 72-1/2" SCHEDULE 80
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MODIFIED TYPE "E" F.D.O.T. DITCH BOTTOM INLET
B� LIFT STATION DETAIL
1. THE FINISHED INTERIOR AND EXTERIOR OF THE STRUCTURE SHALL HAVE
A MINIMUM OF TWO COATS OF COAL TAR EPDXY FULLY COVERING ALL
EXPOSED SURFACES. THE MINIMUM DRY THICKNESS OF EACH COAT APPLIED
SHALL BE 10 MILS. FOR A TOTAL MINIMUM THICKNESS OF 20 MILS.
THE FIRST COAT SHALL BE RED AND THE SECOND COAT SHALL BE LIGHT
GREY. SURFACE PREPARATION AND APPLICATION SHALL COMPLY WITH THE
MANUFACTURER'S RECOMMENDATIONS.
2. SEAL THE CONDUIT RUNS INSIDE THE WET WELL AND CONTROL PANEL
IMMEDIATLY UPON INSTALLA11ON AND MAINTAIN THE SEAL THE
PURPOSE IS TO KEEP CONDENSATION AND INSECTS OUT OF THE
CONTROL PANEL THE CONTRACTOR SHALL BE RESPONSIBLE FOR
KEEPING THE CONTROL PANEL FREE OF INSECTS AND CONDENSATION
UN71L THE WORK IS ACCEPTED BY THE OWNER.
3. ALL P.V.C. PIPE SHALL BE SCHEDULE 80 AND SOLVENT WELDED.
4. PAINT ALL P.V.C. PIPE WHICH IS NOT BURIED WITH TWO (2) COATS
OF ALUMINUM PAINT.
5. THE WET WELL SHALL BE A MODIFIED TYPE "E" FLORIDA DEPARTMENT OF
TRANSPORATION DITCH BOTTOM INLET, PER FLORIDA DEPARTMENT OF
TRANSPORA110N INDEX NUMBER 232, "ROADWAY AND TRAFFIC DESIGN
STANDARDS", LATEST EDITION.
NOTE:
ALL PIPE, FITTINGS AND VALVES
SHOWN IN THIS SECTION TO BE
INSTALLED BY TANK SUPPLIER
AND/OR INSTALLER.
ALL 3" PIPE AND FITTINGS
TO BE DUCTILE IRON.
CALIBRATED PRESSURE
GAUGE CONVERTED
TO FEET. �-
3" GATE VALVE WITH
2" 'VENT PIPE WITH STAINLESS
STEEL INSECT SCREEN.
HANDWHEEL OPERATOR. I 12-FOOT DIAMETER BY 40
3" D.I. FEET TALL VERTICAL STEEL
90' BEND IPE STORAGE TANK.
UPPOft
CONCRETE SLAB
3" D.I. TE ,
3" D.I. 90' BEND
3'
SCANNED
St Lucie County
SECTION: STORAGE TANK PIPING
NOT TO SCALE
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GRAPHIC SCALE,
( IIIFIW)
1 bwh •- 34 !L
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R = 115.00'
L = 90.32'
FOUND CONCRETE
MONUMENT
DESCRIPTION OF OPERATION OF LAND
PROPOSED
O- —BACKGROUND MONITORING -WEB
CONSTRUCT IN ACCORDANCE WITH
D.E.R. STANDARDS.
(A??RvX(kAATE LOGAT(o� �F
SCtL E3ORM6 No. I)
NOTE:
THIS DRAWING HAS BEEN PREPARED BASED. ON A LAND SURVEY PERFORMED BY
WEATHERINGTON ENGINEERING/SURVEYING, A DIVISION OF GCY, INC., TITLED
"SPECIFIC PURPOSE SURVEY FOR H & S CITRUS, ST. LUCIE COUNTY, FLORIDA",
FILE AND DRAWING NUMBER 92-2048-01, DATED 4-1-92 AND SIGNED AND
SEALED BY GEORGE C. YOUNG, JR., FLORIDA CERTIFICATION NUMBER 3036.
X7
S 00927'44" W x x
4--x-- T x— x x
APPLICATION SITE FOR DISPOSAL a
'_ _'. 66.00'
OF H & S CITRUS RINSE WATER
EXISTING BARBED
i•( is THE !LATENT OF THESE" DRAWINGS SHOWN HEREIN TO I WIRE FENCE x
COLLECT, PUMP, STORE, AND IRRIGATE GRASS LAND AND CITRUS
TREES WITH RINSE: WATER GENERATED BY H & S CITRUS INC.,
CITRUS PACKING HOUSE. I I x
14E H & S CITRUS PACKING HOUSE OPERATES 5 TO 7 DAYS PER NSTALL NEW SPRINKLER HEADS
EK DURING THE MONTHS OF OCTOBE•R THRU MAY OF EACH :•Q I (TYPICAL) I
YEAR. I x�
'111E RINSE WA'7R OF H & S CITRUS WILL BE COLLECTED AT THE O
PACKING HOUSE: AND CON\4EYED 'VIA A. FLOOR TRENCH TO THE 6 LAND APPLICATION SITE x
RINSE; WATER LIT STATION. THE LIFT STATION WILL PUMP RINSE !'' � •
WATER TO TWO(2) ON -SITE STORAGE TANKS. THE STORAGE TANKS :Q - I 2.35 ACRES PASTURE CONTAINED WITHIN I
HA'4 TNO(2) DAYS STORAGE EACH. H & S CITRUS WILL THEN �' I FENCED AREA. EXCLUDING HOLDING BASIN AREA
TRANSPORT THEIR RINSE WATER VIA. 1RACTOR TANKER TRUCKS AND 100-FOOT RADIUS AROUND EXISTING WELLS. x
WHICH H & S C17TRUS OWE IS, TO DISPOSAL SITE LEASED TO H & S ABOVE GROUND
Ci1RUS. •r-' 95' I CITRUS TREES PROPANE TANK
U(T YP-) / x
AT 111IE DISPOSAL. SITE: LOCATED APPROXIMATELY 3 MILES AWAY, THIS AREA WILL NOT
RINSE. WATER WILL BE OFF-LOADED TO AN ON -SITE HOLDING BASIN. RECEIVE EFFLUENT
�!:1 x I AN ON --SITE IRRIGATION SYSTEM 'All L UNIFORMLY APPLY 7HE �,, J
RINSE WATER TO " GRASS LAND AND CITRUS TREES FOR PUMP U J�
J-;P'
ULTIMATE DISPOSA.:.. THE HOLDING HASIN AT THE DISPOSAi. SITE
HAS BEEN UtS!GI:E:D TO STORE FIVE(5) DAYS OF RINSE WATER. u i
F - INSTALL NEW /
THE ON• -SIT' ARIGA11ON WI Thi RINSE WATER IS TO OCCUR SUCH -N
1HAT WATER DOES NOT POND AND RUN OFF THE APPLICATInPI � � I �
AREA. THIS SITE WAS ORIGINALLY PRLI'Ai+.ED FOR SPRAY - N °D
IRRIGATION OF' CITRUS TR::ES. SUFFICIENT STORAGE HAS BEEN <- �., EMOVE EXISTING FCA� n
DESIGNED INTO THE HOLDING BASIN TO ALLOW THE IRRIGA110N rn _ RINKLER
SYSTEM TO SE SHUT OFF DURING PERIODS OF RAINFALL00 — -- - ����Jy n M — �ARAG�
92' 27.3'
t un� y 100E FOOT RADIUS IAREA WITHIN S PROPOSED
THE. OPERATION OF THE RRIGAIION SYSTEM WILL BE PERFORMED 40--L.F. OF GAS COLLECTION X x
BY 'TIE: LAND OWNER MR. GEORGE BROVON. MR. BROWN IS ALSO A;' PWING SEE DETAIL ON SHEET S. I NOT TO RECEIVE I MONITORING WELL
OFFICe:R Or 11-iF. H & S CITRUS !NC., CORPORATION. EFFLUENT. CONSTRUCT PER D.E R.
STANDARDS
r,I
IAPPROX. 60 LF. I
BASIN FILL LINE.
` x SEE ELEVATION VIEW
)II ON SHEET 6.
INSTALL NEW
x BARB WARE FENCE
6' lh!CH MARL OR COQUINA SHELL REMOVE
OFF-LOADING PAD OVER 8- THICK
STAG! 2ED SUBGRADE. COMPACT BOTH EXISTING
i_�� +i•:RS TO 98 PERCENT MAXIMUM DRY BARB WARE I
PER A.A.S.H.T.O. T-180. MATCH FENCE
;.';)GE OF OF EXISTING DIRT AND PAVED �i!'•
�nAi)e AND SLOPE TO DRAIN AS INDICATED
590.12'
NOTES REGARDING IRRIGATION SYSTEM
58'
10
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(1•/4"�PER FOOT MAXIMUM SLOPE
r 4
FOUND IRON PIPE
AND CAP (W.L.S.)
1209
DITCH
BENCHMARK n TOP OF NORTHEAST CORNER ---
OF HEADWALL ELEVATION a 101.00
(ASSUMED ELEVATION) REMOVE EXISTING CITRUS
LEGEND TREES AS REQUIRED.
C.M.P. = CORRUGATED METAL PIPE
TYP. = TYPICAL
92,
X
I
X
��,INSTA NEW 4
0
SPRINKLER HEAD
X
INSTALL NEW BARB WIRE FENCE.
(SEE DETAILS ON SHEET 6)
X EMERGENCY OVERFLOW PIPE.
SEE ELEVATION ON SHEET S.
THE IRRIGATION SYSTEM SHOWN IS A PRELIMINARY LAYOUT WHICH IS SHOWN FOR
PERMITTING PURPOSES ONLY. THE FINAL IRRIGATION SYSTEM SHALL BE DESIGNED
BY BOYNTON PUMPS, (407) 465-1966, AND WILL BE INSTALLED BY THE OWNER
OF THE PROPERTY, GEORGE BROWN. THE IRRIGATION SYSTEM INCLUDES PUMP SUCTION
PIPING, DUPLEX IRRIGA11ON PUMPS AND CONTROLS, DISTRIBUTION PIPING AND SPRINKLERS.
THE IRRIGATION SYSTEM SHALL BE DESIGNED TO UNIFORMLY SPRAY THE EFFLUENT
OVER THE FENCED LAND APPLICATION SITE. SPRINKLERS SHALL BE SUITABLE FOR
DISPOSING EFFLUENT AND SHALL BE FLUENT --MASTER MODEL 3012, 360' ROTATION
IMPACT SPRINKLER, OR EQUIVALENT, THE IRRIGATION PUMP SHALL BE A CLOSE —
COUPLED, TEFC,SELF—PRIMING PUMP, GOULDS PUMP MODEL 3656 SP, OR EQUIVALENT.
NOTE: t
OTHER EXISTING FEATURES OF THIS LAND TRACT WHICH ARE NOT PERTINENT TO THIS
DESIGN HAVE BEEN OMITTED FOR CLARITY.
WELL
6" WELL
—HOLDING TANK
AREA
O.f--2' WELL NOTE:
I "- 4" WELL DEPTHS OF EXISTING WELLS IS
x o 21.3' UNKNOWN. NONE OF THE WELLS
m ARE ARTESIAN.
x
I (L\PPi?oKtMATC LL ton)
/ vF SaL goRttaG No. Z�
REMOVE EXISTING
SPRINKLER
I
40-LF. OF GAS COLLECTION EXISTING
PIPING SEE DETAIL ON SHEET S. RINK
X �TYPICAL�--
IINSTALLNEW BARB WIRE FENCE ALONG T
INSTALL NEW OF SLOPE AS INDICATED. GATE LOCATION
SPRINKLER HEAD TO BE DETERMINED BY OWNER.
X X x -- x -"mac, -- x x
DITCH
EXISTING BARBED
WIRE FENCE
x
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GENERAL NOTES I '
HOLDING BASIN WORKING STORAGE VOLUME = 10,100 C.F. (75,500 GALLONS),
IRRIGATED AREA = 2.35 ACRES
APPLICATION RATE (ASSUMING 15,000 GALLONS PER DAY, 7 DAYS A WEEK)
= 1-5/8" PER ACRE PER WEEK.
C.M.P. � TOP OF- BANK
N 00027'44" E 743.91'
�-- TOP OF BANK
CONCRETE IRRIGA11ON PUMP PAD. EXACT SIZE AND LOCATION TO
BE DETERMINED BY IRRIGA11ON CONTRACTOR. MINIMUM SIZE
2'X 3'X 4" THICK. ELECTRICAL SERVICE TO BE COORDINATED
WITH FLORIDA POWER AND LIGHT.
Cp-z3"-93
St Lucie County
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-432-47?0
U.N.C.LE. UNDERGROUND UTIJTIES
NOTIFICATION CENTER
I
REMOVE EXISTING
• SPRINK HEAD SPRINKLER
E
- 0"
CONSTRUCT BERM WITH EXCAVATED MATERIAL
COMPACT TO 95' MAXIMUM DRY DENSITY
AS PER A.A.S.H.T.O. T-180.
24$-0"
-----SOLID SOD WITH BAHIA SOD TO
_DESIGNED WATER ELEVATION.
N 00 — - - - _ _ — — — — — DESIGNED TOP
N EAR WORKING STORA
A SECTION:- HOLDING BASIN
5 N.T.S.
NOTE:
THE IMPERVIOUS LINER SHALL BE MANUFACTURED BY STAFF ;NDUSTRIES, DONOVAN INDUSTRIES, GULF SEAL
CORPORATION, OR EQUIVALENT. THE CONTRACTOR SHALL SUBMIT SPECIFICATIONS ON THE LINER MATERIAL
TO THE ENGINEER FOR REVIEW, PRIOR TO ORDERING THE MATERIAL. INSTALLATION SHALL BE IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. THE IMPERVIOUS LINER SHALL MEET OR
EXCEED THE SPECIFICATIONS SHOWN IN THE TABLE TO THE RIGHT OF THIS NOTE.
6" DIAMETER STEEL POST FILLED WITH
CONCRETE, 8-FOOT LONG. BURY POST
4-FEET INTO THE GROUND AND POUR
CONCRETE AROUND POST AS INDICATED,
FOR FULL DEPTH OF POST. PAINT POST
RED AS RECOMMENDED. --,�
REDUCER (AS REQUIRED).-- \
VITAULIC "QUICK CONNECT"
COUPLING. MATCH SIZE OF
TRANSFER TRUCK COUPLING.
6"-90' BEND (TYPICAL Uj
U'
6" SCHEDULE 80 P.V.C. U_
(TYPICAL) (0
SECURE P.V.0PIPE TO POST . ►�
WITH STAINLESS STEEL STRAP "
(TYPICAL) - 2
OFF-LOADING PAD��
/
rr rrrr rrr rrr rr,�; .. ;
6"-90' BEND (TYPICAL
CONCRE t
TO BASIN
:- ,�
;•��•
00
ELEA
TION:
102
101
100
99
98
97
96
95
94
93
92
91
FEET TO THE
TH PROPERTY LINE
9'-0"
-' "—ArS-=ATION=m1 as
3' TYPICAL
119%
----101
RFC wAJE& 99
= a8.5D_
---98
_ \THE AVERAGE EXISTING cow 97
IMPERVIOUS LINE
GROUND ELEVATION = 98.50. - _-_. ___- _ 96
•- R
"DITCH WITCH" TRENCH 30 MIL -THICK P.V.C. ��/ /, -' - - - 95
3" PERFORATED PIPE MEMBRANEBOTTOM - - - 94
.
-' WITH FILTER SOCK. ELEVA71ON=s3.5
92
_ELEVATION =-91.2 = APPROXIMATE GROUND _JVATI=R ABLE ON 99 1-10_12, 3: P�M�
00 Jam_ 91
THE GROUND SURFACE IN CONTACT WITH THE LINER AND TO THE DFPTII OF ONE
FOOT BELOW THE LINER AND ALL EARTH COVER ABOVE THE LINER SHALL BE FREE:
OF SHARP OBJECTS WHICH MAY DAMAGE THE LINER.
PAINT ALL P.V.C. PIPE
P.V.C., COLOR RED.
EXPOSED TO SUNLIGHT
WITH 2-COATS OF PAINT
WHICH IS SUITABLE FOR
=
TOP OF BERM m .
a
= m PRESSURE TREATED
FENCE POST
z_ o
INVERT OF PIPE � NW 2-FEET
ELEVATION=100.50 w Qw MINIMUM
3 0 �- � TOE OF
6" SCHEDULE 80 P.V.C. EMERGENCY 1 EL- DESIGN WATER � Nw BERM
: SURFACE
`L7
OVERFLOW PIPE. PAINT PIPE EXPOSED
TO SUNLIGHT WITH TWO COATS OF PAINT
SUITABLE FOR P.V.C. COLOR =RED.
LENGTH OF PIPE = 20.
EMERGENCY OVERFLOW PIPE
N.T.S.
NOT TO SCALE
%
IMPERVIOUS LINER SPECIFICATION TABLE
PROPERTY
MANUFACTURING
TESTING METHOD
SPECIFICATIONS
(MINIMUM)
THICKNESS
30 MIL.f7%
---
SPECIFIC GRAVITY
1.25-1.30 -
__
ASTM D-792
WATER EXTRACTION,
0.4
ASTM D-1239
MAXIMUM % LOSS
VOLATILITY
0.7
ASTM D-1203—A
MAXIMUM
COLD CRACK. 'F
—20
ASTM D-1790
MINIMUM TENSILE
2200
ASTM D-882
STRENGTH, P.S.I.
MINIMUM 100%
1000-1600
ASTM D-882
MODULUS. P.S.I.
_
NOTE:
INSTALL P.V.C. PIPE THRU IMPERVIOUS LINER
PER IMPERVIOUS LINER MANUFACTURE'S SPECIFICATIONS.
BASIN FILL LINE
WOODEN FENCE POST DETAIL
N.T.S.
TOP OF BERM
_ ELEVATION = 98.50
Z DESIGN WATER •
� SURFACE �-�
PERFORATED PIPE WRAPPED
WITH FILTER CLOTH.
ALTERNATE LINER ANCHORING METHOD
N.T.S.
3" SCHEDULE 80 P.V.C. PAINT PIPE
EXPOSED TO SUNLIGHT WITH 2 COATS
OF PAINT WHICH IS SUITABLE FOR ---
P.V.C. COLOR =RED. SOLVENT WELD
ALL JOINTS.
IMPERVIOUS LINER
00
3" TEE
3" - 90' BEND (TYPICAL)
STAINLESS STEEL INSECT SCREEN
SECURED TO PIPE WITH STAINLESS
STEEL STRAP.
TOP OF BERM
������I�I�l��lil�l�l�ll►lily►!I111�� III , III,I,I!IIII,I,I,I!IIII,I,I,I!IIII,I,I,I,II
�3" CORRUGATED, PERFORATED PLASTIC � (CONNECT CORRUGATED PLASTIC TUBING TO
TUBING WRAPPED IN ADS "DRAIN GUARD" P.V.C. AS RECOMMENDED BY CORRUGATED
SYNTHETIC WRAP MATERIAL OR EQUIVALENT. TUBING MANUFACTURER.)
GAS VENT DETAIL -
N.T.S.
NOTE:
ALL ELEVATIONS SHOWN ARE RELATIVE TO AN
ASSUMED BENCHMARK..
NOTE:
BENCHMARK =TOP OF NORTHEAST CORNER OF
HEADWALL AT DITCH. ASSUMED ELEVATION = 101.00
SEE SHEET 5 FOR LOCATION.
'SCAN*()
BY
• St Lucie County
Wi
�-23-93
Co