AutoCAD 2010 Standards Detail PDF - Martin County, Florida

STANDARD DETAILS INDEX

Service Connection Detail 5/8" or 1" MeterWater Service Connection (Plan & Profile)Typical Connection for Multiple Services (Three or More)1-1/2" and 2" Meter DetailTypical Above Ground Meter (3" or Larger)Fire Hydrant Installation Detail & NotesPotable Water Flushing HydrantSampling Point DetailDouble Valve Detail and Fill/Flush ConnectionPressure-Type Vacuum Breaker (P.V.B.)(Irrigation System)Reduced Pressure Backflow Preventer-Single Service 3/4" - 2"Reduced Pressure Backflow Preventer-Dual Service 3/4" - 2"Reduced Pressure Backflow Preventer-Single Service (3" or larger-45° ELL)Reduced Pressure Backflow Preventer-Single Service (3" or larger-90° ELL)Reduced Pressure Backflow Preventer Assemblies (4"-10" Dia.)Fireline Double Check Detector AssemblyValve Setting DetailUnderground Air Release Valve and BoxPressure Pipe Conflict DetailMechanical Joint Anchoring RequirementsAir Gap SeparationTypical Trench DetailFlexible Pavement Replacement Detail

Casing Installation DetailTypical Utilities Canal CrossingPile Cap Support Detail Dual Pipe (Elevation)Pile Cap Support Detail Dual Pipe (View C-C)Concrete Pile DetailConcrete Pile NotesFan Guard DetailProtective Slab for PipeTypical Sewer Service ConnectionSanitary Sewer Lateral DetailSewer Service Cleanout (For Traffic Areas)Terminal Cleanout DetailStandard ManholeShallow ManholeFlat Top Precast ManholeInvert Flow Channel Detail

34

6

101112131414A15

2627

31

232425

27A

27C282930

323334353637

27B

2

5

789

16171819202122

Concrete Pavement Replacement Detail

XVI - STANDARD DETAILS INDEXDrawing # Title1A,1B,1C,1D,1E General Notes, Specifications and Separation Statement

Sanitary Sewer Manhole Frame & CoverDrop Manhole and Service DropForce Main Entering Shallow Manhole

3940

38

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Service Connection Detail 5/8" or 1" MeterWater Service Connection (Plan & Profile)Typical Connection for Multiple Services (Three or More)1-1/2" and 2" Meter DetailTypical Above Ground Meter (3" or Larger)Fire Hydrant Installation Detail & NotesPotable Water Flushing HydrantSampling Point DetailDouble Valve Detail and Fill/Flush ConnectionPressure-Type Vacuum Breaker (P.V.B.)(Irrigation System)Reduced Pressure Backflow Preventer-Single Service 3/4" - 2"Reduced Pressure Backflow Preventer-Dual Service 3/4" - 2"Reduced Pressure Backflow Preventer-Single Service (3" or larger-45° ELL)Reduced Pressure Backflow Preventer-Single Service (3" or larger-90° ELL)Reduced Pressure Backflow Preventer Assemblies (4"-10" Dia.)Fireline Double Check Detector AssemblyValve Setting DetailUnderground Air Release Valve and BoxPressure Pipe Conflict DetailMechanical Joint Anchoring RequirementsAir Gap SeparationTypical Trench DetailFlexible Pavement Replacement Detail

Casing Installation DetailTypical Utilities Canal CrossingPile Cap Support Detail Dual Pipe (Elevation)Pile Cap Support Detail Dual Pipe (View C-C)Concrete Pile DetailConcrete Pile NotesFan Guard DetailProtective Slab for PipeTypical Sewer Service ConnectionSanitary Sewer Lateral DetailSewer Service Cleanout (For Traffic Areas)Terminal Cleanout DetailStandard ManholeShallow ManholeFlat Top Precast ManholeInvert Flow Channel Detail

34

6

101112131414A15

2627

31

232425

27A

27C282930

323334353637

27B

2

5

789

16171819202122

Concrete Pavement Replacement Detail

XVI - STANDARD DETAILS INDEXDrawing # Title1A,1B,1C,1D,1E General Notes, Specifications and Separation Statement

Sanitary Sewer Manhole Frame & CoverDrop Manhole and Service DropForce Main Entering Shallow Manhole

3940

38

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MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.

STANDARDS DETAIL INDEX Index01JUNE 2014

Force Main Entering Deep ManholeTYPE 'A'-Typical Lift Station Site Plan LayoutTYPE 'A'-Typical Lift Station (Section)TYPE 'A'-Wet Well Section Retainer StrapTYPE 'A'-Lift Station Tremie Pour DetailTYPE 'A'-Required Lift Station InformationTYPE 'A'-Standard Aluminum Cover

Water Service Detail at Lift Station (TYPES 'A' & 'B')

TYPE 'A'-Typical Lift Station Control PanelTYPE 'A'-Lift Station (Control Center)TYPE 'A'-Lift Station Control Panel

TYPE 'A'-Lift Station Control Panel Wiring Diagram, 480/240 Volt, 3 Phase

TYPE 'A'-Lift Station Control Panel Wiring Diagram, 230 Volt, 1 PhaseTYPE 'A'-Control Panel Bill of Materials, 230 Volt, 1 Phase

Fence Detail at Lift Station (TYPES 'A' & 'B')

42

4647484950

50A51-51C

63

60

62

41

434445

52-52C

53-53B54

5859

XVI - STANDARD DETAILS INDEX

TYPE 'A'-Lift Station Control Panel Notes

51D TYPE 'A'-Control Panel Bill of Materials, 480/240 Volt, 3 Phase

52D

Drawing # Title

55

57

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TYPE 'B'-Typical Lift Station (Section)TYPE 'B'-Required Lift Station InformationTYPE 'B'-Typical Lift Station Control Panel

TYPE 'B'-Lift Station Control Panel Backpanel Layout-Three PhaseTYPE 'B'-Lift Station Control Panel Enclosure & Deadfront Layout-Single Phase

61

63A

TYPE 'B'-Lift Station Control Panel Enclosure & Deadfront Layout-Three Phase

TYPE 'B'-Lift Station Control Panel Backpanel Layout-Single Phase64-64A TYPE 'B'-Lift Station Control Panel Wiring Diagram-Three Phase

66-66A TYPE 'B'-Lift Station Control Panel NotesDouble Compartment Grease Trap & Oil SeparatorReclaimed Water Metering Facility (Bulk User)Reclaimed Water Metering Facility Plan (Bulk User)Reclaimed Water Metering Facility Control Schematic (Bulk User)

Reclaimed Water Metering Facility Lake Stilling Well (Bulk User)

7273

697071

74

7677

75

6768

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56 ...................TYPE 'B'-Typical Lift Station Site Plan Layout

TYPE 'B'-Lift Station Details (Control Center)TYPE 'B'-Lift Station Control Panel Specifications

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Reclaimed Water Metering Facility Control Panel (Bulk User)Reclaimed Water Metering Facility Control Panel Details (Bulk User)Reclaimed Water Metering Facility Control Panel-Back View (Bulk User)

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Reclaimed Water Metering Facility Reclaimed Water Signage (Bulk User)

TYPE 'A'-Emergency Dry-Priming Sewage Pump Specifications

Reclaimed Water Flushing Hydrant (Bulk and Pressurized)Reclaimed Water Valve Setting Detail (Bulk and Pressurized)

64B TYPE 'B'-Lift Station Control Panel Bill of Materials-Three Phase...................65-65A TYPE 'B'-Lift Station Control Panel Wiring Diagram-Single Phase...................

65B TYPE 'B'-Lift Station Control Panel Bill of Materials-Single Phase...................



78

79

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Pressurized Reclaimed Water System - Point of Connection Detail82

86878889909192

81

838485

94

9697

XVI - STANDARD DETAILS INDEX

93

95

Drawing # Title

98

100

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Pressurized Reclaimed Water System - Point of Connection PlanPressurized Reclaimed Water System - Control Panel, FrontPressurized Reclaimed Water System - Typical Control CenterPressurized Reclaimed Water System - Typical Control Valve SchematicPressurized Reclaimed Water System - 3-Rod Grounding Grid Detail

Vacuum Sewer - Isolation Valve & Box with Optional Gauge Tap

Vacuum Sewer - Minimum Spacing between Connections

Vacuum Sewer - Lift Detail and Slope Schedule

Vacuum Sewer - Branch to Main Connection AssemblyVacuum Sewer - Valve Pit to Main Connection

Vacuum Sewer - Valve Pit Bedding and Backfill

Vacuum Sewer - Standard 1-Piece Valve Pit SectionsVacuum Sewer - Valve Pit Flexible ConnectionVacuum Sewer - Valve Pit - Prior to House ConnectionVacuum Sewer - Standard Valve Pit Orientation

Vacuum Sewer - Vacuum Main Change of Direction

Vacuum Sewer - Valve Pit 6" Dedicated Air Terminal (Plan)

Vacuum Sewer - Standard 1-Piece Valve Pit

Vacuum Sewer - Valve Pit 6" Dedicated Air Terminal (Elevation)

80...................

Pressurized Reclaimed Water System

Pressurized Reclaimed Water System

Pressurized Reclaimed Water System - 2" Meter Detail...................

................... Service Connections Plan/Profile-Single & Double

Service Connection Detail, 5/8" or 1" Meter (Pressurized)



GENERAL NOTES:

FOR THE PURPOSE OF THE GENERAL NOTES BELOW, THE TERM DEPARTMENT SHALL MEAN "MARTINCOUNTY UTILITIES & SOLID WASTE DEPARTMENT".

1. ALL CONNECTIONS TO EXISTING MAINS SHALL BE OBSERVED BY THE DEPARTMENT. VALVESON EXISTING MAINS SHALL BE OPERATED BY DEPARTMENT PERSONNEL OR UNDER THEIR DIRECTSUPERVISION. TAPPING SLEEVE AND VALVE SHALL BE PRESSURE TESTED PRIOR TO TAPPING. IFSERVICE MUST BE CUT OFF TO EXISTING CUSTOMERS, THE DEPARTMENT MUST HAVE THREE DAYSNOTICE TO MAKE NECESSARY NOTIFICATIONS. THE CONTRACTOR MAY BE REQUIRED TO ASSIST INNOTIFICATIONS. IN THIS EVENT, CONTRACTOR SHALL BE READY TO PROCEED WITH AS MUCHMATERIAL PREASSEMBLED AS POSSIBLE AT THE SITE TO MINIMIZE THE LENGTH OF SERVICEINTERRUPTION. THE DEPARTMENT WILL POSTPONE A SERVICE CUT OFF IF THE CONTRACTOR IS NOTREADY TO PROCEED ON SCHEDULE. SUCH CONNECTIONS SHALL BE MADE AT NIGHT TO MINIMIZEEFFECTS UNLESS OTHERWISE AUTHORIZED BY THE DEPARTMENT. NO CUSTOMER SHOULD BEWITHOUT SERVICE FOR MORE THAN FOUR HOURS.

LOCAL CHLORINATION WILL BE REQUIRED FOR ALL PIPE AND FITTINGS USED TO COMPLETECONNECTIONS WITH POTABLE WATER.

2. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OFMARTIN COUNTY UTILITIES MINIMUM DESIGN AND CONSTRUCTION STANDARDS, ONE COPY OF THECONTRACT DOCUMENTS, INCLUDING PLANS, SPECIFICATIONS AND SPECIAL PROVISIONS, AND COPIESOF ANY REQUIRED CONSTRUCTION PERMITS.

3. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS INADVANCE OF CONSTRUCTION OPERATIONS.

4. THE LOCATION AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATEAND ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLEFOR THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BYELECTRONIC METHOD AND BY HAND EXCAVATION IN COORDINATION WITH ALL UTILITY COMPANIESPRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ANY AND ALL CONFLICTS OF EXISTINGUTILITIES WITH PROPOSED IMPROVEMENTS SHALL BE RESOLVED BY THE ENGINEER AND DEPARTMENTPRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. THIS WORK BY THE CONTRACTOR SHALL BECONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED.

5. LOCATION OF PROPOSED FACILITIES WILL BE STAKED BY CONTRACTOR. CONTRACTOR MUSTGIVE 48 HOURS NOTICE TO THE DEPARTMENT IN ADVANCE OF LAYOUT.

6. PROJECT SUPERINTENDENT: THE CONTRACTOR SHALL PROVIDE A QUALIFIED SUPERINTENDENTTO REMAIN ON THE JOB SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. THESUPERINTENDENT SHALL BE PRESENT AT THE PRE-CONSTRUCTION MEETINGS. THE CONTRACTORSHALL NOTIFY THE DEPARTMENT BY LETTER PRIOR TO THE PRE-CONSTRUCTION MEETINGAPPOINTING THE SUPERINTENDENT FOR THIS PROJECT INCLUDING A FORMAL RESUME SHOWINGQUALIFICATIONS. IN THE EVENT THE SUPERINTENDENT WILL NOT BE PRESENT FOR ANY PERIOD OFTIME DURING CONTRACT WORK THE CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE IN WRITING TOTHE DEPARTMENT, INCLUDING THE APPOINTMENT OF A QUALIFIED REPLACEMENT SUPERINTENDENTWHO WILL BE PRESENT DURING THE CONSTRUCTION. WORK SHALL NOT BE ALLOWED TO PROCEEDUNLESS THE ASSIGNED SUPERINTENDENT IS PRESENT.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE HIS COMPLETE FAMILIARITY WITH THEPROJECT SITE AND COMPONENTS TO INCLUDE SUBSURFACE CONDITIONS OF SOIL ANDGROUNDWATER TABLE.

WARNING: EXACT LOCATION OF UNDERGROUND UTILITIES IS NOT KNOWN NOR IS THIS DRAWING TOBE CONSTRUED AS DEPICTING THE LOCATION OF ALL UNDERGROUND UTILITIES OR STRUCTURES.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINATION OF LOCATION PRIOR TO COMMENCEMENT OFWORK. THE CONTRACTOR IS RESPONSIBLE, THEREFORE, FOR ALL DAMAGE AND REPAIR COSTS.

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.GENERAL NOTES, SPECIFICATIONS

AND SEPARATION STATEMENT 1AJUNE 2014

GENERAL NOTES (Cont.):

8. DENSITY TESTS OF TRENCH BACKFILL MATERIAL SHALL BE REQUIRED AT INTERVALS OF NOTMORE THAN 500 FEET. DENSITY TESTS OF PAVEMENT OPEN-CUT AREAS INCLUDING ROADS,TURNLANES, AND DRIVES SHALL BE REQUIRED AT EACH OPEN-CUT AT INTERVALS OF NOT MORETHAN 50 FEET. ALL TESTS SHALL COMMENCE AT THE TOP OF CONDUIT AND EVERY 12 INCHES TOTHE FINISH GRADE. COMPACTION SHALL BE IN ACCORDANCE WITH MARTIN COUNTY UTILITIESCONSTRUCTION STANDARDS "TYPICAL TRENCH DETAIL" AND "FLEXIBLE PAVEMENT REPLACEMENTDETAIL". FLORIDA BEARING TESTS FOR THE STABILITY OF EXISTING SUBSOIL SHALL BE TAKEN ATINTERVALS OF NOT MORE THAN 500 FEET, AND CLOSER AS MIGHT BE NECESSARY IN THE EVENTOF VARIATIONS IN THE STRATA. A CERTIFIED COPY OF THE TESTS SHALL BE PROVIDED TO THEDEPARTMENT AND THE FLORIDA DEPARTMENT OF TRANSPORTATION OR MARTIN COUNTY ENGINEERINGDEPARTMENT DEPENDING ON JURISDICTION. CONTRACTORS BID PRICE SHALL INCLUDE PAYMENT FORALL TESTS CONDUCTED BY AN INDEPENDENT TESTING LAB.

9. ANY LANDSCAPING DISTURBED, UNLESS OTHERWISE SHOWN ON THE PLANS, SHALL BEREPLACED BY THE CONTRACTOR TO THE SATISFACTION OF THE DEPARTMENT AT THE CONTRACTORSEXPENSE.

10. ANY SIDEWALK, CURB AND GUTTER OR PAVEMENT DISTURBED, UNLESS OTHERWISE SHOWN ONPLANS, SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. UNLESSOTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVESTRENGTH OF 3000 psi AT 28 DAYS AND ALL CONCRETE WORK SHALL COMPLY WITH THE CURRENTEDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLEBUILDING CODES HAVING JURISDICTION IN THE AREA. ALL CONSTRUCTION SHALL MEET ADAREQUIREMENTS. THIS INCLUDES, BUT IS NOT LIMITED TO, DETECTABLE WARNING SURFACES.

11. ALL SOD IS TO BE PLACED FOR THE FULL WIDTH DISTURBED AT THE PER LINEAR FOOT UNITPRICE FOR SOD. SOD SHALL BE REPLACED TO MATCH EXISTING KIND UNLESS OTHERWISE SHOWNON PLANS.

12. CONTRACTOR SHALL PROVIDE PROPER BENDS TO MAINTAIN REQUIRED DEPTH AND ALIGNMENTOF PIPE. COST OF BENDS NOT DESIGNATED ON PLANS SHALL BE INCLUDED WITH THE UNIT PRICEFOR PIPE.

13. ANY TREES AND/OR SCRUB OR OTHER VEGETATION NOT TO BE REPLACED SHALL BE REMOVEDFROM THE PROJECT AT THE CONTRACTOR'S EXPENSE.

14. ALL RUBBLE AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE PROJECT ANDDISPOSED OF PROPERLY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

15. MAILBOXES MUST BE CAPABLE OF RECEIVING MAIL AT ALL TIMES.

16. DEFLECT PIPE AS NECESSARY TO OBTAIN THE REQUIRED ALIGNMENT. USE APPROPRIATEFITTINGS WHEN DEFLECTION EXCEEDS 75% OF MANUFACTURER'S RECOMMENDED MAXIMUMDEFLECTION.

17. ALL FITTINGS SHALL BE MECHANICALLY RESTRAINED. REFER TO MARTIN COUNTY UTILITIESDEPARTMENT MINIMUM DESIGN & CONSTRUCTION STANDARDS (LATEST EDITION).

18. ALL CONSTRUCTION DEWATERING (WELL POINTS, SUMPS, ETC.) WILL REQUIRE A DEWATERINGPERMIT FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT. THIS SHALL BE OBTAINED BY THECONTRACTOR AT THE CONTRACTOR'S EXPENSE PRIOR TO BEGINNING OF CONSTRUCTION.

19. THE "TRENCH SAFETY ACT" SHALL BE INCORPORATED INTO THIS CONTRACT AS ENACTED BYTHE LEGISLATURE OF THE STATE OF FLORIDA TO BE IN EFFECT AS OF OCTOBER 1, 1990.

20. A U-2 PERMIT IS REQUIRED FOR ALL WORK WITHIN COUNTY RIGHT-OF-WAY. THIS PERMITMUST BE OBTAINED BY THE CONTRACTOR FROM THE MARTIN COUNTY ENGINEERING DEPARTMENT.ALL COSTS PAYABLE BY THE CONTRACTOR. A COPY OF THIS PERMIT MUST BE MAINTAINED ON THEPROJECT SITE AT ALL TIMES DURING CONSTRUCTION.

21. ALL CONCRETE AND ASPHALT DRIVES MUST BE REPLACED FROM SAW CUT TO EDGE OFPAVEMENT.


AND SEPARATION STATEMENT 1BJUNE 2014


22. LOCATIONS OF FIRE HYDRANTS AND AIR RELEASE VALVES ARE APPROXIMATE ONLY. FINALLOCATIONS WILL BE DETERMINED BY DEPARTMENT PERSONNEL IN FIELD.

23. MAXIMUM LENGTH OF WATER MAIN AND FORCE MAIN PRESSURE TEST SHALL BE 1500 FEET.WATER SOURCE FOR FLUSHING, FILLING AND PRESSURE TESTING THE WATER MAIN SHALL BE FROMA TREATED SOURCE APPROVED BY THE DEPARTMENT.

24. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION AND RESTORATION (IF DAMAGED) OFALL EXISTING STRUCTURES WITHIN THE CONSTRUCTION LIMITS OF THE PROJECT, INCLUDING BUT NOTLIMITED TO WALLS, FENCES, POWER POLES, MAIL BOXES, DRAINAGE PIPES AND STRUCTURES, ETC.

25. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING WATER SERVICES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL PROTECT THE EXISTING WATER SERVICES FROM DAMAGEAND REPAIR ANY BREAKS IMMEDIATELY.

26. "RECORD DRAWINGS" SHALL INCLUDE FURNISHING MARTIN COUNTY UTILITIES DEPARTMENT WITHALL INFORMATION NECESSARY FOR A COMPLETE SET OF RECORD DRAWINGS AS STIPULATED IN THEMARTIN COUNTY UTILITIES DEPARTMENT MINIMUM DESIGN AND CONSTRUCTION STANDARDS (LATESTEDITION).

27. MECHANICALLY RESTRAIN LENGTHS, AS INDICATED ON DRAWING No. 20, ON EACH SIDE OF ALLBENDS AND AS INSTRUCTED IN MARTIN COUNTY UTILITIES DEPARTMENT SPECIFICATIONS.MECHANICAL RESTRAINTS SHALL BE EITHER MEG-A-LUG, TYLER OR UNIFLANGE. THE CONTRACTORSBID PRICE FOR PIPE, GATE VALVES AND FITTINGS SHALL INCLUDE MECHANICAL RESTRAINT.

28. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTIONOPERATIONS. THE CONTRACTOR SHALL SUPPORT UTILITIES AND SHORE TRENCH AS REQUIRED TOPROTECT AND MAINTAIN EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY EACH UTILITY PRIORTO ATTEMPTING TO SUPPORT THEIR FACILITIES. IF THE UTILITY REQUIRES THAT ONLY THEIR CREWSSHALL BE ALLOWED TO SUPPORT THEIR FACILITIES, THEN IT SHALL BE THE CONTRACTORSRESPONSIBILITY TO COORDINATE WORK AND PAY THE UTILITY FOR THEIR EXPENSES IF REQUIRED.ALL COSTS FOR THIS WORK SHALL BE AT THE CONTRACTORS EXPENSE AND INCLUDED IN THECONTRACTORS BID PRICE.

29. ALL PRESSURE TESTS SHALL BE IN ACCORDANCE WITH AWWA STANDARDS.

30. AIR RELEASE VALVE VAULT COVERS SHALL BE CONSTRUCTED PER DETAIL AS SHOWN IN THEDEPARTMENTS MINIMUM DESIGN AND CONSTRUCTION STANDARDS.

31. ALL WATER SERVICES SHALL BE DIRECTIONALLY DRILLED UNDER EXISTING PAVEMENT.

32. VALVE STEM RISER SHALL BE REQUIRED WHERE OPERATING NUT DEPTH EXCEEDS 4 FEET.THE RISER SHALL BE BOLTED TO THE VALVE NUT. METHOD AND MATERIALS SHALL BE APPROVEDBY THE DEPARTMENT. COST FOR THIS WORK SHALL BE INCLUDED IN THE CONTRACTORS BID UNITPRICE FOR GATE VALVES.

33. THE CONTRACTOR SHALL CLEAN MAINS USING APPROVED POLYURETHANE PIG(S). TEMPORARYCLEANING STATIONS SHALL BE CONSTRUCTED BY THE CONTRACTOR. THE CONTRACTOR SHALLPROVIDE A CLEANING PLAN SHOWING METHOD OF FILLING AND CLEANING MAINS PRIOR TO STARTOF CONSTRUCTION. THE CLEANING PLAN SHALL BE APPROVED BY THE DEPARTMENT PRIOR TOCONSTRUCTION. ALL COSTS FOR FILLING AND CLEANING SHALL BE AT THE CONTRACTORS EXPENSE.

34. A FLORIDA DEPARTMENT OF TRANSPORTATION PERMIT IS REQUIRED FOR ALL WORK, EXCEPTPERPENDICULAR CONNECTIONS, WITHIN THE STATE RIGHT-OF-WAY. A COPY OF THIS PERMIT MUSTBE MAINTAINED ON THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.

35. THE CONTRACTOR SHALL INSTALL TESTING POINTS FOR PRESSURE & BACTERIOLOGICAL TESTINGOF WATER MAINS. THE CONTRACTOR SHALL INSTALL AND REMOVE AND PLUG CORP. STOPS PERMARTIN COUNTY UTILITIES STANDARDS "SAMPLE POINT DETAIL". THE LOCATION OF TEST POINTSSHALL BE APPROVED BY THE DEPARTMENT.


AND SEPARATION STATEMENT 1CJUNE 2014


48 HOURS BEFORE DIGGINGCALL TOLL-FREE

1-800-432-4770SUNSHINE STATE ONE CALL

OF FLORIDA, INCUNDERGROUND UTILITIES NOTIFICATION CENTER

NOTE: MARTIN COUNTY UTILITIES DEPARTMENT'S MINIMUM DESIGN ANDCONSTRUCTION STANDARDS (LATEST EDITION), ARE TO BE ADHERED TOAND WILL BE ENFORCED TO AT LEAST THESE MINIMUM STANDARDS.

L= LEAKAGE IN GALLONS

D= DIAMETER OF PIPE IN INCHES P= TEST PRESSURE IN PSI. N= NUMBER OF JOINTS IN TEST SECTIONWHERE:

7400L=ND P

36. WATER MAIN DISINFECTION SHALL BE IN ACCORDANCE WITH CURRENT AWWA, BULLETINC-651.

37. WATER MAINS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH CURRENT AWWA,FDEP AND NSF STANDARDS.

38. MINIMUM COVER TO FINISHED GRADE OVER WATER MAINS SHALL BE 30 INCHES UP TO8" DIAMETER; 10" OR LARGER SHALL HAVE 36" COVER OR GREATER TO PROVIDE A MINIMUM18" COVER OVER OPERATING NUT OF GATE VALVES.

39. ALL MAINS SHALL BE TESTED FOR LEAKAGE. WATER SHALL BE SUPPLIED TO THE MAINAND PUMPED TO THE REQUIRED 150 PSI PRESSURE. THE MAIN TESTED SHALL EITHER BEISOLATED FROM PRESENTLY POTABLE LINES OR PROTECTED FROM LEAKAGE BY A DOUBLEVALVE ARRANGEMENT.

40. NEWLY CONSTRUCTED FIRE HYDRANTS THROUGHOUT THE PROJECT SHALL HAVE A RED"OUT OF SERVICE" DISK (JOSEPH G. POLLARD CO. OR EQUAL) ATTACHED TO 4" PUMPERNOZZLE CAP. DISK TO BE REMOVED AFTER WATER SYSTEM HAS BEEN APPROVED FORSERVICE BY THE DEPARTMENT.

THE DEPARTMENT SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ANY TESTINGPROCEDURES. AFTER FLUSHING IS COMPLETED, LINE PRESSURE SHALL BE APPLIED TO THEWATER SYSTEM TO DETERMINE IF ANY MAJOR DEFECTS ARE PRESENT. THE COMPLETE WATERSYSTEM SHALL THEN BE TESTED AT A PRESSURE OF 150 PSI FOR A PERIOD OF NOT LESSTHAN TWO HOURS. THE DEPARTMENT MAY, AT ITS DISCRETION, INCREASE THE PERIOD TOFOUR HOURS. MAXIMUM LENGTH OF LINE TO BE TESTED AT ONE TIME SHALL NOT EXCEED1500 LINEAR FEET. AN OIL FILLED PRESSURE GAUGE UP TO 200 PSI AT 2 POUNDINCREMENTS SHALL BE USED FOR ALL PRESSURE TESTS. NO VISIBLE MOVEMENT OF THESYSTEM SHALL OCCUR AND LEAKAGE SHALL NOT EXCEED:

PER HOUR


AND SEPARATION STATEMENT 1DJUNE 2014

STANDARD WATER/SEWER SEPARATION STATEMENT

62-555.314 Location of Public Water System Mains.For the purpose of this section, the phrase “ water mains” shall mean mains, including treatment plant process piping, conveyingeither raw, partially treated, or finished drinking water; fire hydrant leads; and service lines that are under the control of a publicwater system and that have an inside diameter of three inches or greater.

(1) Horizontal Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or Stormwater ForceMains, Reclaimed Water Pipelines, and On-Site Sewage Treatment and Disposal Systems.

(a) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least three feet betweenthe outside of the water main and the outside of any existing or proposed storm sewer, Stormwater force main, or pipelineconveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C.

(b) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least three feet, andpreferably ten feet, between the outside of the water main and the outside of any existing or proposed vacuum-type sanitarysewer.

(c) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least six feet, andpreferably ten feet, between the outside of the water main and the outside of any existing or proposed gravity- or pressure-typesanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C.The minimum horizontal separation distance between water mains and gravity-type sanitary sewers shall be reduced to three feetwhere the bottom of the water main is laid at least six inches above the top of the sewer.

(d) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least ten feet between theoutside of the water main and all parts of any existing or proposed “ on-site sewage treatment and disposal system” as defined inSection 381.0065(2), F.S., and Rule 64E-6.002, F.A.C.

(2) Vertical Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or Stormwater Force Mains,and Reclaimed Water Pipelines.

(a) New or relocated, underground water mains crossing any existing or proposed gravity- or vacuum-type sanitary sewer orstorm sewer shall be laid so the outside of the water main is at least six inches, and preferably 12 inches, above or at least 12inches below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline.

(b) New or relocated, underground water mains crossing any existing or proposed pressure-type sanitary sewer, wastewater orstormwater force main, or pipeline conveying reclaimed water shall be laid so the outside of the water main is at least 12 inchesabove or below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline.

(c) At the utility crossings described in paragraphs (a) and (b) above, one full length of water main pipe shall be centeredabove or below the other pipeline so the water main joints will be as far as possible from the other pipeline. Alternatively, at suchcrossings, the pipes shall be arranged so that all water main joints are at least three feet from all joints in vacuum-type sanitarysewers, storm sewers, stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of Chapter 62-610,F.A.C., and at least six feet from all joints in gravity- or pressure-type sanitary sewers, wastewater force mains, or pipelinesconveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C.

(3) Separation Between Water Mains and Sanitary or Storm Sewer Manholes.(a) No water main shall pass through, or come into contact with, any part of a sanitary sewer manhole.(b) Effective August 28, 2003, water mains shall not be constructed or altered to pass through, or come into contact with,

any part of a storm sewer manhole or inlet structure. Where it is not technically feasible or economically sensible to comply withthis requirement (i.e., where there is a conflict in the routing of a water main and a storm sewer and where alternative routing ofthe water main or the storm sewer is not technically feasible or is not economically sensible), the Department shall allow exceptionsto this requirement (i.e., the Department shall allow construction of conflict manholes), but suppliers of water or persons proposingto construct conflict manholes must first obtain a specific permit from the Department in accordance with Part V of this chapterand must provide in the preliminary design report or drawings, specifications, and design data accompanying their permit applicationthe following information:

1. Technical or economic justification for each conflict manhole.2. A statement identifying the party responsible for maintaining each conflict manhole.3. Assurance of compliance with the design and construction requirements in sub-subparagraphs a. through d. below.a. Each water main passing through a conflict manhole shall have a flexible, watertight joint on each side of the manhole to

accommodate differential settling between the main and the manhole.b. Within each conflict manhole, the water main passing through the manhole shall be installed in a watertight casing pipe

having high impact strength (i.e., having an impact strength at least equal to that of 0.25-inch-thick ductile iron pipe).c. Each conflict manhole shall have an access opening, and shall be sized, to allow for easy cleaning of the manhole.d. Gratings shall be installed at all storm sewer inlets upstream of each conflict manhole to prevent large objects from

entering the manhole.(4) Separation Between Fire Hydrant Drains and Sanitary or Storm Sewers, Wastewater or Stormwater Force Mains,

Reclaimed Water Pipelines, and On-Site Sewage Treatment and Disposal Systems. New or relocated fire hydrants with undergrounddrains shall be located so that the drains are at least three feet from any existing or proposed storm sewer, stormwater forcemain, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C.; at least three feet, and preferablyten feet, from any existing or proposed vacuum-type sanitary sewer; at least six feet, and preferably ten feet, from any existing orproposed gravity- or pressure-type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated underPart III of Chapter 62-610, F.A.C.; and at least ten feet from any existing or proposed “ on-site sewage treatment and disposalsystem” as defined in Section 381.0065(2), F.S., and Rule 64E-6.002, F.A.C.

(5) Exceptions. Where it is not technically feasible or economically sensible to comply with the requirements in subsection (1)or (2) above, the Department shall allow exceptions to these requirements if suppliers of water or construction permit applicantsprovide technical or economic justification for each exception and provide alternative construction features that afford a similar levelof reliability and public health protection. Acceptable alternative construction features include the following:

(a) Where an underground water main is being laid less than the required minimum horizontal distance from another pipelineand where an underground water main is crossing another pipeline and joints in the water main are being located less than therequired minimum distance from joints in the other pipeline:

1. Use of pressure-rated pipe conforming to the American Water Works Association standards incorporated into Rule62-555.330, F.A.C., for the other pipeline if it is a gravity- or vacuum-type pipeline;

2. Use of welded, fused, or otherwise restrained joints for either the water main or the other pipeline; or3. Use of watertight casing pipe or concrete encasement at least four inches thick for either the water main or the other pipeline.

(b) Where an underground water main is being laid less than three feet horizontally from another pipeline and where anunderground water main is crossing another pipeline and is being laid less than the required minimum vertical distance from theother pipeline:

1. Use of pipe, or casing pipe, having high impact strength (i.e., having an impact strength at least equal to that of0.25-inch-thick ductile iron pipe) or concrete encasement at least four inches thick for the water main; and

2. Use of pipe, or casing pipe, having high impact strength (i.e., having an impact strength at least equal to that of0.25-inch-thick ductile iron pipe) or concrete encasement at least four inches thick for the other pipeline if it is new and isconveying wastewater or reclaimed water.


AND SEPARATION STATEMENT 1EJUNE 2014

30" MIN. COVE

R 8" MIN.

NOTES:

1. MIN. SERVICE LINES SHALL BE AS FOLLOWS: 1" FOR SINGLE AND DOUBLE SERVICES WHEREMETER SIZE IS 5/8"; 2" FOR SINGLE AND DOUBLE SERVICES WHERE METER SIZE IS 1".

2. COMPRESSION FITTINGS SHALL BE SUITABLE FOR TUBING USED AND REQUIRE METAL (S.S.)INSERTS.

3. DOUBLE SERVICES REQUIRE "U" BRANCH WITH ANGLE CURB STOPS.

4. POLYETHYLENE SHALL BE AS DEFINED BY A.S.T.M. D2737 SDR9 COPPER TUBE SIZE (CTS) ANDA.W.W.A. 901, LATEST EDITION, AND BE PRESSURE RATED FOR 200 PSI AND SHALL BE"ENDOPURE" BY ENDOT INDUSTRIES, INC., ROCKAWAY, N.J., OR APPROVED EQUAL.

5. TUBING SHALL BE MARKED WITH SIZE, MANUFACTURERS NAME, WORKING PRESSURE, NATIONALSANITATION FOUNDATION APPROVAL, A.S.T.M. SPECIFICATION AND PRODUCTION CODE. TUBINGSHALL HAVE AN OUTSIDE DIAMETER EQUIVALENT TO THE OUTER DIAMETER OF COPPER TUBING.

6. SERVICE LOCATOR WIRE SHALL BE LAID IN THE TRENCH WITH ALL SERVICES, CONNECTED TOTHE MAIN WIRE AND WRAPPED AROUND THE SERVICE PIPING OR TUBING. WIRE FOR POTABLEWATER SHALL BE BLUE IN COLOR.

R/W LINE AT PROPERTY CORNERMETER(BY MCU)

METER BOXTO BE SUPPLIEDBY CONTRACTORSEE APPROVEDPRODUCT LIST

COLOR-CODED SERVICE TUBING1" TO 2" SHALL BE POLYETHYLENE

CORP STOP

DOUBLE STRAP TAPSADDLE TAPPEDAWWA THREADS

RESIDENTIAL DUALCHECK VALVE(BY MCU)

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.SERVICE CONNECTION DETAIL

5/8" OR 1" METER 2JUNE 2014

PL

ROADWAY

3

2

1

8

9

LP

PL

5' MIN.

PLAN

ROADWAY

30"

36"

MIN.

MIN.

PROFILE

NOTES:

1. HOUSE SERVICE LATERAL UNDER PAVEMENT SHALL BE INSTALLED THROUGHA 2" MINIMUM PVC SCH. 80 CASING OR HDPE CASING (EXISTING ROADWAYS).

P PL L

4' 4'

2' GUTTER

R/W

R/W

2. TAPPING SADDLE AND CORPORATION STOP MUST BE PLACED IN ACCESSABLE AREAS, OUT FROM UNDER ANY PAVED AREAS.

EASEMENT (TYP.)

3. SERVICE LOCATOR WIRE SHALL BE LAID IN THE TRENCH WITH ALL SERVICES,CONNECTED TO THE MAIN WIRE AND WRAPPED AROUND THE SERVICE PIPINGOR TUBING. WIRE FOR POTABLE WATER SHALL BE BLUE IN COLOR.

CASINGWATER MAIN

POLY TUBING

METER ASSEMBLY

CASING

WATER MAIN

WATER METER

SINGLE SERVICE

DOUBLE SERVICE

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.WATER SERVICE CONNECTIONS (SINGLE OR DOUBLE)

PLAN / PROFILE 3JUNE 2014

WATER M

AIN

DOUBLE STRAP SADDLEAND CORPORATION STOP

SEE TYPICAL SERVICE

TYPICAL MULTIPLE SERVICE SIZESNo. OF UNITS LINE SIZES

3 -12 2" OR 4"

SPACING TO ACCOMODATEMETER BOXES

NOTES:

1. CONTRACTOR TO BUILD ALL METER MANIFOLDS.

POLY (TYP)

(TYP)BRASS TEE

2" RESILIENT SEAT GATEVALVE (RSGV) AND BOX(2" SQUARE OPERATINGNUT)

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.TYPICAL CONNECTION FOR MULTIPLE SERVICES

(THREE OR MORE) 4JUNE 2014

FLOW

VARIES

BY CONTRACTOR

M

NOTES:

1. ALL VALVES TO BE STRAIGHT 1-1/2" BALL VALVES FOR 1-1/2" METER AND 2" BALL VALVES FOR2" METER WITH LOCK-WING. (FLANGE AT METER) FORD OR APPROVED EQUAL.

2. SEE TYPICAL SERVICE DETAIL FOR MAIN CONNECTION.

3. METER BOX SHALL BE POLYMER CONCRETE AND FIBER REINFORCED POLYESTER.

4. PIPING SHALL BE 1-1/2" HDPE FOR 1-1/2" METER AND 2" HDPE FOR 2" METER, DR 9 WITHBRONZE COMPRESSION FITTINGS.

METER(BY MCU)

PROVIDE NIPPLEw/ TEMP. CAP


1-1/2" AND 2" METER DETAIL 5JUNE 2014

ITEM QUANTITY DESCRIPTION1234567891011

MATERIALS

111

12

14

2

2 2

3

3

3

13

4

5 TYP.

6

8

7

7 TYP,9

9

10

11

11

TO B.F.P.ASSEMBLY

33

VARIES4414121* CONC. SLAB, 2500# PSI

2" TAP WITH LOCKING BALL VALVED.I. BYPASS TEE, (FLANGE - FLANGE), (SIZE VARIES)3",4",6",8" WATER METER STRAINER, (FLANGE - FLANGE)4",6",8" D.I. SPOOL PIECE, 12" MIN. LENGTH, F - F3",4",6",8" METER, (FLANGE - FLANGE)16"x16"X16" CONC. FOUNDATION, 2500# PSI

4",6",8" PIPE, DUCTILE IRON, (FLANGE - FLANGE)4",6",8" BEND - 90 , (FLANGE - FLANGE)4",6",8" VALVE, GATE, C.I., (FLANGE - FLANGE) OS&Y

12"

12"

12"

16"TYP.

10" TYP.

12"

3O" MIN.

6"

12"15

2" IRON PIPE

15141312 1

VARIES11

4",6",8" VALVE, GATE, MJ4",6",8" PIPE4",6",8" BEND-90°, (MJ-MJ) W/ RETAINER GLANDS4",6",8" ADAPTER, FLANGE, DIP

4(typ)

NOTES:

1. ALL ABOVE GRADE PIPING SHALL BE DUCTILE IRON WITH FLANGED ENDS2. FOR 3" METER AND STRAINER, USE 4" D.I. PIPE WITH 4"x3" REDUCER WITH FLANGED ENDS ON

BOTH SIDES OF THE METER/STRAINER ASSEMBLY.3. FIELD ADJUST AND CUT D.I. PIPE TO THE PROPER LENGTH AS REQUIRED.4. METER BYPASS SHALL BE A MIN. OF 4" DIA. AND SIZED TO MEET REQUIRED FLOWS5. ALL EXPOSED DUCTILE IRON PIPING AND FITTINGS SHALL BE PAINTED "BLUE". PAINT SPECIFICATIONS

MUST BE SUBMITTED TO MARTIN COUNTY UTILITIES PRIOR TO APPLICATION.6. METER SHALL BE BADGER COMPOUND METER, BRONZE BODY, POLYMER BOTTOM PLATE WITH

INTEGRAL MOUNT ITRON 100W FN ENDPOINT.

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.TYPICAL ABOVE GROUND METER

(3" OR LARGER) 6JUNE 2014

LOCK HYDRANT TEE

24" MAX.

18" MIN.

6" DUCTILE IRON PIPEUNDISTURBED SOIL

6" GATE VALVE(SEE VALVE

FINISH GRADEGROUND OR

PAVEMENTSURFACE

24"X24"X6" CONCRETEPAD

36"X36"X6" CONCRETEPAD

SETTING DETAIL)

UNDISTURBED

PLAN

ELEVATION

VARIES

30" MIN.

6" M

AX.

SOIL

GRADE LOK WHERE APPLICABLE

NOTES:

1. HYDRANTS SHALL BE INSTALLED PLUMB AND TRUE.

2. VALVES SHALL BE PLACED ADJACENT TO MAIN, AND TIED TO TEE.

3. ANCHOR TEES ARE REQUIRED.

4. ALL HYDRANTS SHALL BE TEE'D OFF OF MAIN.

5. HYDRANTS SHALL NOT BE PLACED IN SIDEWALK, ROADWAYS OR BIKEPATHS.

6. PIPE FROM VALVE TO HYDRANT SHALL BE RESTRAINED.

7. HYDRANT BARREL AND BONNET COLOR TO BE OSHA YELLOW.

8. THE CONNECTOR PIPE SHALL BE CEMENT LINED DUCTILE IRON, CLASS 350 AND POSITIONED BETWEEN THE FIREHYDRANT AND GATE VALVE.

9. THE CONNECTOR PIPE SHALL HAVE AN ANCHORING FEATURE AT BOTH ENDS SO THAT WHEN USED WITH M.J. SPLITGLANDS A RESTRAINED JOINT IS PROVIDED.

10. HYDRANT EXTENSIONS SHALL NOT BE ALLOWED.

11. NEWLY CONSTRUCTED FIRE HYDRANTS THROUGHOUT THE PROJECT SHALL HAVE A RED "OUT OF SERVICE" DISK(JOSEPH G. POLLARD CO. OR EQUAL) ATTACHED TO 4" PUMPER NOZZLE CAP. DISK TO BE REMOVED AFTER WATERSYSTEM HAS BEEN APPROVED FOR SERVICE BY THE DEPARTMENT.


FIRE HYDRANT INSTALLATION DETAIL AND NOTES 7JUNE 2014

TO BE SUPPLIED BY CONTRACTOR ( POLYMERCONCRETE AND FIBER REINFORCED POLYESTER.)

2 1/2" BRASS NSFTDISCHARGE WITH CAPAND CHAIN

VALVE STEM

BRONZE BODY BALL VALVEWITH AUTOMATIC WEEP

90° BEND

FLUSHING ASSEMBLY

CAP OR PLUG

MAIN

2" BALL VALVE

2" POLYETHYLENE PIPE

NOTES:

3'MIN.

W/ 2" TAP

(THREADED)

FLUSH HYDRANT BOX w/ LID LABELED "WATER"

1. FLUSHING HYDRANT ASSEMBLY SHALL BE GIL INDUSTRIES, AQUARIUS ONE-O-ONE OR WATER PLUS VB2000 2" POST FLUSHING HIDDEN HYDRANT.

2. MAIN TO BE RESTRAINED FOR THREE FULL LENGTHS.

6"#57STONE

17"x30" CDR SYSTEMS, OR APPROVED EQUAL.


POTABLE WATER FLUSHING HYDRANT 8JUNE 2014

SUPPORT WITH 2"X4" STAKE HOSE BIBB

SAMPLE POINT

1" DIA. MIN. POLYETHYLENE

CORPORATION STOP

DOUBLE STRAP SADDLE

WATER MAIN

NOTES:

1. SAMPLE POINT SHOULD BE A SERVICE LINE OR FIRE HYDRANT IF POSSIBLE.

2. AFTER SAMPLING IS COMPLETED AND APPROVED, SHUT OFF CORP. STOP, REMOVE TUBING, PLUG WITH BRASS PLUG AND LOCATE FOR RECORD DRAWINGS.

2'-6" M

IN.

2'-0" M

IN.

POINT - DO NOT TURN OFF"3. MOUNT METAL OR PLASTIC TAG INDICATING "SAMPLE

(SMOOTH END,NO THREAD)


SAMPLE POINT DETAIL 9JUNE 2014

18"MIN.

18"MIN.

DOUBLE STRAP SADDLE ANDCORPORATION STOP REQUIRED.

POTABLE WATER SUPPLY.

EXIST. OR NEWVALVE #1

NEW VALVE #2

FILLING ASSEMBLY FITTINGS & EQUIPMENT SHALL BE 2" MAX.

MIN.18"

WATERMAIN

SEE DETAIL "A"FOR FILLINGASSEMBLY

TEST TO VALVE #2 TEST LIMITS

VALVEMETER A.W.W.A. - RPZ

VALVEUNION BACKFLOW PREVENTER

DETAIL "A"

BLIND FLANGEw/CORPORATIONSTOP

NOTES:

1. BOTH VALVES SHALL BE KEPT CLOSED EXCEPT FOR FILLING, FLUSHING ANDBACTERIOLOGICAL TESTING PURPOSES.

2. DEPARTMENT SHALL BE NOTIFIED BEFORE FILLING AND FLUSHING.3. PRESSURE TEST PUMP CONNECTS TO SERVICE LINE OR BLOWOFF. NO EXTRA TAPS

ARE PERMITTED UNLESS PRECEEDING ARE NOT PRESENT IN TEST SECTION.4. PRESSURE GAUGE TO BE LOCATED IN VICINITY OF TEST PUMP CONNECTION.5. GAUGE AND RISER TO BE REMOVED AFTER PRESSURE TEST.6. REMOVE TEMPORARY CONNECTION AT CORPORATION STOPS AFTER FILLING AND

FLUSHING HAS BEEN COMPLETED.7. INJECT CHLORINE ON PROJECT SIDE OF BACKFLOW PREVENTER.8. CONTRACTOR TO PROVIDE AN RPZ CERTIFICATION (LESS THAN 1 YEAR) PRIOR TO

INSTALLATION.

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.DOUBLE VALVE DETAIL AND

FILLING AND FLUSHING CONNECTION 10JUNE 2014

12" MIN.

SUPPLY

SPRINKLER

THE PRESSURE VACUUM BREAKER (P.V.B.) CANNOT BE INSTALLED WHERE ITWILL BE SUBJECTED TO BACK PRESSURE. IT PROVIDES PROTECTION AGAINSTBACK-SIPHONAGE OF BOTH POLLUTANTS AND CONTAMINANTS.

EACH P.V.B. SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION TOFACILITATE INSPECTION AND SERVICING.

EACH P.V.B. SHALL BE INSTALLED ON THE MAIN LINE TO THE IRRIGATIONSYSTEM AND AT LEAST 12 INCHES ABOVE THE HIGHEST SPRINKLER HEAD OROUTLET. (VALVES MAY BE LOCATED DOWNSTREAM FROM THE DEVICE).

NOTES:1.

2.

3.

ALL ABOVE GROUND PIPING WILL BE TYPE "K" OR "L" COPPER TUBING WITHSWEAT FITTINGS.

4.

IN LIEU OF PRESSURE VACUUM BREAKER.IF CHEM FEED IS USED IN IRRIGATION LINE, THEN USE RPZ. RPZ MAY BE USED 5.

SS UNISTRUT w/SS STRAP

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.PRESSURE - TYPE VACUUM BREAKER (P.V.B.)

(IRRIGATION SYSTEM) 11JUNE 2014

1

3 5

4

5

6

7

METER SERVICE

12" MIN.

4"

8

MATERIALSITEM QUANT. DESCRIPTION12345678

12124

2" BACKFLOW PREVENTER

2" COUPLING - COMPRESSION2" X 90°2" X 6" PEA GRAVEL

FILTER FABRIC FINISHED GRADE

NOTES:1. INSTALLATION SHOWN ABOVE IS FOR A 2" SERVICE. CHANGE PIPING MATERIALS ACCORDINGLY FOR SERVICE SIZE.

55

12"TYP.

1" S.S. UNISTRUT W/ S.S. STRAPS

NIPPLES ELBOW

2. USE COPPER, BRASS OR STAINLESS STEEL FOR FITTINGS AND PIPE MATERIAL.

2 2

9

29 BALL VALVE

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.REDUCED PRESSURE BACKFLOW PREVENTER

SINGLE SERVICE 3/4", 1", 1-1/2" AND 2" 12JUNE 2014

METER

SERVICE

MATERIALSITEM QUANT. DESCRIPTION1234567

242414

2" BACKFLOW PREVENTER2" X 6"2" COUPLING - COMPRESSION2" X 90°2" X 4"

PEA GRAVEL FILTER FABRIC

NOTES:1. INSTALLATION SHOWN ABOVE IS FOR A 2" SERVICE. CHANGE PIPING MATERIALS ACCORDINGLY FOR SERVICE SIZE.

2 3 21

5

4

5

6

7

8

5

'

12" MIN.

NIPPLESTEE 2 2"

8**

PIPE MATERIAL.USE COPPER, BRASS OR STAINLESS STEEL FOR FITTINGS AND2.

12"TYP.

12"

4"

ELBOW

NIPPLES

OPTIONAL 9

BALL VALVES49


DUAL SERVICE 3/4", 1", 1-1/2" AND 2" 13JUNE 2014

1

16"

*16"

MATERIALITEM QUANT. DESCRIPTION

2"

3", 4", 6", 8"

4", 6", 8"

4", 6", 8"

4", 6", 8"4", 6", 8"

3", 4", 6", 8"

1

2

3

45

6

78

9

1

2

*

22

2

21

2

BEND _ 45° ( FLANGE-FLANGE )

PIPE, DUCTILE IRON ( CLASS 350 )

ADAPTER, FLANGE, D.I.P.PIPE, P.V.C. ( DR-18 )

GATE VALVE, C.I., ( FLANGE-FLANGE )

IRON PIPE / CONCRETE FOUNDATIONCONCRETE SLAB

BEND - 45° ( MJ-MJ )

METER

SERVICE

24"TYP.

6"

FROM

BACKFLOW TO BE THE SAME DISTANCE ABOVE GRADE AS METER*

6"

CONC. SLAB SEE METER DETAIL

TEST COCK

8

6

2

4

3FINAL GRADE

7

95

NOTES:

1. FIELD ADJUST AND CUT ITEM 3 TO PROPER LENGTH. THIS TYPE OFCONSTRUCTION IS DESIGNED FOR LIMITED WORKING AREA.

2. ALL EXPOSED DUCTILE IRON PIPES AND FITTINGS SHALL BE PAINTED"BLUE". PAINT SPECIFICATIONS MUST BE SUBMITTED TO MARTINCOUNTY UTILITIES PRIOR TO APPLICATION.

3. FOR 3" BACKFLOW ASSEMBLY, USE 4" D.I. PIPE WITH 4"x3" REDUCERWITH FLANGED ENDS ON BOTH SIDES OF THE BACKFLOW ASSEMBLY.

VALVE, O.C. BACKFLOW PREVENTER


SINGLE SERVICE (3" OR LARGER-45° ELL) 14JUNE 2014

*

FROM

SERVICE

24"TYP.

16"

16"

6"

METER

BACKFLOW TO BE THE SAME DISTANCE ABOVE GRADE AS METER*


CONCRETE SLAB

MATERIAL

VALVE, O.C. BACKFLOW PREVENTER

BEND _ 90° ( FLANGE-FLANGE )


ADAPTER, FLANGE, D.I.P.PIPE, P.V.C. ( DR-18 )

GATE VALVE, C.I., ( FLANGE-FLANGE )

IRON PIPE / CONCRETE FOUNDATION

3", 4", 6", 8"11

9

87

6

3

54

2

2

12

2

22

2

*4", 6", 8"

4", 6", 8"

4", 6", 8"4", 6", 8"

3", 4", 6", 8"

6"

2"

QUANT.ITEM DESCRIPTION

1 6

95

TEST COCK

4

3

2

7

8

NOTES:

1. FIELD ADJUST AND CUT ITEM 3 TO PROPER LENGTH. THIS TYPE OFCONSTRUCTION IS DESIGNED FOR LIMITED WORKING AREA.

2. ALL EXPOSED DUCTILE IRON PIPES AND FITTINGS SHALL BE PAINTED"BLUE". PAINT SPECIFICATIONS MUST BE SUBMITTED TO MARTINCOUNTY UTILITIES PRIOR TO APPLICATION.

3. FOR 3" BACKFLOW ASSEMBLY, USE 4" D.I. PIPE WITH 4"x3" REDUCERWITH FLANGED ENDS ON BOTH SIDES OF THE BACKFLOW ASSEMBLY.

FINAL GRADE

CONC. SLABSEE METER DETAIL


SINGLE SERVICE (3" OR LARGER-90° ELL) 14AJUNE 2014

E

38-9/16

46-1/16

58-1/16

SIZE OF ALL FITTINGS LISTED INDICATES NOMINAL INSIDE DIAMETER OF PORT

32-5/16

DIMENSIONS (INCH) AND WEIGHT (LBS)

10 16 84-3/161-3/16

E = CENTER TO FACE OF RELIEF VALVE ASSEMBLYD = CENTER TO TOP OF MAIN VALVE BODY

FLANGEINCHES

8

6

4

13-1/2

11

9

SIZE DIA. OFTHICK.

67-3/16

59-11/16

50-7/16

1-1/8

1

15/16

AFLANGE

KEY TO TABLE OF DIMENSIONS

B = FACE TO FACE, INSIDEC = CENTER TO TOP OF GATE VALVE

A = FACE TO FACE, OUTSIDE

D

C

30 22 198216

12-1/217-3/8

26

21-1/4

CB

18

14

11

D

SECTION

399

964

711

WEIGHT

15

14

E

A

B

PLAN

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLIES

(4 INCH TO 10 INCH DIA.) 15JUNE 2014

FLOW

SERVICE

IRON PIPE / CONCRETE FOUNDATION

GATE VALVE, C.I., ( FLANGE-FLANGE ) OS&Y

PIPE ADAPTER, FLANGE, D.I.P.


TEE ( FLANGE-FLANGE )

DOUBLE CHECK DETECTOR BACKFLOW PREVENTER


8

NOTE:

2.

1.

9

6

7

54

3

2

1

ITEM

6"1 CONCRETE SLAB

3

2", 4", 6", 8"

2

2

22

2"

*

2

QUANT.1

DESCRIPTION

MATERIAL

OPTIONAL:FIRE DEPT.CONNECTIONw/ WAFERCHECK VALVE

2", 4", 6", 8"

2", 4", 6", 8"

2", 4", 6", 8"

2", 4", 6", 8"

2", 4", 6", 8"

FLOW

FIELD ADJUST AND CUT ITEM 3 TO PROPER LENGTH. THIS TYPE OFCONSTRUCTION IS DESIGNED FOR LIMITED WORKING AREA.ALL EXPOSED DUCTILE IRON PIPES AND FITTINGS SHALL BE PAINTED"RED". PAINT SPECIFICATIONS MUST BE SUBMITTED TO MARTINCOUNTY UTILITIES PRIOR TO APPLICATION.

3. DETECTOR METER SHALL READ IN GALLONS AND SHALL BE 5/8"NEPTUNE MAGNETIC DRIVE, MODEL T-10.

SPOOLPIECE, IFREQUIRED

2

4

3FINALGRADE

24" (typ)

59

7

8

1 6

16"

16"

CONC.SLAB

6"

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.FIRE LINE

DOUBLE CHECK DETECTOR ASSEMBLY 16JUNE 2014

PLAN

ELEVATION

8"

24"

8"

24"6"

CONCRETE COLLAR

POUR CONCRETE TO GRADE

COVER, C.I. OR BRONZE, MARKED"WATER" OR "SEWER"

CONTINUOUS STRANDED COPPER WIRETERMINATING IN CURB STOP BOX IN PAD,10 GAUGE FOR ALL OPEN CUT CONSTRUCTION,8 GAUGE FOR ALL DIRECTIONALLY DRILLEDCONSTRUCTION

2" BRASS CLEANOUT TOPAND PVC THREADED BOX

TOP OFPAVEMENT

C.I. ADJUSTABLE VALVE BOX(INSIDE SCREW TYPE)

SQUARE NUT

VALVE STEM RISER REQUIREDFOR DEPTHS EXCEEDING 4'

APPROVED MECHANICALJOINT VALVE

HALF HITCH(typ)

NOTE:

1. A LOCATION BALL (3M EMS BALL MARKERS; WATER/BLUE, MODEL No. 1403-XR;SEWER/GREEN, MODEL No. 1404-XR) SHALL BE INSTALLED AT EACH FITTING AND/OREVERY 100 FEET OF SEPARATION.

PROVIDE 18" LOOP, WRAPPED IN BOX


VALVE SETTING DETAIL 17JUNE 2014

NOTE:

1. AIR RELEASE VALVE SHALL BE A.R.I. MODEL #D-025 SIZED APPROPRIATELY FOR SERVICE INTENDED.

2. ALL PIPING TO BE 316 STAINLESS STEEL.

3. TYPE II CEMENT; CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS.

4. CONCRETE STRUCTURE REINFORCEMENT SHALL MEET ASTM C478 SPECS.

5. CONCRETE STRUCTURE AND D.I. COVER SHALL MEET H-20 LOADING REQUIREMENTS.

6. FOR MINIMUM PIPING AND AIR RELEASE VALVE SIZES, REFER TO M.C.U. APPROVED PRODUCT LIST. ENGINEEROF RECORD SHALL BE RESPONSIBLE FOR SIZING.

SEWER, FORCEOR RECLAIMEDWATER MAIN

SIZE BY ENGINEER-1" (min) BRONZE CORP STOP

SIZE BY ENGINEER-1" (min.) S.S. BALL VALVEDOUBLE

STRAP TAPSADDLE

AUTOMATIC AIRRELEASE VALVE,A.R.I. MODEL #D-025

SIZE BYENGINEER-

1" (min) 316S.S. PIPING

(typ)

BRICK TO GRADEBY CONTRACTOR

VARIES

8"8"

10"±

6" 6" 4'-0" Ø REINFORCEDCONCRETE AIR

RELEASE MANHOLE

32" Ø PAMREXRING AND HINGED COVER

6" 6"

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.UNDERGROUND AIR RELEASE

VALVE AND BOX 18JUNE 2014

DEFLECTION TYPE

FITTING TYPE

MIN. COVE

R30

"

MIN.

12"

MIN.

12"

NOTES:

1. THESE METHODS ARE TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW PRESSUREPIPE TO CROSS ABOVE CONFLICT PIPE WITH 6" VERTICAL SEPARATION AND MAINTAINREQUIRED COVER TO FINISHED GRADE.

2. FITTINGS SHALL BE RESTRAINED WITH RETAINER GLANDS.

3. THE DEFLECTION TYPE CROSSING IS PREFERRED.

4. DO NOT EXCEED 75% OF MANUFACTURER'S RECOMMENDED MAXIMUM JOINT DEFLECTION.

CONFLICTPIPE

CENTER A FULL LENGTH OF PIPEAT POINT OF CROSSING

SEE NOTE # 4 FORACCEPTABLE DEFLECTION

SLOPE UP TOMIN. COVER

BELL CLAMPS (typ)2 JOINTS EACH SIDE

OF CONFLICT

CENTER A FULL LENGTH OF PIPEAT POINT OF CROSSING

(NO JOINTS BETWEEN FITTINGS)

CONFLICTPIPE

22-1/2° (PREFERRED)OR45° ELBOWS

MECHANICALLYRESTRAINEDJOINTS (typ)

PRESSURE PIPE

FINISHED GRADE


PRESSURE PIPE CONFLICT DETAIL 19JUNE 2014

MIN. LENGTH (IN FEET) OF PIPE TO BE RESTRAINED

24"

6

12

26

6220"

5

11

22

5416"

4

9

19

4512"

4

7

15

3510"

3

6

13

308"

3

5

11

256"

2

4

8

204"

1

3

6

14

PIPE SIZEFITTING TYPE

90° HORIZ. BEND

45° HORIZ. BEND

22.5° HORIZ. BEND

11.25° HORIZ. BEND

29 41 53 64 74 95 115 134UPPERBENDLOWERBEND 7 10 13 16 19 25 30 35

OFFSET90° VERT.

4

19

BENDLOWERBENDUPPER

45° VERT.OFFSET

3

12

12

48

76

24 29

108

34 39

15

56

BEND 2

9UPPERBENDLOWER

22.5° VERT.OFFSET

1

6

6

2312

4 4

14

4

17

5

19

7

27

411.25° VERT.

LOWERBENDUPPER

BENDOFFSET

1

3

3

11

1 1

6

2

7

2

8

2

9

3

13

IN-LINE VALVE

PLUG (DEAD END) 32 45 59 70 83 107 151129

4532 45 45 45 55

23 - -- - - - -4"X Ø

356"X Ø 21 - - - - - -

348"X Ø 18 47 - - - - -

3210"X Ø 16 46 58 - - - -

3012"X Ø 13 44 57 69 - - -

2616"X Ø 7 41 55 67 90 - -

2120"X Ø 1 38 52 65 88 109 -

1624"X Ø 1 10834 49 62 86 12930"X Ø36"X Ø42"X Ø48"X Ø

8"X Ø

10"X Ø

12"X Ø

16"X Ø

20"X Ø

24"X Ø

123 116

146 140

99

72

57

90

60

43

6"X Ø

38 25

45

81

111

105107

132 131

78

24

44

75

41

-

45

82 45

-

-

-

-

-

-

-

-

-

- - - - -

-

-

-

-

-

-

TEE(BRANCHRESTRAINT)

23 - - - - - --

REDUCER(LARGERPIPE

RESTRAINT)

65 80

10683 127

103

100

80

77

9773 120

122

124

442881

39

33

221

151

2771

1

1

1

58

54

44

49

(SOURCES: EBAA IRON RESTRAINT LENGTH CALCULATION PROGRAM FOR PVC PIPE, RELEASE 3.1,AND DIPRA THRUST RESTRAINT FOR DUCTILE IRON PIPE, RELEASE 3.2)

NOTES:1. THE DATA IN THE ABOVE TABLE ARE BASED UPON THE FOLLOWING INSTALLATION CONDITIONS:

SOIL TYPE-SAND TEST PRESSURE-150 PSI DEPTH OF BURY-3'TRENCH TYPE-3 SAFETY FACTOR- 1.5 VERTICAL OFFSET-3'MINIMUM PIPE LENGTH ALONG TEE RUN-5'

2. THE RESTRAINED PIPE LENGTHS APPLY TO DUCTILE IRON AND PVC PIPE.3. ALL JOINTS BETWEEN UPPER AND LOWER BENDS SHALL BE RESTRAINED.4. RESTRAINED PIPE LENGTHS APPLY TO PIPE ON BOTH SIDES OF VALVES AND FITTINGS.

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.MECHANICAL JOINT ANCHORING

REQUIREMENTS 20JUNE 2014

PUMP

FEED LINESUPPLYLINE '

RECEIVINGTANK

PROPERTYLINE

LOCATION SHALL BE APPROVED BY MARTIN COUNTY UTILITIES

"D" (PIPE DIA.)

2X"D" OR 1" MIN.

AN AIR GAP SEPARATION MEANS THE UNOBSTRUCTED VERTICAL DISTANCETHROUGH THE FREE ATMOSPHERE BETWEEN THE LOWEST OPENING FROM ANYPIPE OR FAUCET SUPPLYING WATER TO A TANK, PLUMBING FIXTURE OR OTHERDEVICE AND THE FLOOD LEVEL OR OVERFLOW RIM OF THE RECEPTACLE.

THE "APPROVED AIR GAP SEPARATION" SHALL BE AT LEAST DOUBLE THE DIAMETER OF THE SUPPLY PIPE MEASURED VERTICALLY ABOVE THE OVERFLOWRIM OF THE VESSEL AND IN NO CASE SHALL THE GAP BE LESS THAN ONE (1)INCH IN DIAMETER.

1.

2.

NOTES:


AIR GAP SEPARATION 21JUNE 2014

12" MAX. 12" MAX.

18" MIN.

12"

MIN.

4" MIN.

BEDDING MATERIAL

EXISTING GROUND

NOTES:

1. BEDDING MATERIAL SHALL BE HAND PLACED IN 6" LIFTS AND SHALL

AS MUCK, DEBRIS AND LARGER ROCK SHALL BE REMOVED.

2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTHWITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES.

3. THE PIPE SHALL BE PLACED IN A DRY TRENCH.

5. BACKFILL TO BE COMPACTED ALONG THE SIDES OF THE PIPE AND TOA POINT ONE FOOT ABOVE THE TOP OF THE PIPE TO 100% MAXIMUM

REMAINING BACKFILL SHALL BE COMPACTED IN 6 INCH LAYERS AND

B. WHERE "NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE

REMAINING BACKFILL6" MAX. SIZE

LIMEROCK 3/8"-7/8" SIZING. UNSUITABLE IN-SITU MATERIALS SUCH

DENSITY AS DETERMINED BY AASHTO T-99.

6. A. WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE

THE REMAINING FILL SHALL BE COMPACTED IN 6 INCH LAYERS TO A DENSITY

,

,

4. BACKFILL SHALL BE DONE WITH APPROVED MATERIAL, CLEAN ANDFREE OF ROCKS, MUCK AND OTHER DELETERIOUS MATTER AND COMPACTED BENEATH THE HAUNCHES OF THE PIPE USING MECHANICALTAMPERS TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99.

COMPACTED TO 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180.

90% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180.

GRANULAR BACKFILL

CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED

7. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL TRENCHSAFETY REGULATIONS


TYPICAL TRENCH DETAIL 22JUNE 2014

18" 18"W

VARIES

A D

B

BOTTOM, LEFT, & RIGHTSIDES TO BE 12" MIN.

C

A. OVERLAY 25.0 FROM CENTER LINE OF TRENCH, BOTH SIDES OF OPENCUT WITH 1" MINIMUM TYPE S-III ASPHALT OR MATCH EXISTING

SURFACE MATERIAL WHEN POSSIBLE.B. CONSTRUCT 2.0' DEEP X WIDTH AND LENGTH OF TRENCH WITH CEMENTED COQUINA OR LIMEROCK. SEE SPECIFICATIONS #2 BELOW FOR COMPACTION REQUIREMENTS.C. PROVIDE CLEAN BACKFILL. BACKFILL SHALL BE REPLACED IN 6" LAYERS. EACH LAYER SHALL BE MECHANICALLY COMPACTED TO A

MINIMUM 100% DENSITY AS DETERMINED BY AASHTO T-99, METHOD "C".

1. REPLACED BASE MATERIAL OVER DITCH SHALL BE AS SHOWN ABOVE.2. BASE MATERIAL SHALL BE PLACED IN 6" LAYERS OR AS OTHERWISE APPROVED AND EACH LAYER THOROUGHLY MECHANICALLY COMPACTED TO

(98%) DENSITY AS DETERMINED BY AASHTO T-180.3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED.4. ALL PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED.5. SURFACE MATERIAL WILL BE CONSISTENT WITH EXISTING SURFACE OR

6. A MINIMUM OF TWO DENSITY TESTS SHALL BE TAKEN FOR EACH SIX (6) INCH LIFT OF SUBGRADE AND EACH OPEN CUT CROSSING. WHEN THE SPECIFIED COMPACTED BASE IS GREATER THAN SIX AND ONE-HALF (6-1/2) INCHES THE BASE SHALL BE CONSTRUCTED IN TWO OR MORE COURSES. PROCTORS FOR MATERIALS USED IN BACK-FILLING SHALL BE OBTAINED BY A CERTIFIED LABORATORY. DENSITY TESTS SHALL BE CONDUCTED BY A CERTIFIED LABORATORY OR THE PERMITTEE'S CONSULTANTS. THE PERCENTAGE OF MAXIMUM DENSITY REQUIRED SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. A COPY OF ALL COMPLETED AND ACCEPTED DENSITY TESTS SHALL BE FURNISHED TO THE COUNTY ENGINEER'S OFFICE PRIOR TO FINAL INSPECTION.

D. DITCH WIDTH (W)+12", MATCH EXISTING TYPE AND THICKNESS OFASPHALT OR TYPE S-III.

25'

NOTES:

25'

2' MIN. 2' MIN.

6"6"2'

3' M

IN.

OVERLAY OVERLAY

WITH FDOT REQUIREMENTS.AS OTHERWISE DIRECTED (TYPE S-III) AND PLACED IN ACCORDANCE


FLEXIBLE PAVEMENT REPLACEMENT DETAIL 23JUNE 2014

VARIES

MONOLITHIC SLAB10' MIN. 10' MIN.10' MIN.

T

4"18"

2' MIN. 2' MIN.

4"

12" MIN.

T OR8" MIN.

REPLACEMENTPAVEMENT

DIA. VARIES

SEE LOCATION CRITERIA

NEAREST JOINT IN PAVEMENT

EXIST. CONC.PAVEMENT

BA

REPLACEMENT OF CONCRETE PAVEMENTFOR PERMITTED PAVEMENT CUT

DENSITY PROCEDURES:

A

B

THE PERMITTEE SHALL PROVIDE ADEQUATE COMPACTED FILL BENEATH THEHAUNCHES OF THE PIPE, USING MECHANICAL TAMPS SUITABLE FOR THISPURPOSE. THIS COMPACTION APPLIES TO THE MATERIAL PLACED BENEATH THEHAUNCHES OF THE PIPE AND ABOVE ANY BEDDING REQUIRED.

THE PERMITTEE SHALL OBTAIN A WELL COMPACTED BED AND FILL ALONG THESIDES OF THE PIPE AND TO A POINT INDICATING THE BOTTOM OFREPLACEMENT PAVEMENT.

GENERAL NOTES:1.

2.

3.

3000 P.S.I. CONCRETE, BY USE OF HIGH EARLY STRENGTH CEMENT, TO BEUSED FOR REPLACEMENT, OR OTHER APPROVED HIGH STRENGTH, FAST SETMATERIALS.CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED TO CONFORMWITH ADJOINING SLABS.BACKFILL MATERIAL SHALL BE EITHER OF THE SAME TYPE AND COMPOSITIONAS THE MATERIAL REMOVED, OR OF EQUAL OR GREATER STRUCTURALADEQUACY. MATERIALS CONTAMINATED WITH DELETERIOUS SUBSTANCES DURINGEXCAVATION SHALL NOT BE USED.

THE BACKFILL FOR A AND B SHALL BE PLACED IN 6" LAYERS (COMPACTED THICKNESS ) AND SHALL BE COMPACTED TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD "C".

12" MIN.

NEAREST JOINT IN PAVEMENT


CONCRETE PAVEMENT REPLACEMENT DETAIL 24JUNE 2014

10' ROADWAY 10'

30"

(MIN.)

4"6"8"10"12"16"18"20"24"

12"16"18"20"24"30"30"36"36"

.250

.250

.312

.375

.375

.500

.500

.562

.562

CARRIERPIPE SIZE

MINIMUMSTEEL CASING

MINIMUMWALL THICKNESS

NOTE:

1. LOCATOR WIRE SHALL BE MIN. #10 GAUGEMULTI-STRAND WIRE FOR ALL BORE & JACKING

DUCTILE IRON M.J. PIPEWITH RETAINING GLANDS ANDCASING SPACERS INSTALLED PERMANUFACTURER'S SPECIFICATIONS

POLYMER CONCRETE AND FIBERREINFORCED POLYESTER METERBOX WITH 8" OF 3/4" STONE

PVC VENT

PAVING

ROCK BASE

3/4" MIN. TO 2" MAX.PVC THROUGH GROUTED

END OF CASING

ENDS SEALED WITHCEMENT GROUT

DUCTILE IRON TO EXTENDONE LENGTH MINIMUM


CASING INSTALLATION DETAIL 25JUNE 2014

RIPRAP

4'-0"

CORPORATION STOP TO BE LOCATEDWITH DOUBLE STRAP SADDLE ANDAUTOMATIC AIR RELEASE VALVE

RESTRAIN PIPE JOINTS

MIN.

30"

NEAR MOST ACCESSIBLE PILE

1 1/4" GALVANIZED OVERFLOW PIPING (FOR FORCE MAINS ONLY)

WATER-TIGHT W/TRAFFIC BEARING LID

MIN.

NOTES1.

2.3.

4.5.6.7.8.9.

10.

11.12.

13.

ALL EXPOSED PIPES SHALL BE DUCTILE IRON WITH FLANGED FITTINGS.RETAINER GLANDS. UNIFLANGE TYPE FITTINGS ARE NOT TO BESUBSTITUTED FOR FLANGED FITTINGS.SPAN HEIGHT AS REQUIRED BY PERMITTING AGENCY.MAXIMUM SUPPORT SPACING SHALL BE IN ACCORDANCE TO MANUFACTURERS

FAN GUARDS ARE REQUIRED, SEE STANDARD DETAIL.ALL EXPOSED PIPING, GUARDS AND FITTINGS SHALL BE PAINTED.PIPE SHALL BE CRADLED ON NEOPRENE.TIE-DOWN STRAPS MUST PROPERLY FIT AND SECURE PIPE IN CRADLE.

ALL PAINT SPECIFICATIONS MUST BE SUBMITTED AND APPROVED BY MARTINCOUNTY UTILITIES PRIOR TO APPLICATION.CONCRETE IN C.I.P. CAP SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF3,400 p.s.i.ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60.THE PILES SHALL BE DRIVEN TO A MINIMUM PENETRATION OF 20'-0" UNLESSTHE PRESENCE OF POOR SOILS (N<3) NECESSITATE A DEEPER PENETRATION.PROVIDE TWO FULL LENGTHS OF RESTRAINED D.I.P. BOTH SIDES OF CROSSING.

FOR CONCRETE PILES SEE DETAILS

12"x12" PRESTRESS CONC. PILETYPE 1A (MIN. ONE PER JOINT)

MEAN HIGHWATER ELEV.

(BOTH SIDES)

RECOMMENDATION.

CONCRETE OVERFLOW VESSEL (FORFORCE MAINS ONLY). 50 GAL CAPACITY

CONTINUE LOCATOR WIRE ACROSS CANAL CROSSING.14.


TYPICAL UTILITIES CANAL CROSSING 26JUNE 2014

C PIPEL C PIPEL

C PILE & CAPL

DUCTILE IRON PIPE DUCTILE IRON PIPE

SEE DETAIL BELOW

3"

3"

MIN.

(TYP

)

12"CONC. PILE

ELEVATION

3/8" X 3" STAINLESS STEELANCHOR STRAPTOP OF PILE CAP AT120° BEARING

3/4" ANCHOR BOLTAND HEX NUT

CHAMFER ALLEDGES ONE INCH

NEOPRENE WIRED TOPIPE BEFORE CAP ISPOURED

2"

4"

1"120°

DETAIL

4"

C

CA A

3"

24"

4"

3"

12"

12"

B

NOTE:1. ALL REINF. STEEL SHALL BE No. 4 BARS.2. ALL HARDWARE SHALL BE STAINLESS STEEL.3. SEE SHEET 26A FOR ADDITIONAL DIMENSIONS.


PILE CAP SUPPORT DETAIL DUAL PIPE (ELEVATION) 27JUNE 2014

D.I. PIPE3/8" X 3" STAINLESSSTEEL ANCHOR

No. 4 BAR

No. 4 BAR STIRRUP

No. 4 BAR OVER PILE(BARS TO BE CUT TOCLEAR THE PILE)

C PILE & CAPL

12" CONCRETE PILE

No. 4 STRAIGHT BARS3"

TYP.

VIEW C-C

PIPEDIA.

PILESIZE

DIMENSIONS

A B

4" 12"x12" 16" 16"

8" 20" 16"

12"

16"

26" 16"

16"30"

12"x12"

12"x12"

12"x12"

24"

12"

24"

NOTE: ALL HARDWARE SHALL BE STAINLESS STEEL.


PILE CAP SUPPORT DETAIL DUAL PIPE (VIEW C-C) 27AJUNE 2014

16 TURNS; 3" PITCH 16 TURNS3" PITCH

9" PITCH3/4"

5 TURNS1" PITCH1" PITCH

5 TURNS

No. 5 GAGE SPIRAL TIES

3" COVER( TYP. )

ELEVATION OF 12" X 12" PILE

SECTION "A-A"

A

A

3"

TIP

HEA

D

B

B

8 - 1/2" O S.R. - AS - 0.144 in. - 250K @ 24.100# EA. SPACED 2 1/2" CTRS.

3"

3/4" X 3" CHAMFER3" X 3" CHAMFER OR3/4" X 3/4" CHAMFER

SPIRAL 1"TIESPACING

MAXIMUM LENGTH - 50' SINGLE POINT PICK-UPMAXIMUM LENGTH - 70' DOUBLE POINT PICK-UPOVER 70' TRIPLE POINT PICK-UP SEE F.D.O.TSTD. DRAWINGS INDEX No. 60012"

12"

12"

,

12"

8 - 7/16" O L.R.S. - AS - 0.115 in. - 270K @ 21.700# EA. SPACED 2 9/16" CTRS.

12 - 3/8" O L.R.S. - AS - 0.085 in. - 270K @ 14.800# EA. SPACED 1 11/16" CTRS.12 - 3/8" O S.R. - AS - 0.085 in. - 270K @ 15.600# EA. SPACED 1 11/16" CTRS.

SECTION "B-B"

1"1"

1"1"

3" COVER( TYP. )

PRESTRESSED STRANDSSEE SECTION "A-A"

CENTER LINE12" X 12" PILE

PROVIDE 4 - 1 3/4" HOLESFOR 4 - No. 10 DOWELS4 - 10" LG. GR. 60

2

22

2

,,

,


CONCRETE PILE DETAIL 27BJUNE 2014

BE MANUFACTURED FROM STOCK MEETING REQUIREMENTS OF ANY GRADE OF

NOTES:1.

2.

3.

4.

5.

6.

7.

8.

PILE BUILD-UP, WHEN REQUIRED, SHALL BE ACCOMPLISHED WITH 4 #10DOWEL 3" LONG SET IN 1 3/4" DIA. DRILLED HOLES WITH EPOXY MORTAR. PROVIDE 4 #5 LONGITUDINAL BARS AS LONGITUDINAL REINFORCING. SPIRALTIES SHALL BE #5 CONTINUOUS. SPIRALS SHALL BE TIED TO AT LEAST TWOLONGITUDINAL BARS FOR EACH WRAP.

PILING AS PER F.D.O.T. STANDARD SPECIFICATION SECTION 455.

SPIRAL TIES: EACH WRAP OF SPIRALS SHALL BE TIED TO AT LEAST TWOCORNER STRANDS. ONE TURN REQUIRED FOR SPIRAL SPLICES. SPIRALS MAY

REINFORCING STEEL OR HARD DRAWN STEEL.

CONCRETE CLASS: CONCRETE FOR ALL PILES SHALL BE CLASS V (SPECIAL).CLASS V (SPECIAL) CONCRETE SHALL CONFORM TO THE REQUIREMENTS FORCLASS V CONCRETE EXCEPT FOR THE 28 DAY STRENGTH AS NOTED BELOW.

CONCRETE STRENGTH: THE CYLINDER STRENGTH SHALL BE 6,000 p.s.i.MINIMUM AT 28 DAYS AND 4,000 p.s.i. MINIMUM AT TRANSFER OF THEPRESTRESSING FORCE.

PILES SHALL BE MARKED AT PICK-UP POINTS TO INDICATE PROPER POINTSFOR ATTACHING HANDLING LINE.

REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE EITHER GRADE 40OR 60. UNLESS OTHERWISE NOTED. SEE ENVIRONMENTAL REQUIREMENTSNOTE FOR SPLICE REINFORCING ONLY (SPIRAL TIES AND PRESTRESSINGSTRAND ARE UNCOATED FOR ALL ENVIRONMENTAL CLASSES).

STRAND NOMENCLATURE: S.R. = STRESS RELIEVED STRAND L.R.S = LOW-RELAXATION STRAND


CONCRETE PILE NOTES 27CJUNE 2014

BAR1/2" X 2" FLAT

8'-0"

5/8" DIA.

1/2" X 2" FLAT BAR

4'-4"

5/8" X 1 1/2" FLAT BAR

5/8" X 2" FLAT BAR

NOTES:

1. FAN GUARDS SHALL BE PLACED AT EACH END OF CANAL CROSSING.

2. FAN GUARD AND ALL MOUNTING BRACKETS TO BE HOT DIP GALVANIZED ANDMOUNTING HARDWARE TO BE STAINLESS STEEL.

3. 1/2" THICK NEOPRENE PAD TO INSULATE PIPE FROM CONTACT WITH ALL MOUNTINGHARDWARE, FAN GUARD HARDWARE, AND CONCRETE SURFACES.


FAN GUARD DETAIL 28JUNE 2014

x

IN 4" MAX. LAYERS

xxx x x x x x x

PROTECTIVE SLAB

MIN.

WELL TAMPEDBACKFILL PLACED

SEE

NOTE 2

VARIES

TOP OF PAVEMENTOR FINISHED GRADE

NOTES:1. CONCRETE PROTECTIVE SLAB SHALL BE 2500 P.S.I. WITH 6"X6"-10/10 W.W. MESH AND 12" MIN. BEARING EACH SIDE OF TRENCH.2. PROTECTIVE SLAB REQUIRED WHERE COVER FOR MAINS IS LESS THAN 30" AND LATERALS WHEN LESS THAN 24".

6"

6"

12"

6'6"

d+24"


PROTECTIVE SLAB FOR PIPE 29JUNE 2014

TEE BRANCH

SEWER MAINMAKE 4" SERVICE

SERVICE LATERALS SHALL TERMINATE AT P AT A DEPTH OF (3)FEET, PLUGGED

R/W OR EASEMENT LINE

MAX

.

60°

ROTATE BEND AS REQUIRED

LAY ON UNDISTURBED SOIL

WYE BRANCH

ROTATE BENDS AS REQUIRED

L

SLOPE UP TO P1/8"/FT. MIN.

L

L1/8"/FT. MIN.SLOPE UP TO P

WHERE GREATER SEWER DEPTHADDITIONAL RISER AND BENDALTERNATE:

FLOW

SANITARY

PROPERTY LINE

CONNECTION AT R/W LINE

AT PLUGELECTRONIC MARKER

WATERTIGHT AND MARKED WITH 2"x2" TREATED STAKE AND ELECTRONIC MARKER

NOTE:

4" MIN. SERVICE LINE (SINGLE CONNECTION)6" MIN. SERVICE LINE (DOUBLE CONNECTION)


TYPICAL SEWER SERVICE CONNECTION 30JUNE 2014

LATERAL24" MIN.

FIN. GRADEC LOW POINT OF SWALEL

HOUSE

PROPERTY LINE

TYPE "B" BEDDING(TYPICAL)

MIN. SLOPE1/8"/FT.

SEWERMAIN

ANGLE VARIES (ROTATE WYE BRANCHAND BEND AS REQUIRED)

TYPE "B-2" WELL COMPACTED SOIL BEDDING@ WYE & CURVE (TYPICAL)

DEPTH OF SEWER MAIN PERMITS.

MAINSEWER

WATERTIGHT P.V.C. STOPPER W/

PROPERTY LINE

STAKE AND ELECTRONIC MARKER(TYPICAL)

6"X6"x4"X4" P.V.C. "Y"FOR DOUBLE CONN.

NOTES:1.

2.

3.

INVERT OF LATERAL TO BE 36" FROM FINISHED GRADE EXCEPT ON " WATERLINE SIDE " OF STREET R/W WHERE IT SHALL DROP TO 48" AS SOON AS

THIS DETAIL TO BE USED WHEN TOP OF SEWER MAIN IS LESS THAN 7'-0"DEEP.INSTALL MAGNETIC MARKERS AT THE END OF EACH SERVICE LINE OROPPOSITE WYES AND RECORD LOCATION.

VARIES36

" MIN.

2"x2" STAKE

48" MAX.

4" SINGLE CONNECTION

6" DOUBLE CONNECTION

P.V.C. WYEOR T-WYE


SANITARY SEWER LATERAL DETAIL 31JUNE 2014

6"x4" - 45° P.V.C. WYE

C.L. OF RISER PIPE

6"

2'-6" M

IN.

P.V.C. CAP 6" P.V.C. MIN.AT TERMINUS

4"-45° P.V.C. ELBOWENCASEMENT. KEEP CLEARONE CUBIC YARD OF CONCRETE

FROM HORIZONTAL PIPE

C.I/ VALVE BOX AND LID

CONCRETE ALL AROUND

#4 ROD.

MATCH EXIST. SURFACE

COVER MARKED "S"

3"

6"

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.SEWER SERVICE CLEANOUT

(FOR TRAFFIC AREAS) 32JUNE 2014

CLEANOUT FRAME &

BEND

PLUG

2'-4"

2'-4"

COVER TO BE CLOW

CONCRETE ENCASEMENT

No. 5385 OR EQUAL

8" X 6" WYE BRANCH

6" X 30° L.R.

FINISHED GRADE

6"

1'-2"

SECTION

PLAN

6"6"

DEP

TH TO G

RADE


TERMINAL CLEANOUT DETAIL 33JUNE 2014

#4 @ 12" E.W.

No. 4 WIRE 3 x 6 MESH48" MAX.

30" MIN.

PER FT.

FINISH GRADE FRAME & COVER ( SEE DETAIL )

BRICK WITH MORTAR FINISH( 2 COURSES MIN., 5COURSES MAX. )

PRECAST REINFORCEDCONCRETE SECTION( KEYED TO LOWER WALL )

PIPE O.D. PLUS 4" ALLAROUND WITH KEYWAY

8" CONCRETE SLAB( MONOLITHIC POUR WITHFIRST WALL SECTION )

A.S.T.M. SPEC. 20 OR#4 @ 12" E.W.

BRICK RUBBLE BEDDEDAND COVERED WITH GROUT OR CONCRETESLOPE 3/4"

2'-0"

NOTES:

1. PROVIDE 0.1' DROP THROUGH MANHOLE.

2. PRECAST CONCRETE TYPE II, 4000 P.S.I.

3. "RAMNEK" OR EQUAL AT ALL RISER JOINTS (1/2" THICK WITH WIDTH AT LEAST 1/2 THEWALL THICKNESS) WITH GROUT ON INSIDE AND OUTSIDE.

4. ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON-SHRINKING GROUT.

5. FLOW CHANNELS SHALL BE CONSTRUCTED TO DIRECT INFLUENT INTO FLOW STREAM. (SEEDETAIL)

6. LIFT HOLES ARE PERMITTED.

7. ALL PIPE HOLES SHALL BE PRECAST OR CORE-DRILLED.

8. SAND COLLAR OR APPROVED RUBBER BOOT MUST BE USED WITH P.V.C. PIPE.

9. MANHOLE TO RECEIVE 2 COATS WATER BASED EPOXY (PRO TECH EW-1 OR APPROVED EQUAL)ON THE INTERIOR AND EXTERIOR. TERMINAL MANHOLES, i.e. THE LAST MANHOLE PRIOR TODISCHARGE TO A LIFT STATION, SHALL RECEIVE 2 COATS OF WATER BASED EPOXY ON THEEXTERIOR (PRO TECH EW-1 OR APPROVED EQUAL) AND 120 MILS OF REZCLAD 1255-AROR MIN. 1/2" SEWPER COAT OR IET SYSTEMS COATING (10 MILS PRIMARY COAT, 30 MILSINTERMEDIATE COAT, 5-10 MILS FINISH COAT) TO THE INTERIOR.

6" 8"

4'-0" MIN.

PRECAST RING OR

DEP

TH G

REA

TER THAN 6

'-0"


STANDARD MANHOLE 34JUNE 2014

8"

MIN.2'-0"

( MONOLITHIC POUR WITH8" CONCRETE SLAB

#4 @ 12" E.W.

18" MIN.

24" MAX.

6'-0" U

SE S

TANDARD M

ANHOLE

IF D

EPTH

TO INVE

RT IS G

REA

TER THAN

MINIMUM D

EPTH

4'-0"

4'-0"

6"

( 2 COURSES MIN., 5BRICK WITH MORTAR FINISH

COURSES MAX. )

PRECAST RING OR

PRECAST REINFORCED

( KEYED TO LOWER WALL )CONCRETE SECTION

A.S.T.M. SPEC. 20 ORNo. 4 WIRE 3 x 6 MESH

#4 @ 12" E.W.

GROUT OR CONCRETE

BRICK RUBBLE BEDDEDAND COVERED WITH

PIPE O.D. PLUS 4" ALLAROUND WITH KEYWAY

FIRST WALL SECTION )

NOTES:











SHALLOW MANHOLE 35JUNE 2014

8"8"

8"

12 1/4"

3"

TRAFFIC AREA

FINISHED PAVEMENT MIN.

FINISHED GRADE

SET FRAME IN MORTAR BEDOR NON-SAG COLMA BED SEALER

MANHOLE RING AND COVER - TRAFFIC BEARING

DIA.

PRECAST CONC.MANHOLE

3/4" SLOPE

SMOOTH FINISH 1/2"CEMENT MORTAR INSIDEAND OUT OF BRICK ORCONC. GRADE RINGS.

STANDARD PRECASTFLAT TOP w/ ECCENTRICOPENING

CONCRETE OR MORTARBENCH & CHANNELSTROWEL FINISH

2'-0"

'

4'-0"

VARIES

6"

18"

NOTES:


2. PRECAST CONCTETE MANHOLES SHALL CONFORM TO ASTM C478, SHALL BE TYPE II ACIDRESISTANT CEMENT AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI IN28 DAYS.

3. USE ONLY WHERE APPROVED AND SPECIFIED ON PLANS.









FLAT TOP PRECAST MANHOLE 36JUNE 2014

NOTES:

1. ALL INVERT CHANNELS ARE TO BE CONSTRUCTED FOR SMOOTH FLOWWITHOUT OBSTRUCTION.

2. PROPERLY SHAPED SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPESWITH DIFFERENT INVERT ELEVATIONS TO PROVIDE FOR SMOOTH FLOWS.

3. BRICK AND CONCRETE RUBBLE PERMITTED AS FLOW CHANNEL BUILDUP.

4. SIDEWALLS OF FLOW CHANNEL SHALL BE AT LEAST HALF OF PIPEHEIGHT AT ALL POINTS.


INVERT FLOW CHANNEL DETAIL 37JUNE 2014

6"FINISHED GRADE

5'x 5'x 6" THICKCONCRETE COLLARWITH WIRE MESHREINFORCING.

OR5'x 5'x 8" COLLARWITHOUT REINFORCING.

PICK HOLE

SEWER

SANIT YRA

NOTES:

1. COLLAR IS REQUIRED ONLY WHEN MANHOLE IS OUT OFPAVEMENT.

2. MINIMUM WEIGHTS: COVER - 160 LBS., FRAME - 240 LBS.

3. FRAME AND COVER SHALL BE U.S. FOUNDRY 420-C ORAPPROVED EQUAL.

4. MANHOLE COVER SHALL HAVE THE WORDS "SANITARY SEWER"CAST IN METAL.

5. MANHOLE COVER SHALL MEET H-20 TRAFFIC LOADING.

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.SANITARY SEWER MANHOLE

FRAME AND COVER 38JUNE 2014

NOTES:

1. ALL DETAILS AND SPECIFICATIONS FOR STANDARD MANHOLES AREAPPLICABLE EXCEPT FOR REFERENCES TO DROP ASSEMBLY AND COATINGS.

2. THE PRECAST BASE SHALL EXTEND FULLY UNDER THE DROP ASSEMBLY.

3. MASONRY CONSTRUCTION ABOVE THE EXTENDED PRECAST BASE ISPERMISSIBLE IF FILLED WITH CONCRETE.

4. BRICK AND CONCRETE RUBBLE ARE PERMITTED AS FILLER IN DROPENCASEMENT.

5. DROP CONNECTIONS SHALL BE REQUIRED WHENEVER AN INFLUENT INVERTIS LOCATED 2.0 FEET OR MORE ABOVE THE MAIN INVERT CHANNEL. DROPCONNECTIONS SHOULD NOT BE DESIGNED FOR LESS THAN A 24-INCHDROP.

6. SOLVENT TYPE JOINT P.V.C. FITTINGS MAY BE UTILIZED IN THE DROPASSEMBLY ONLY.

7. EXTERIOR TO RECEIVE 2 COATS OF WATER BASED EPOXY (PRO TECHEW-1 OR APPROVED EQUAL) AND INTERIOR TO RECEIVE COATING OF 120MILS OF REZCLAD 1255-AR OR MIN. 1/2" SEWPER COAT OR IETSYSTEMS COATING (10 MILS PRIMARY COAT, 30 MILS INTERMEDIATE COAT,5-10 MILS FINISH COAT)

6" 8"

4'-0" MIN.

6"

5" MAX.

CL160 PVC 45° BEND

TWO STAINLESS STEEL STRAPSANCHORED TO MANHOLE WITHSTAINLESS STEEL FASTENERS

CORE DRILL MANHOLEGROUT IN BOOT OR SANDCOLLAR COUPLING WITHNON-SHRINK GROUT

DROP BOWL


DROP MANHOLE AND SERVICE DROP 39JUNE 2014

SYSTEMGRAVITY

FORCE MAIN

MANHOLE

6' M

AX.

NOTES:

1. FORCE MAIN TO ENTER MANHOLE AS CLOSE AS POSSIBLE TO 180° TOGRAVITY OUTLET.

2. THE INVERT LEVEL OF FORCE MAIN AT POINT OF ENTRY SHALL BE 6"ABOVE INVERT OF MANHOLE.

3. CORE ENTRY ONLY INTO EXISTING MANHOLES. SAND COLLAR ORAPPROVED RUBBER BOOT MUST BE USED WITH PVC PIPE.

4. FLOW CHANNEL REQUIRED.

5. EXTERIOR TO RECEIVE 2 COATS OF WATER BASED EPOXY (PRO TECHEW-1 OR APPROVED EQUAL) AND INTERIOR TO RECEIVE COATING OF120 MILS OF REZCLAD 1255-AR OR MIN. 1/2" SEWPER COAT ORIET SYSTEMS COATING (10 MILS PRIMARY COAT, 30 MILS INTERMEDIATECOAT, 5-10 MILS FINISH COAT).

C-900 PVC PIPE (DR-14)(MECHANICALLYRESTRAINED)


FORCE MAIN ENTERING SHALLOW MANHOLE 40JUNE 2014

PLUG

TEE

GRAVITYSEWER

FINISH GRADE OR PAVEMENT

FORCE MAIN

6" WIDE X 1/2" THICKSTAINLESS STEEL BRACE

3/4" STAINLESS STEELANCHOR

4' MIN.30

" MIN

NOTES:

1. DROP PIPE AND FITTINGS MUST BE PVC.


3. "RAMNEK" OR EQUAL AT ALL RISER JOINTS (1/2" THICK WITH WIDTH ATLEAST 1/2 THE WALL THICKNESS) WITH GROUT ON INSIDE AND OUTSIDE.

4. ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON-SHRINKINGGROUT.

5. FLOW CHANNELS SHALL BE CONSTRUCTED TO DIRECT INFLUENT INTO FLOWSTREAM. ( SEE DETAIL )



8. SAND COLLAR OR APPROVED RUBBER BOOT MUST BE USED WITH PVC PIPE.

9. EXTERIOR TO RECEIVE 2 COATS OF WATER BASED EPOXY (PRO TECH EW-1OR APPROVED EQUAL) AND INTERIOR TO RECEIVE COATING OF 120 MILS OFREZCLAD 1255-AR OR MIN. 1/2" SEWPER COAT OR IET SYSTEMS COATING(10 MILS PRIMARY COAT, 30 MILS INTERMEDIATE COAT, 5-10 MILS FINISHCOAT).

PROVIDE MIN.1/4"x2" STAINLESSSTEEL STRAPS w/STAINLESS STEELANCHORS (MIN. TWO)

PUSH-ON JOINTS

ONE LENGTH OF C-900PVC PIPE (DR-14)

CORE HOLE & SEALWITH NON-SHRINK GROUT

90° BEND, ROTATEIN DIRECTION OFGRAVITY SEWER


FORCE MAIN ENTERING DEEP MANHOLE 41JUNE 2014

PUMP #

2PUMP #

1

MIN.

12"

3'-0"

3'-0"

CONC. PED

ESTA

L12'H x 5

'W x 6

" TH

ICK

(5' BURY). CHAMFER A

LLEX

POSE

D C

ONC. ED

GES

10'-0" A

CCES

S DRIVE

E.O.P.

E.O.P.

NOTES:

1.ACCES

S ROAD S

HALL C

ONSIST O

F:•12" TH

ICK S

TABILIZED

SUBBASE

, STABILIZED

TO N

OT LESS

THAN 5

0 FB

V AND C

OMPACTED

TO N

OT LESS

THAN 9

8% M

AXIMUM D

ENSITY A

S DETER

MINED

BY

AASH

TO T-180

•8" THICK R

OCK B

ASE

, COMPACTED TO N

OT LESS

THAN 9

8% M

AXIMUM D

ENSITY A

SDETER

MINED

BY

AASH

TO T-180

•8" THICK C

ONCRETE w/FIBER

GLASS

MES

H R

EINFO

RCEM

ENT.

2.PUMP M

ANUFA

CTU

RER

SHALL P

ROVIDE TEMPORARY

4", 0-

60 psig, O

IL FILLED P

RES

SURE GAUGE

FOR S

TART UP.

CONSTRUCTION O

F VA

ULT S

HALL B

E PREC

AST

CONCRETE, P

OURED

IN P

LACE CONCRETE, O

RCONCRETE BLOCK, ALL W

ITH S

TEEL R

OD

REINFO

RCEM

ENT. (MIN. WALL THICKNES

S 5")

X

X X X X

XX

XX

XX

X

XXXX

XX

X

MIN. 4

FT. CLEAR A

LLAROUND EASE

MEN

TFO

R M

AINTENANCE

1" H

OSE

CONNEC

TION &

3/4"

HOSE

BIBB (LOCATE IN A

NY

CORNER

, COORDINATE W

/ O

WNER

)

1" W

ATER S

ERVICE

(2) 2" A

.R.V. w/DOUBLE

STRAP TAPPING S

ADDLES

6' H

IGH

CHAIN-LINK

FENCE

3'-6"

4'-0"

12"

6" (typ)

ALL

AROUND

TOOUTSIDE

EDGE OF

SLAB O

NGRADE

CONTR

OL

PANEL

6' D

IA.

WET W

ELL

GRAVITY S

EWER

C-90

0 PVC

DR-14

1" R

PZ

BACKFLOW A

SSEM

BLY

RTU

METER

PRIMARY

DISCONNEC

T

VENT

4" EMER

GEN

CY

BY-

PASS

90° ELB

OW (UP)

90° ELB

OW

GATE V

ALVE w/ B

OX

DOUBLE S

TRAP TAPPING

SADDLES, 1/2" S

.S. BALL

VALVES

AND P

LUGS

FOR

PRES

SURE GAUGES

12"

MIN

12"MIN

12"MIN

12"

MIN

D.I.P.

FORCE

MAIN

TEE

(TYP

)

(2) 6' W

IDE

GATES

CEN

TERED

ON W

ET W

ELL

℄ W

ET W

ELL

℄ WET WELL

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No. TYPE "A" - TYPICAL

LIFT STATION SITE PLAN LAYOUT 42JUNE 2014

6" 2'-6"

6" M

IN.

8" M

IN.

6'-0" M

IN.

12"

2'-6"

6"

1'-6"

12"

2'-0"

12"

1'-6"

8"MIN.

PUMPS

OFF EL.

1st PUMP S

TART EL.

2nd PUMP S

TART EL.

ALARM EL.

INVE

RT EL.

MIN.

MIN.

MIN.

MIN.

MIN. 12"

MIN.

6"

8'-0" M

IN. FO

R

NOTE

:

1.WET W

ELL TO

REC

EIVE

MIN. 120

MILS

OF REZ

CLAD

1255

-AR O

R M

IN. 1" S

EWPER

COAT OR IET S

YSTEMS

COATING (MIN. 5

MILS

PRIMARY

COAT, M

IN. 50

MILS

INTERMED

IATE C

OAT, M

IN. 5

MILS

FINISH C

OAT)

2.VA

LVE PIT TO R

ECEIVE

2 C

OATS W

ATER B

ASE

D EPOXY

.3.

FLOATS S

HALL B

E ANCHOR S

CIENTIFIC S

30N0

ROTO

-FLOATS O

R EQUAL.

STAINLESS

STEEL C

ABLE S

UPPORT MOUNTED

ON H

INGED

SIDE OF HATC

H. 2n

d SU

PPORT

MOUNTED O

PPOSITE ELECTR

ICAL PANEL.

PRIMARY

DISCONNEC

T,METER

& RTU

6"BACKUP S

TART EL.

100

YR.

FLOOD

ELEV

.____

(ENGINEER TO

PROVIDE)

TOP O

FSTATION

ELEV

____

(2) 2" A

.R.V. w/DOUBLE

STRAP TAPPING S

ADDLES

C-90

0 PVC

DR-14

(MIN.) INFLUEN

T

6" FINISH S

LAB

FIBER

GLASS

MES

HREINFO

RCED

(TYP)

ALUMINUM H

ATC

H w

/STAINLESS

STEEL

HARDWARE. W

ETWELL

HINGED

DOOR TO

OPEN

TOWARD P

ANEL

ALUMINUM H

ATC

H w

/STAINLESS

STEEL H

ARDWARE.

WETWELL HINGED

DOOR TO

AWAY

FROM P

ANEL

4" R

ETURN B

END D

IP

4" C

OMPANION FLANGE

w/ H

ARDWARE CLOTH

.

BRASS

MALE

COMPANION FLANGE

w/ C

AM-LOK

EMER

GEN

CY

BY-

PASS

CONC. PED

ESTA

L

CONTR

OL PANEL

GATE V

ALVE

___" D.I.P.

GATE V

ALVE

HORIZ. SW

ING C

HEC

K V

ALVE w/

LEVE

R A

ND W

EIGHT.

SLOPE FILLET 1/4"

PER

FOOT

DOUBLE S

TRAP TAPPING S

ADDLES, 1/2" S

.S.

BALL V

ALVES

AND P

LUGS

FOR P

RES

SURE GAUGES

___" D.I.P.

2" P

VC D

RAIN

W/ P

-TR

AP

LIFT C

ABLE B

ASE

AND FIRST W

ALL

SECTION -

MONOLITH

IC P

OUR.

BASE

THICKNES

S INCREA

SED A

SNEC

ESSA

RY

TO P

REV

ENT FLOTA

TION

MINIMUM 1/2" S

TAINLESS

STEEL BOLTS

w/ N

UTS

AND W

ASH

ERS, C

OATED

WITH H

EAVY

BITUMASTIC

AFTER

FINAL ASS

EMBLY.

6" D

ISCH. PIPING

ALL FORCE MAINS

TO H

AVE

TEE,

PLUG &

EXTEN

SION TO W

ITHIN

2' O

F BOTTOM O

F WETWELL

POWER

CABLE

LEVE

L CONTR

OLLER

S

CAULK W

ATERTIGHT

AFTER

INSTALLATION

2" D

IA. SLEEVE

SFO

R C

ONDUITS

( 3

REQ

'D. )

TEE

w/

PLUGSE

AL

CABLES

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.TYPE "A" - TYPICAL

LIFT STATION (SECTION) 43JUNE 2014

1.00"

2.00"

30.00"

2.00"

2.00"

3.00"

2.00"

1/2" THICK STEEL PLATE

3/4" DIA. HOLE(TYP)(4 PLACES)

NOTE: 6 RETAINER STRAPS PER JOINT.

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.TYPE "A" - WET WELL SECTION

RETAINER STRAP 44JUNE 2014

ALL AROUNDKEYWAY-2"X4"

WALL BASTM C76 CLASS III

MIN. TREMIE POUR

SECTION

8" MIN.

T & G W/RAMNEK O/E

MINIMUM 1/2" STAINLESS STEEL BOLTSW/NUTS & WASHER COAT W/ HEAVYBITUMASTIC AFTER FINAL ASSEMBLY

INFLUENT

#5 @ 12" O.C., EWUPPER & LOWER

GROUT FILL

15"

18"

REINFORCEMENT PER

MIN.

MIN.

6'-0" MIN. AS NECESSARY TOPREVENT FLOTATION.

NOTES:

1. CONCRETE WETWELL SECTIONS SHALL BE CONNECTED BY STEEL STRAPS, SIX PER JOINT.CONTRACTOR SHALL SUBMIT METHOD TO UTILITIES FOR APPROVAL ALONG WITH SHOP DRAWING.

2. SEE TYPICAL LIFT STATION DETAILS FOR ADDITIONAL DESIGN AND CONSTRUCTION STANDARDS.

3. TREMIE SEAL MINIMUM 5'-0" THICK.

4. DESIGN CALCULATIONS TO BE SUBMITTED FOR APPROVAL.

5. WET WELL TO RECEIVE MIN. 120 MILS OF REZCLAD 1255-AR OR MIN. 1" SEWPER COAT OR IETSYSTEMS COATING (MIN. 5 MILS PRIMARY COAT, MIN. 50 MILS INTERMEDIATE COAT, MIN. 5 MILSFINISH COAT)

PAINT OUTSIDE OFWETWELL W/2 COATSHEAVY BITUMASTIC

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.TYPE "A" - LIFT STATION

TREMIE POUR DETAIL 45JUNE 2014

PUMP DATA:

OPERATING CONDITIONS:

WET WELL:

ELECTRICAL:

MANUFACTURER,

MOD. No., IMP. No., MOTOR,

RPM, PHASE, 60 HERTZVOLTS,

GPM AT

SIZED FOR MINIMUM PUMP CYCLE TIME OF 10 MINUTES AND A MAXIMUMOF 6 PUMP STARTS PER HOUR. WORKING DEPTH FT. WORKINGVOLUME GALS.

FEEDERS AND CONDUIT MAIN SWITCH POLES AMPS

TDH.

HP,

GPM AT TDH.PUMP NO. 1

GPM AT TDH.PUMP NO. 2

NOTE:

THE FOLLOWING VOLTAGE STANDARDS FOR LIFT STATION PUMPS ARE REQUIRED PERFPL AND MCU:

WHERE 3-PHASE POWER IS AVAILABLE• LESS THAN OR EQUAL TO 20 HP: 120/230 3-PHASE, 4 WIRE, OPEN DELTA• MORE THAN 20 HP: 277/480 3-PHASE, 4 WIRE, OPEN DELTA• COORDINATE WITH FPL FOR SUPPLY

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.TYPE "A" - REQUIRED

LIFT STATION INFORMATION 46JUNE 2014

7 1/

2"

LC

COVER

DROP HANDLE

NOTES:

1. COVER TO BE ALUMINUM DIAMOND PLATE, HINGED, TRAFFICBEARING WITH POSITIVE LOCKING ARM AND LOCKING HASP.

2. MINIMUM COVER DIMENSIONS - - - 30"x 48"

3. COVER SHALL BE CAST IN PLACE (BILCO TYPICAL).

4. SPLIT COVER IS ACCEPTABLE FOR LARGER SIZES.

5. RECESSED HASP IS REQUIRED IN WALKWAYS AND TRAFFIC AREAS.

6. LID TO BE H-20 LOADING.

7. HANDLE TO BE SECURED BY STAINLESS STEEL NUTS.


TYPE "A" - STANDARD ALUMINUM COVER 47JUNE 2014

5'-6" +

/- 6

"

8"

6"

6"

MIN. 5' D

EEP

PRECAST CONCRETE SUPPORT PLANK12' H x 5' W x 6" THICK w/ #4 REBAR @ 12" O.C.3/4" CHAMFER ON ALL EXPOSED EDGES.

NOTES:

1. ELECTRIC METER AND PRIMARY DISCONNECT MOUNTED ON BACK SIDE OF PANEL.2. EMERGENCY GENERATOR RECEPTACLES: RUSSELL & STOLL, JRSB 1044FR (FOR 100 amp SERVICE),

2044FR (FOR 200 amp SERVICE).3. ALL POWER AND CONTROLS LINES SHALL BE CONTINUOUS (NO SPLICES).4. POWER SUPPLY MECHANICALLY INTERLOCKED.5. PHASE MONITOR ON ALL THREE PHASES (480 & 230 3Ø); VOLTAGE MONITOR REQUIRED ON 1Ø.6. GROUND FAULT INTERRUPTER ON CONVENIENCE RECEPTACLE.7. 1.5 K.V.A. TRANSFORMER IN ALL CONTROL PANELS.8. PANEL MOUNTED TO S/S UNI-STRUT BY WELDED TABS.9. CONTROL PANEL SHALL BE UL LISTED AS A UNIT.10. TELEMETRY CONDUIT SHALL BE INSTALLED BY THE CONTRACTOR WITH SWEEP 90 DEGREE BEND.11. ALL HARDWARE, NUTS & BOLTS, AND APPURTENANCES ABOVE GROUND SHALL BE 316 STAINLESS

STEEL.12. ALL CONDUIT NOT ENTERING WETWELL SHALL BE SCHEDULE 80 P.V.C.13. PANEL MOUNTING SHALL ALLOW FOR UNRESTRICTED VIEW OF ALARM LIGHT.14. MOUNT RTU PANEL TO ALLOW FOR UNRESTRICTED LINE-OF-SIGHT TO ANTENNA FROM ALL

DIRECTIONS.15. INSTALL PANFLEX STRAIN RELIEF ON PUMP POWER LEADS IN J-BOX JUST ABOVE SLAB ON GRADE

(THOMAS AND BETTS OR APPROVED EQUAL)16. INSTALLATION IS NOT CLASSIFIED. SEALOFFS ARE USED SOLELY FOR THE PURPOSE OF LIMITING

CORROSIVE CHEMICALS INTO THE ELECTRICAL EQUIPMENT.

TO WET WELL

#4 @ 12"O.C.E.W.

FLASH RED WARNING LIGHTWITH AUDIBLE ALARM

STAINLESS STEEL SERVICEPANEL (DEADFRONT)

GENERATOR RECEPTACLE

J-BOX, S.S. OR ALUMINUM, WITHCROUSE HINDS OR APPROVED EQUAL.SEALOFFS ON TOP OF BOX TO LIMITCORROSION IN TO PANEL. SEALS ATSEALOFFS TO BE POURED EPOXY.

TO POWER SOURCE

FINISH GRADE

TO BACKFLOWPREVENTER

TO VALVE PIT

TO RTU

SPARE

5/8" Ø S.S. EYEBOLT, THRUBOLTED WITH S.S. FENDER

WASHER & S.S. NYLOCK NUTON OPPOSITE SIDE OF CONC.

PEDESTAL FOR SAFETYLANYARD SYSTEM


TYPE "A" - TYPICAL LIFT STATION CONTROL PANEL 48JUNE 2014

PRIMARY DISCONNECT

LIGHTNING ARRESTER

1 - #6 IN 3/4" CONDUIT

BRASS GROUNDING ROD CLAMP

FIN. GRADE

TO F.P. & L. CO. SERVICE HANDHOLE/POLE

COPPER WELL GROUND ROD3/4" X 8'-0" LONG

BACK VIEW OF L.S. CONTROL PANEL

SURGE ARRESTOR

NOTES:

1. NO PENETRATION THROUGH PANEL TOPS.

2. TWENTY INCHES ON RIGHT SIDE OF SUPPORT PLANK (MEASURED FROMINSIDE EDGE OF RIGHT BEVEL) IS RESERVED FOR RTU AND ACCESSORIES.

PRECAST CONCRETESUPPORT PLANK

FEEDERS & CONDUITSCH. 80 PVC, TYP.UNLESS OTHERWISECALLED OUT.

RTU (16"x16")

S.S. CONTROL PANEL MOUNTED ONOPPOSITE SIDE OF CONCRETESTRUCTURE

F.P. & L. CO.SERVICE METER CANPER FPLREQUIREMENTS

20"

4' TO 5'


TYPE "A" - LIFT STATION (CONTROL CENTER) 49JUNE 2014

ENCLOSURE & DEADFRONT LAYOUT

OL RESETSRESET RESET

BREAKERS

GR

OFF

ON

OFF

ON

ENCLOSURE & DEADFRONT LAYOUT

TOTAL TIME DELAY

PS1

T1

LIQUID LEVELCONTROL

LIQUID LEVELCONTROL

16

TERMINALS

OFF ONRELAY ON

5122561286432

T2

IN SECONDS

COMBINE FOR

21

84

F1-7

190-270 VAC3O 50/60 HZ

MIN MAX

PHASE SEQUENCE ANDLOSS MONITOR

FA,FB,FC

GROUNDBUS

PDB

OFF

ON ON

OFF

BACKPLATE LAYOUT

R1 R2 R3 R4

MS1 MS1RBSFR2SFR1RSPR

MOTORGF

MONITOR

MOTORGF

MONITOR

NOTE:

PANEL PILOT DEVICESPER CONTROL PANELSCHEMATIC DIAGRAM

BREATHER BOXLEVEL XDUCER

(DOOR SHOWN OPEN)

HUBSTYP.

RDC

BATT BATT

SILENCEBUTTON

LIGHT LIGHT

LIGHT LIGHT

LIGHT LIGHT

SWITCH SWITCH

SWITCH

SWITCH

EP SEALOFFS, TYP. FOR ALLCONDUITS ENTERING WETWELL

AH

AL

3-POINTLATCH

DRIP SHIELD

INTRUSIONSWITCH

ISR ISR ISR ISR ISR

SFM SFM TD

FUSE

XFMR

FUSE_BLOCK

PM

MCB ECB

PCB1,2QOU1

QOU1

QOU1

TERMINALS

2" C, TO POWER SOURCE

NEMA 4X 304 S.S. JUNCTION BOX10"H X 24"W X 6"D W/ SUBPANELU.L. 508

1" C, TO RTU

3/4" C, TO VALVE PIT

3/4" C, TO BACKFLOW PREVENTER

CR GFI


TYPE "A" - LIFT STATION CONTROL PANEL 50JUNE 2014

ALL CONDUITS ENTERING THE WETWELL SHALL PVC COATED RGS, SIZED PER PLANS,3.PERMACOAT, ROBROY OR AN APPROVED EQUAL.

ALL CONTROL CIRCUITS ENTERING WETWELL SHALL BE INSTALLED THROUGH INTRINSICALLY4.SAFE RELAYS, PHOENIX CONTACT OR TURCK, OR AN APPROVED EQUAL.THE PUMP MOTOR CIRCUITS SHALL BE INSTALLED WITH GROUND FAULT MONITORS,5. AS MANUFACTURED BY BENDER OR AN APPROVED EQUAL.

LIFT STATION CONTROL PANEL NOTES1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND

APPLICABLE LOCAL CODES. THE PANEL MAKER SHALL BE A U.L. LISTED SHOP.

2. THE CONTROL PANEL SHALL BE FURNISHED COMPLETELY ASSEMBLED AND WIRED WITH THE FOLLOWING MINIMUM FEATURES:

A. ENCLOSURE SHALL BE STAINLESS STEEL, MODIFIED NEMA 3R, 14 GAUGE, TYPE 304 SS,WITH WELDED SEAMS AND DRIP SHIELD. ALL HARDWARE SHALL BE STAINLESS STEEL. PROVIDEBLANK OUTSIDE DOOR WITH PIANO HINGE, NEOPRENE GASKET, 3 POINT CAPTIVE LATCH WITHNYLON ROLLERS OPERATED FROM A SINGLE PADLOCKABLE HANDLE, WITH DRAWING POCKET.PROVIDE ALUMINUM DEAD FRONT HINGED INNER DOOR FOR MOUNTING CONTROL COMPONENTS;EXTEND CIRCUIT BREAKER HANDLES, RESET BUTTONS, ETC. THROUGH THE DEAD FRONT INNERDOOR. PROVIDE SUB PLATE OF ENAMELED STEEL OR ALUMINUM.

B. MAIN BREAKER, MECHANICALLY INTERLOCKED WITH EMERGENCY BREAKER.GROUND BUS.SEPARATE CIRCUIT BREAKERS FOR THE CONTROL CIRCUITS ETC.20A DUPLEX RECEPTACLE, GFI, WITH SEPARATE BREAKER.SURGE ARRESTER ON THE INCOMING POWER FEEDER

POWER MONITOR WHICH DISCONNECT THE CONTROL POWER FOR ABNORMAL POWER CONDITIONSINCLUDING VOLTAGE DEGRADATION OR PHASE LOSS AND WILL AUTOMATICALLY, WHEN POWERRETURNS, RETURN TO NORMAL. EQUAL TO DIVERSIFIED SLA SERIES.

PROVIDE SQD NEMA SIZED STARTER CONTROLLER WITH OVERCURRENTPROTECTION, SHORT CIRCUIT PROTECTION AND DISCONNECT FOR EACH MOTOR.HOA, MAINT.LIGHT SW. AND PILOT LIGHTS

ALL SELECTOR SWITCHES, PUSH BUTTONS, AND PILOT LIGHTS SHALL BE THE HEAVY DUTY,OIL TIGHT, EQUAL TO SQ.D. TYPE K. ALL PILOT LIGHTS SHALL NOT BE TRANSFORMER TYPE

120V/12V POWER SUPPLY FOR THE FLOAT TYPE LEVEL SWITCH RELAYS AND ANALOG SIGNAL.SURGE CAPACITOR ON THE LOAD SIDE OF THE MAIN BREAKER EQUAL TO GE 9118BAB301.NUMBERED WIRES AND CORRESPONDING TERMINALS. COLOR CODED WIRING TO DISTINGUISHPANEL WIRING OF DIFFERING VOLTAGES AND INCOMING FOREIGN CIRCUITS.

M.L.K.

J.

H.

G.

F.

I.

E.D.C.

AND NOT BE PRESS TO TEST.

N.SIGNALS TO THE WWTP COMPUTER SYSTEM USING THE OWNER'S AND I/O SYSTEM.CONTROL PANEL AND RTU SHALL BE PROVIDED AND CONFIGURED TO SEND & RECEIVE

ALL CONFIGURATION AT THE CONTROL COMPUTER SHALL BE PROVIDED SEPARATELYBY THE OWNER. CONFIGURATION, STARTUP, TESTING AND CHECK-OUT SHALL BE PROVIDEDBY THE RTU MANUFACTURER. CONTRACTOR SHALL PROVIDE AND INSTALLRADIO/MODEM AND I/O SYSTEM IN AGREEMENT WITH THE OWNER'S STANDARD


TYPE "A" - LIFT STATION CONTROL PANEL NOTES 50AJUNE 2014

CONTINUED ON 51A

R4

R311

12

ALARM SILENCE

RSSW4

RS

14 S

13

RTU POWER

PCB2

PCB1

FX3

2

2

R2

R1

1

2

PM

CCB

RB

RB

SW2

SW1

7

3

8

4

CRCB

15 AMP

RTUCB

SW3

OFF-ON

PDB FX2

FX1

480 / 240 VAC

3 WIRE3 PHASE

GROUND BAR

ECB

INTERLOCK

MCB

FB

FC

FA

MS2

MS1

PUMP 1 ON

17

2

13

1

189

145

PUMP 2 ON

OL2 10

OL1 6

MOTOROLA ACE RTU

CR

1.5 KVA

MAINT. LIGHT

(FLUORESCENT)

480/240 VAC

1 L1

XF1

GOOD POWER

GFI

P

N

120 VAC

2

1 AMP

1 AMP

1 AMP

MS2

MS1

1

1

GFM1

GFM2

GFM1

GFM2

28

29

PM

FLA:HP:M

FLA:HP:M

MT

MT

GPL

R

GPL

GPL

LAGR

VHOA

VHOA

AL

H

R

SC

NOTE:COORDINATE PANEL WIRING, GR RECEPTACLE WIRING, AND ENGINE-GENERATOR WIRING SUCHTHAT THE CENTER WIRE ON THE BREAKER AND AT ALL POINTS IS THE HIGH LINE.

NEUTRAL

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No. TYPE "A" - LIFT STATION CONTROL PANEL

WIRING DIAGRAM (480 / 240 V, 3-PHASE, 3 WIRE) 51JUNE 2014

CONTINUED ON 51B

CONTINUED ON 51

SFM2

1

+12 VDC

1

1

SFM2

12 VDC+ -

PS1

21

20

1SFM1

12

11

6SFM1

28

19

16

15

57

MOTORTO

RUNNING IN BACKUP

PUMP 2 SEAL FAIL

RSFR2

RB

SFR1R

-12 VDC

N

N

N

PUMP 1 SEAL FAIL

57

82

6

18

17

16

15 TOMOTOR

N

N

ISR3

FS 4

BACKUP

87

RDC

67 68

PL

A

PL

A

PL

A

TDV

BACKUP

SW5

XOENABLE DISABLE

TO PAGE 51C

BATT12 VDC

+ -

21

+ - 43

H N 1112

FU3 1 AMP

316

TD1

5

2 10

32

ISR3

N120 V

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.TYPE "A" - LIFT STATION CONTROL PANEL

WIRING DIAGRAM (480/240 VOLT, 3 PHASE, 3 WIRE) 51AJUNE 2014

CONTINUED ON 51A

100 mAFU7

FU6

FU5

FU4

100 mA

100 mA

100 mA

22

18

14

10

36 21 SPARE

35

34

17

13

33 9 PT SLOT 1

for self-powered loops.* Removeable jumper

23*

24

19

15

11

*

*

20

16

*12

- 12 VDC

FUTURELEVEL XMTR

ISR1 CHANNEL A

FS 1

ALL OFF

21

ISR1 CHANNEL B

FS 2

LEAD ON

43

+ 12 VDC

63 64

61 62

FORCEMAIN

PT

WATER

MOTOROLA ACE RTU

AI-4+(38)

AI-3+(36)

AI-2+(34)

AI-1+(32)

AI-4-(39)

SLOT 1

AI-3-(37)

AI-2-(35)

AI-1-(33)

5

8

7

27

26

4 23

24 R2

ALARM HORN CMD

ALARM LIGHT CMD

R4

R3

PUMP 1 CMD

PUMP 2 CMD

R1SLOT 1

NO1(20)

COM2 (24)

COM4 (30)

COM3 (27)

COM1 (21)

MOTOROLA ACE RTU

NO2(23)

NO4(29)

NO3(26)

4225

ISR2 CHANNEL A

FS 3

LAG ON

65

ISR2 CHANNEL B

FS 5

HIGH ALARM

109

69 70

65 66

BLU-2BLU-1

BLU-4

BLU-15

BLU-17

BLU-3

BLU-14

BLU-16

BLU-26BLU-

BLU-27E

BLU-29BLU-

BLU-30BLU-

BLU-31BLU-13

+ 12 VDCRTU Power Supply

- 12 VDCRTU Power Supply


WIRING DIAGRAM (480/240 VOLT, 3 PHASE, 3 WIRE) 51BJUNE 2014

Wire #s 37-39, 57-59 not used

SPARE

SW2

SFR2

DOOR OPEN

23

LS

RP

SW1OOX

SFR1

MS1

41

40

39

38

24

22

56

54

55

53

37

36

35

34

33

32

31

30

29

28

OOX

RB52

51

50

49

48

MS246

47

45

44

43

27

26

25

42

41

40

SLOT 1

ISR1, CHNL. A

ISR1, CHNL. B

ISR2, CHNL. A

ISR2, CHNL. B

RDCN.O.

D16 (16)

D14 (14)

D15 (15)

D13 (13)

D11 (11)

D12 (12)

D10 (10)

D8 (8)

D9 (9)

D7 (7)

D6 (6)

D5 (5)

D4 (4)

D3 (3)

D1 (1)

D2 (2)

SLOT 1

SW5OX

TO PAGE 51B

+ 12V RTU Power Supply

BLU-5

BLU-13

BLU-6

BLU-7

BLU-8

BLU-9

BLU-10

BLU-11

BLU-12

BLU-18

BLU-19

BLU-20

BLU-21

BLU-22

BLU-23

BLU-24

BLU-25

HIGH ALARM

LAG ON

LEAD ON

ALL OFF

PUMP 1 RUNNING

PUMP 2 RUNNING

SEAL FAILURE PUMP 1

PUMP 1 IN AUTO

PUMP 2 IN AUTO

CONTROL POWER 120VAC

RUNNING IN BACKUP

INTRUSION ALARM

12v DC POWER ON

SEAL FAILURE PUMP 2

BACKUP DISABLED

SPARE


WIRING DIAGRAM (480/240 VOLT, 3 PHASE, 3 WIRE) 51CJUNE 2014

Abbrv.

ENC

ALBATTCCBCRCRCBECB

FA-FCFX1, FX2FX3FU1-FU3FU4-FU7GFM1,2GR

HISR1-3LA

MCBMS1, MS2

PCB1,2PDBPLPS1PM

R1-R4RB, RP, RSRDCRTUCBSFM1, SFM2SFR1, SFR2SW1 - 3, SW5SW4TBTD1XF1SC

Description

Enclosure

Alarm Light (Red Bulb)Battery, 12V DCControl Circuit BreakerConvenience Recept, GFI TypeConvenience Recept, CBEmergency Circuit Breaker

Fuse, Phase Monitor PowerFuse, Transformer PrimaryFuse, Transformer SecondaryFuseFuseMotor Ground Fault MonitorGenerator Receptacle

HornIntrinsically Safe RelaysLightning Arrestor

Main Circuit BreakerMotor Starters

Pump Circuit BreakerPower Distribution BlockPilot Light, color as notedPower Supply, 12 DCPhase Monitor

Control RelayControl RelayControl RelayRTU Circuit BreakerSeal Fail MonitorControl Relay, Seal Fail RelaySwitchAlarm Silence PushbuttonTerminal BlocksTime Delay RelayTransformerSurge Capacitor

Manufacturer

Hoffman or equal

RABPower SonicSquare DPass and SeymourSquare DSquare D

FerrazFerrazFerrazBussBussBenderRussell-Stoll

FederalIngram ProductsDitek

Square DSquare D

Square DMarathonSquare DAstrodyneDiversified

OmronOmronOmronSquare DSSACSquare DSquare DSquare DWagoSSACSquare DSquare D

Part Number

Custom, Nema 3R, 304SS w/rainshield and 3 Pt. latchRAB-VP100DGPS-1270QOU1101595-I and Weatherproof BoxQOU115Size as required

ATQR-1ATQR-X (460 V) or ATQR-15 (230 V)FNM15GDB-1AGDB-100MaRCM460/465 SeriesJRS1044FR or JRS2044FR(as required)350-WB-120ISR2-12V-100KDTK-240-3CM or DTK-480-3CM(as required)Size as requiredClass 8536 NEMA series,Size as requiredSize as required1333555Class 9001 Type SKAD55-ASLA-230-ASA or SUA-460-ASA(as required)MY2N-DC12VMK2PS-AC120MY2N-DC12VQOU110LC54BAClass 8501 Type KPClass 9001 Type SKClass 9001 Type SK280 SeriesTRDU12D3Class 9070 T1500-D16671-SDSA3650

NO EXCEPTIONS will be allowed as to manufacturer of Generator Receptacle, Breakers or MotorStarters. Upon submittal and approval, substitution of other parts on an "As Equal" basis may be allowedif they are directly interchangeable with parts specified. APPROVAL OF A SUBMITTED ITEM AS AN"EQUAL" SHALL BE AT THE SOLE DISCRETION OF THE DEPARTMENT.

CONTROL PANEL PARTS LIST

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.TYPE "A" - CONTROL PANEL BILL OF MATERIALS

(480/240 VOLT, 3 PHASE, 3 WIRE) 51DJUNE 2014

CONTINUED ON 52A

29

28

GFM2

GFM1

GFM2

GFM1

MS1

MS2

1 AMP

1 AMP

2

120 VAC

N

P

GFI

GOOD POWER

XF1

L11

230 VAC

(FLUORESCENT)

MAINT. LIGHT

1.5 KVA

CR

MOTOROLA ACE RTU

6OL1

10OL2

PUMP 2 ON

514

918

1

13

2

17

MT

MT

PUMP 1 ON

GPL

R

RS1

GPL

GPL

RS2

FA

FC

MCBINTERLOCK

ECB

GROUND BAR

1 PHASE3 WIRE

230 VAC

FX1

FX2

PDB

OFF-ON

SW3

RTUCB

15 AMP

CRCB

4

8

3

7

VHOA

SW1

SW2

RB

RB

VHOA

CCB

VM

2

1

R1

R2

2

2

FX3

PCB1

PCB2

RTU POWER

13

S14

RS

SW4RS

ALARM SILENCE

AL

H

R

12

11R3

R4

GR

FLA:HP:M

FLA:HP:M

V21

MS2

VFD

MS1

VFD

V11

V22

1

RS2

V12RS1

1

VMLA

SC


WIRING DIAGRAM (230 VOLT, 1 PHASE, 3 WIRE) 52JUNE 2014

CONTINUED ON 52B

CONTINUED ON 52

SFM2

1

1

1

SFM2

12 VDC+ -

PS1

21

20

1SFM1

12

11

6SFM1

28

19

16

15

57

MOTORTO

RUNNING IN BACKUP

PUMP 2 SEAL FAIL

RSFR2

RB

SFR1R

N

N

N

PUMP 1 SEAL FAIL

57

82

6

18

17

16

15 TOMOTOR

N

N

PL

A

PL

A

PL

A

TDV

BATT12 VDC

+ -

21

+ - 43

H N 1112

FU3 1 AMP

316

TD1

5

2 10

32

ISR3

+12 VDC -12 VDC

ISR3

FS 4

BACKUP

87

RDC

67 68

BACKUP

SW5

XOENABLE DISABLE

TO PAGE 52C


WIRING DIAGRAM (230 VOLT, 1 PHASE, 3 WIRE) 52AJUNE 2014

CONTINUED ON 52A

100 mAFU7

FU6

FU5

FU4

100 mA

100 mA

100 mA

22

18

14

10

36 21 SPARE

35

34

17

13

33 9 PT SLOT 1

for self-powered loops.* Removeable jumper

23*

24

19

15

11

*

*

20

16

*12

FUTURELEVEL XMTR

ISR1 CHANNEL A

FS 1

ALL OFF

21

ISR1 CHANNEL B

FS 2

LEAD ON

43

63 64

61 62

FORCEMAIN

PT

WATER

MOTOROLA ACE RTU

AI-4+(38)

AI-3+(36)

AI-2+(34)

AI-1+(32)

AI-4-(39)

SLOT 1

AI-3-(37)

AI-2-(35)

AI-1-(33)

ISR2 CHANNEL A

FS 3

LAG ON

65

ISR2 CHANNEL B

FS 5

HIGH ALARM

109

69 70

65 66

BLU-2BLU-1

BLU-4

BLU-15

BLU-17

BLU-3

BLU-14

BLU-16

- 12 DC+ 12 DC

5

8

7

27

26

4 23

24 R2

ALARM HORN CMD

ALARM LIGHT CMD

R4

R3

PUMP 1 CMD

PUMP 2 CMD

R1SLOT 1

NO1(20)

COM2 (24)

COM4 (30)

COM3 (27)

COM1 (21)

MOTOROLA ACE RTU

NO2(23)

NO4(29)

NO3(26)

4225

BLU-26BLU-

BLU-27E

BLU-29BLU-

BLU-30BLU-

BLU-31BLU-13

+ 12 VDCRTU Power Supply

- 12 VDCRTU Power Supply


WIRING DIAGRAM (230 VOLT, 1 PHASE, 3 WIRE) 52BJUNE 2014

Wire #s 37-39, 57-59 not used

SPARE

SW2

SFR2

DOOR OPEN

23

LS

RP

SW1OOX

SFR1

MS1

41

40

39

38

24

22

56

54

55

53

37

36

35

34

33

32

31

30

29

28

OOX

RB52

51

50

49

48

MS246

47

45

44

43

27

26

25

42

41

40

SLOT 1

ISR1, CHNL. A

ISR1, CHNL. B

ISR2, CHNL. A

ISR2, CHNL. B

RDCN.O.

D16 (16)

D14 (14)

D15 (15)

D13 (13)

D11 (11)

D12 (12)

D10 (10)

D8 (8)

D9 (9)

D7 (7)

D6 (6)

D5 (5)

D4 (4)

D3 (3)

D1 (1)

D2 (2)

SLOT 1

SW5OX

TO PAGE 52B

+ 12V RTU Power Supply

BLU-5

BLU-13

BLU-6

BLU-7

BLU-8

BLU-9

BLU-10

BLU-11

BLU-12

BLU-18

BLU-19

BLU-20

BLU-21

BLU-22

BLU-23

BLU-24

BLU-25

HIGH ALARM

LAG ON

LEAD ON

ALL OFF

PUMP 1 RUNNING

PUMP 2 RUNNING

SEAL FAILURE PUMP 1

PUMP 1 IN AUTO

PUMP 2 IN AUTO

CONTROL POWER 120VAC

RUNNING IN BACKUP

INTRUSION ALARM

12v DC POWER ON

SEAL FAILURE PUMP 2

BACKUP DISABLED

SPARE


WIRING DIAGRAM (230 VOLT, 1 PHASE, 3 WIRE) 52CJUNE 2014

Abbrv.

ENC

ALBATTCCBCRCRCBECB

FA-FCFX1, FX2FX3FU1-FU3FU4-FU7GFM1,2GR

HISR1-3LA

MCBMS1, MS2

PCB1,2PDBPLPS1VM

R1-R4RB, RP, RSRDCRTUCBSFM1, SFM2SFR1, SFR2SW1 - 3, SW5SW4TBTD1XF1SC

Description

Enclosure

Control Circuit BreakerConvenience Recept, GFI TypeConvenience Recept, CBEmergency Circuit Breaker

Fuse, Phase Monitor PowerFuse, Transformer PrimaryFuse, Transformer SecondaryFuseFuseMotor Ground Fault MonitorGenerator Receptacle

HornIntrinsically Safe RelaysLightning Arrestor

Main Circuit BreakerMotor Starters

Pump Circuit BreakerPower Distribution BlockPilot Light, color as notedPower Supply, 12 DCVoltage Monitor

Control RelayControl RelayControl RelayRTU Circuit BreakerSeal Fail MonitorControl Relay, Seal Fail RelaySwitchAlarm Silence PushbuttonTerminal BlocksTime Delay RelayTransformerSurge Capacitor

Manufacturer

Hoffman or equal

Square D

Square DSquare D

BussBussBenderRussell-Stoll

FederalIngram ProductsDitek

Square DYaskawa-iQ Pump

Square D

Square D

Diversified

OmronOmronOmronSquare DSSAC

Square DSquare DWagoSSACSquare D

Part Number

Custom, Nema 3R, 304SS w/rainshield and 3 Pt. latch

QOU110

QOU115Size as required

GDB-1AGDB-100MaRCM460/465 SeriesJRS1044FR or JRS2044FR(as required)350-WB-120ISR2-12V-100KDTK-240-3CM(as required)Size as required

Size as required

Size as required

Class 9001 Type SK

VBA-120-ALA(as required)MY2N-DC12VMK2PS-AC120MY2N-DC12VQOU110LC54BA

Class 9001 Type SKClass 9001 Type SK280 SeriesTRDU12D3Class 9070 T1500-D1

NO EXCEPTIONS will be allowed as to manufacturer of Generator Receptacle, Breakers or MotorStarters. Upon submittal and approval, substitution of other parts on an "As Equal" basis may be allowedif they are directly interchangeable with parts specified. APPROVAL OF A SUBMITTED ITEM AS AN"EQUAL" SHALL BE AT THE SOLE DISCRETION OF THE DEPARTMENT.

CONTROL PANEL PARTS LIST

Controller Series

Square D

Square D

Class 8501 Type KP

6671-SDSA3650

Battery, 12V DC Power Sonic PS-1270

Pass and Seymour 1595-I and Weatherproof Box

FerrazFerrazFerraz

ATQR-1ATQR-15 (230 V)FNM15

Marathon

Astrodyne

1333555

AD55-A

Alarm Light (Red Bulb) RAB RAB-VP100DG

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.TYPE "A" - CONTROL PANEL BILL OF MATERIALS

230 VOLT, 1 PHASE, 3 WIRE 52DJUNE 2014

The unit shall be a 4 inch x 4 inch vacuum-assisted horizontal sewage pump driven by awater-cooled diesel engine. The pump shall be fully automatic, self-priming from dry conditionsand capable of handling large volumes of air, water, and solids. Pump unit shall include asound attenuation enclosure covering both the engine and pump for noise abatement. The unitshall be a Thompson model 4JSVM-DYST-3TNV88-MC or engineer approved equal.

1.1 The complete pump-set shall be manufactured in a plant that is registered toISO9001:2008 and a copy of the Certificate shall be provided with the shop drawing submittal.

1.0 GENERAL DESCRIPTION

Model 4JSVM-DYST-3TNV88-MC Thompson - Towable 4" x 4" Vacuum Assisted, Dry Priming Sewage Pump

2.0 CENTRIFUGAL PUMP2.1 The centrifugal pump shall be a horizontal end suction solids handling centrifugal type.2.2 The pump casing shall be constructed of high grade class 30 cast iron with a minimum

pressure rating of 100 psi.2.3 Pump casing shall contain a cleanout cover for removing debris from the impeller without

disturbing the suction or discharge piping.2.4 The pump casing shall be constructed so that the suction flow path is in axial alignment

with the impeller eye. There shall be no turns, chambers, obstructions or straightening vanes between the suction line and the impeller.

2.5 The impeller shall be a high efficiency non-clog type, 2-vane, enclosed design with fullfront and rear shrouds, containing back pump out vanes, constructed of high grade class30 cast iron and capable of passing a 3 inch spherical solid. Open type impellers andimpellers that contain balancing ” holes shall not be considered.2.6 Pump seal shall be an inside-mounted, self-cleaning John Crane type 2 component style

mechanical seal with tungsten carbide rotating and silicon carbide stationary faces with vitonelastomers and stainless steel spring and hardware. Outside mounted seals and seals thatuse the same material for both the rotating and stationary seal faces which are prone toheat checking shall not be considered.

2.7 The seal chamber shall include a tapered bore design to remove solids and abrasivematerial

away from the seal area and purge air and gas pockets. Straight bore designs that areprone to vapor buildup and clogging will not be considered.

2.8 An oil reservoir shall be provided for automatically circulating lubricant to the seal facespermitting indefinite dry running.

2.9 Shaft shall be constructed of modified SAE1144 stress proof alloy steel, machined andpolished to transmit full drive output. Shaft shall be tapered for maximum strength.

2.10 Bearing frame shall be constructed of class 30 cast iron.2.11 Bearings shall be of sufficient size to withstand the radial and axial thrust loads incurred

during service. Bearings shall have a minimum L-10 bearing life of 100,000 hours.Bearings shall be grease lubricated.2.12 The pump shall have an efficiency of 79% at best efficiency point. The pump curveshowing efficiencies shall be provided with the shop drawing submittal. Pump curves that failto comply with this requirement will not be considered.2.13 Centrifugal pump shall be capable of delivering a maximum flow at 2200 rpm of 1450

USGPM at 26 ft. TDH.2.14 Centrifugal pump shall be capable of generating a closed discharge valve (shutoff) head of

no less than 130 feet at 2200 rpm. The pump must be capable of delivering 1,000 USGPMat 66' TDH and 20' suction lift and minimum 78% efficiency. Pumps not capable of

meeting these requirements will not be considered.2.15 Pump shall be capable of handling suction pressures up to 100 psi.2.16 Centrifugal pump shall be capable of handling up to 3 inch diameter non-compressible

spherical solids.2.17 The pump inlet shall be equipped with a 4 inch MNPT fitting.2.18 The pump outlet shall be equipped with a 4 inch, steel 90 degree elbow complete with a 4

inch ANSI 125-lb. flange on one side and a 4 inch male quick connect, cam-lock stylefitting on the other side.3.0 ENGINE

3.1 The engine shall be a EPA Interim Tier IV approved, three cylinder four-cycle water-cooleddiesel engine, capable of producing 28 continuous duty horsepower at 2,200 rpm.

3.2 The engine shall drive the pump via an elastomeric torsion drive coupling.3.3 An industrial type battery shall be provided with the engine and have 175-amp hour rating

and minimum 760 cold-cranking amps.

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.TYPE "A" - EMERGENCY DRY-PRIMING

SEWAGE PUMP SPECIFICATIONS 53JUNE 2014

4.0 OIL-LESS VACUUM PRIMING SYSTEM

3.4 A 12-volt starter and alternator charging system shall be provided.3.5 An industrial-style muffler shall be provided.3.6 Governor shall be mechanical type. Engine speed shall be adjustable to operate the pump

between maximum and minimum design operating speeds.3.7 Engine shall have safety shutdown switches for low oil pressure and high coolant

temperature.3.8 A control panel shall be provided in an enclosure mounted inside the sound enclosure on

rubber isolators to reduce vibration.3.9 Control panel shall contain the following instrumentation and controls: key switch,

tachometer, hourmeter, oil pressure gauge and temperature gauge.

4.1 The priming system shall be fully automatic eliminating the need to pre-fill the pumpcasing with water to achieve initial prime.

4.2 The priming system shall work in combination with the centrifugal pump to remove largevolumes of air required for WellPoint service.

4.3 An air separation chamber shall be provided to prevent any carryover of the pumping fluidinto the vacuum pump. Units not meeting this requirement shall not be considered.

4.4 The air separation chamber shall contain a single float and ball valve assembly mounted ona steel plate that can be easily removed as a unit without tools.

4.5 The air separation chamber shall not include any screens that can clog creating amaintenance nuisance and cause the priming system to fail.

4.6 The vacuum pump shall be a rotary claw, air-cooled oil-less version and have a nominalrating of 97 cubic feet per minute.

4.7 The vacuum pump shall be driven by a v-belt with belt tensioner that can be easilyreplaced in the field without having to remove the pump from the engine. A spare v-belt

shall be pre-installed around the shaft and ready for immediate placement in the event of afailure to the primary v-belt.4.8 A flapper type discharge check valve shall be provided to prevent pulling air through the

discharge during priming.4.9 The priming system shall be capable of automatically priming the pump with a 15-foot

static suction lift and no water in the pump or suction piping within 15 seconds. Units notmeeting this requirement shall not be considered.

5.0 FRAME / FUEL TANK5.1 The pump set shall be mounted on a combination frame/fuel tank constructed of steel with

a minimum fuel capacity of 50 US gallons.5.2 A centralized removable lifting bail shall be provided for lifting the entire pump set.5.3 Fuel tank shall have two clean-out ports located at opposite ends of the tank.5.4 Fuel tank shall have a removable basket strainer mounted in the fill port and a lockable

cap. This fill port is to be located in the front (towards hitch end of unit) of the fuel tankframe to prevent spillage.

5.5 An in-line fuel filter shall be provided to protect the engine from contaminants.5.6 Unit shall be equipped with a mechanical, direct reading, frame-mounted fuel gauge.

6.0 TRAILER6.1 The complete pump set shall be factory mounted on a detachable highway trailer meeting

NHTSA, DOT Part 571 standards 108, 119 and 120.6.2 Trailer shall include the following:

• 5,200 LB. capacity single torsion axle with electric brakes• Two ST225/75R15-D tires with metal valve stems• Tongue assembly with 3 inch adjustable lunette eye hitch and safety chains• Removable steel diamond plate fenders• One top wind swivel 5000 lbs. capacity 15 inch retractable height tongue-mounted jack stand• Four stabilizing stands• DOT light package including stop, turn, tail and side marker lights and license bracket.• Metal valve stems

7.0 PAINTING7.1 A minimum 5-mil thick layer of epoxy-coated primer shall be applied to the entirepumpset prior to the finish coat. A minimum 5-mil thick layer of industrial enamel paint shallbe applied over the primer coat. The color shall be blue.


SEWAGE PUMP SPECIFICATIONS 53AJUNE 2014

8.0 WARRANTY8.1 The manufacturer of the pumping unit shall warrant for a period of one year from the date

of shipment that the entire unit and all equipment therein shall be free from defects indesign, material, and workmanship.

9.0 MANUALS9.1 One complete set of operation and maintenance manuals, stored inside a rainproof

document box, shall be furnished with the unit.

10.0 TESTING10.1 The complete pump set shall be factory tested by a certified quality technician. A test

report shall be submitted to the County prior to acceptance.

11.0 AUTOMATIC START/STOP SYSTEM11.1 An automatic engine controller shall be provided to start and stop the diesel engine in

response to varying liquid levels via float switches.11.2 The automatic start-stop engine controller will be part of the main instrument panel.

Multiple control panels shall not be considered.11.3 The system shall contain a safety back-up feature allowing the unit to be operated

manually and retain safety shutdown protection in the event of automatic engine controllerfailure.

11.4 The automatic engine controller shall be fully field programmable and contain pass codeprotection.

11.5 The automatic engine controller shall contain automatic and manual start modes.11.6 The automatic start-stop system shall contain two mechanically activated hermetically

sealed liquid level control floats; one to turn the pump on and one to turn pump off.Single float designs that are prone to frequent cycling leading to excessive component wearwill not be considered.

11.7 The floats shall be clearly marked, top or bottom, for easy installation into wet well. Floatsshall be provided with 40-feet of cable.

11.8 The two floats shall be connected together with a single pin terminal for easy connectionto control box.

12.0 SOUND ENCLOSURE12.1 The entire unit including the pump and engine shall be completely enclosed in a lockable

enclosure. Units not meeting this requirement shall not be considered.12.2 The enclosure shall reduce operating noise below 70 dBa measured at 7 meters @ full

speed. Units not meeting this requirement will not be considered.12.3 The enclosure shall be constructed with a modular galvanized steel frame and 2 inch thick

reinforced galvanized steel panels. Fiberglass or plastic enclosures shall not be considered.12.4 The individual panels shall be constructed of a sandwich construction of an 18-gauge solid

galvanized steel outer shell, 2 inch thick 8lb density mineral wool fill encapsulated in a1-mil polyester moisture barrier, damping sheet and 22-gauge perforated galvanized steelinner liner. Unprotected open-cell foams with adhesive-style mounting systems shall not be

considered.12.5 The enclosure shall contain a minimum of 6 lockable-hinged doors; three sides, two rear

and one front door to allow unrestricted access to all compartments for servicing withouthaving to disassemble and remove panels. The enclosure shall contain a modular lift offpanel on top. Enclosures that must be disassembled in order to facilitate routinemaintenance will not be considered.

12.6 The enclosure shall contain two rear doors that can be opened and permit complete accessto the pump and priming system for routine maintenance without having to disconnect thesuction or discharge piping.

12.7 The enclosure shall be fully detachable as a single unit to facilitate major repairs such asreplacing the engine or pump.

12.8 Hose racks for discharge and suction hoses13.0 ADDITIONAL ACCESSORIES

13.1 (2) 4 inch x 50 foot Lay-Flat Discharge Hose, Double Banded C x E13.2 (2) 4 inch x 20 foot Suction Hoses, PVC Double Banded, C x E


SEWAGE PUMP SPECIFICATIONS 53BJUNE 2014

NOTES:

1. ALL ABOVE GRADE PIPING SHALL BE BRASS. FITTINGS SHALL BE BRONZE.

2. ALL JOINTS SHALL BE THREADED.

3. FOR LIFT STATION TO BE OWNED BY M.C.E.S. USE RPZ BACKFLOW PREVENTER BY FEBCO MODEL825Y, AMES SERIES 4000 SS (SILVER BULLET), OR APPROVED EQUAL.

4. MIN. 24" CLEARANCE BETWEEN RPZ BACKFLOW PREVENTER AND CONTROL PANEL REQUIRED.

5. THREADED AREAS OF CORPORATION STOP AND OTHER FITTINGS SHALL BE SPIRAL WRAPPED WITHTWO WRAPS OF TEFLON TAPE.

PIPE SUPPORT DETAIL

18" MAX.

12" MIN.

XX

6" THICK CONC. PAD w/#96"x6" WWF (BROOM FINISH)

3" MIN.

18"-

24"

PIPE SUPPORT(TYP. SEE DETAIL)

3/4" HOSE BIBB

1" LOCKING VALVE

BRASSCOVER

XX

6"x 3"x 3/8" THICKALUMINUM PLATE

3/16

1" FIREHOSE THREADw/CAP

1" BALL VALVE w/METER BOX SHALLBE LOCATED OUTSIDE CONC. AREA

1-1/2" PVCPIPE SLEEVE

6"(typ) 12"-18"

6" PIPE NIPPLE1" USC APPROVEDBACKFLOW PREVENTER

6" PIPENIPPLE

FENCE

1" PIPE

PIPE

FENCE

WRAP PIPE WITH 1/4"NEOPRENE AT U-BOLTS

3/8" STAINLESS STEEL WEDGETYPE CONC. ANCHOR (2 REQUIRED)

STD. STAINLESS STEEL3/8" U-BOLT

2"x 2"x 1/4" ALUMINUM ANGLE

1/4" CHAMFER(ALL AROUND)

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.WATER SERVICE DETAIL AT LIFT STATION

(TYPES "A" & "B") 54JUNE 2014

TOP RAIL 1 5/8" O.D.GSP SCHD. 40

2 1/2" O.D. GSPSCHD. 40 SPACEDAT 10'-0" MAX.

7 GA. AL. COATEDSPR. COIL TENSIONWIRE

CONCRETE FTG.

DIAGONALBRACE W/TURNBUCKLE

STRETCHERBAR

HORIZONTALBRACE

3" O.P. GST. SCHD.40 AT CORNER

6'-0"

3'-6"

12"

6"

12"

6'-0"

LINE POST CORNER POST

12"

6"

3'-6"

WATERPROOF CAP

HINGE (2)

4" O.D. GSP SCHD.40 AT GATE OPENING

HORIZONTAL BRACEDIAGONAL BRACE W/TURNBUCKLE

CONCRETE FTG.

HOR,BRACE

VERT.BRACE

GATE RAIL & POSTS 1 5/8"O.D. GSP SCHD. 40

STRETCHER BAR

DIAGONAL BRACEROD W/ TURNBUCKLE

GATE

GATE POST

9 GA. BLACKVINYL COATEDSTEEL FABRIC

GALVANIZED CHAINW/ PADLOCK

NOTES:

1. GATE TO BE 12'-0" CLEAR OPENING.

2. BLACK VINYL COATED STEEL WOVEN WIRE FABRIC TO BE STRETCHED TAUT W/ STRETCHER BARSAND STRAPS AND FASTENED TOP & BOTTOM AND AT LINE POSTS WITH GALV. PIG RING TIES.

3. GATE TO BE SECURED OPEN WITH GATE STOP SET IN CONCRETE.

4. ALL RAILS, POSTS AND HARDWARE TO BE VINYL COATED. ALL VINYL COATING SHALL BE BLACK.

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.FENCE DETAIL AT LIFT STATION

(TYPES "A" & "B") 55JUNE 2014

2" S

CH. 80

PVC

FM

DEFLECT FM

TO

ACHIEVE

30" M

IN C

OVE

R

1" WATER

SERVICE

1" R

PZ

BACKFLOW

ASS

EMBLY

1"HOSE

CONNEC

TION

& 3

/4" H

OSE

BIBB

(LOCATE IN A

NY

CORNER

,COORDINATE W

/ O

WNER

)

E.O.P.

4'-0"

6' H

IGH C

HAIN

LINK FEN

CE

(2) - 6

' WIDE GATES

CEN

TERED

ON W

ET W

ELL

10'-0" A

CCES

S DRIVE

E.O.P.

PU

MP

# 2

PU

MP

# 1

3'-0"

2'-0"

3'-0"

3'-0"

3'-0"

X

X

X X X X

XX

XX

XX

XXXX

XX

X

MIN. 4

FT. CLEAR A

LL A

ROUND

EASE

MEN

T FO

R M

AINTENANCE

4" C

ONCRETE

SLAB 4

,000

PSI

CLA

SS A

WITH FIBER

MES

HREINFO

RCEM

ENT

U.S. FO

UNDRY

BPS-

48 A

LUMINUM

HATC

H C

OVE

RW/ 2

4" x 3

6"ACCES

S DOOR

U.S. FO

UNDRY

APS-

150

ALUMINUM V

ALVE

BOX

COVE

R W

/24

" x 34

"ACCES

S DOOR

DOUBLE S

TRAP TAPPING

SADDLES, 1/2" S

.S.

BALL V

ALVES

& P

LUGS

FOR P

RES

SURE GAUGES

12" MIN.

2" P

LUG

VALVE @

R.O.W (typ)

CONTR

OL

PANEL

PRIMARY

DISCONNEC

TMETER

RTU

℄ W

ET W

ELL

℄ WET WELL

VENT

GRAVITY S

EWER

-C90

0 PVC

4' D

IA W

ET W

ELL

6" TO O

UTSIDE

OF

SLAB O

N G

RADE

(typ)

NOTES:

1.ACCES

S ROAD S

HALL C

ONSIST O

F:•12" TH

ICK S

TABILIZED

SUBBASE

, STABILIZED

TO N

OT LESS

THAN 5

0 FB

V AND C

OMPACTED TO N

OT LESS

THAN 9

8%MAXIMUM D

ENSITY A

S DETER

MINED

BY

AASH

TO T-180

•8" THICK R

OCK B

ASE

, COMPACTED TO N

OT LESS

THAN 9

8% M

AXIMUM D

ENSITY A

S DETER

MINED

BY

AASH

TO T-180

•8" THICK C

ONCRETE w/FIBER

GLASS

MES

H R

EINFO

RCEM

ENT.

2.PUMP M

ANUFA

CTU

RER

SHALL P

ROVIDE TEMPORARY

4", 0-

60 psig, O

IL FILLED P

RES

SURE GAUGE FO

R S

TART UP.


TYPE "B" - TYPICAL LIFT STATION SITE PLAN LAYOUT 56JUNE 2014

48"

54" MIN.

18"

TOP ELEV.

STAINLESS

STEEL LIFT

CABLES

CPC M

ODEL 3

2RES

ILIENT MOUNT

SEALING S

YSTEM

OR EQUAL

2" S

CHED

. 80

PVC

P-TR

AP (HUBS

ON

BASIN &

VALVE

BOX

P-TR

AP FIELD

MOUNTED &

SUPPLIED

BY

CONTR

ACTO

R)

INV. ELEV.

HIGH W

ATER A

LARM ELEV.

LAG P

UMP O

N ELEV.

LEAD P

UMP O

N ELEV.

PUMPS

OFF ELEV.

BOTTOM ELEV.

NOTES :

PIPE MATERIAL SH

ALL B

ESC

H. 40

316 S

TAINLESS

STEEL

WITHIN W

ET W

ELL AND 2

" SC

H. 80

PVC

OUTSIDE WET W

ELL AND

INSIDE VA

LVE VA

ULT.

EMER

GEN

CY

PUMP-OUT

WITH 2

" MALE C

AMLOCK FITTING

100

YR. FLOOD ELEV.

(ENGINEER TO P

ROVIDE)

12"

MIN.

2" S

CHED

ULE 8

0 PVC

GATE/ B

ALL V

ALVE

DOUBLE S

TRAP TAPPING

SADDLES, 1/2" S

.S. BALL

VALVES

AND P

LUGS

FOR

PRES

SURE GAUGE

2" S

CHED

ULE 8

0 PVC

UNION TYP

E BALL C

HEC

K V

ALVE

MOUNT ELEC

TRICAL COMPONEN

TS O

N TWO (2)

4" A

LUMINUM P

OSTS

WITH S

TAINLESS

STEEL U

NISTR

UTS.

EMBED

IN 12" D

IA B

Y 4' D

EEP C

ONCRETE BASE

.

U.S. FO

UNDRY

APS-

150

ALUMINUM V

ALVE BOX

COVE

R W

/ 2

4" x 3

4"ACCES

S DOOR

ANTI-FLOATA

TION R

ING

LIFT-OUT RAIL

SYSTEM

CONCRETE FILLET W

ITH 1:1

RATIO FIELD INSTALLED

BY

CONTR

ACTO

R

FIBER

GLASS

BASIN

CONCRETE BALLAST

(FIELD INSTALLED

)

1" S

TAINLESS

GUIDE RAILS

2" S

CHED

ULE 4

0316

STAINLESS

STEEL PIPING

U.S. FO

UNDRY

BPS-

48ALUMINUM H

ATC

H C

OVE

RW/ 2

4" x 3

6" A

CCES

S DOOR

STAINLESS

STEEL

UPPER

GUIDE

BRACKETS

SERVICE

DISCONNEC

T

NEM

A 3

R S

TAINLESS

STEEL JUNCTION B

OX

WITH TER

MINALS

4" C

ONC. SLAB

4,00

0 PSI

CLASS

A w

/FIBER

MES

HREINFO

RCEM

ENT

THREE (3)

2" C

ONDUITS

THREE (3)

2" C

ONDUIT

HUBS

2" S

CHED

ULE 8

0 PVC

GATE/ B

ALL V

ALVE

FIBER

GLASS

VALVE BOX

CPC M

ODEL 3

2 RES

ILIENT

MOUNT SE

ALING S

YSTEM

OR EQUAL

CONCRETE FILLET S

LOPING TO

P-TR

AP FIELD INSTALLED

BY

CONTR

ACTO

R

12"

MIN.C

ONTR

OL PANEL

NEM

A 3

RSTAINLESS

STEEL

2" P

VC V

ENT

(SEE P

LAN V

IEW FOR

VENT LOCATION)

STAINLESS

STEEL

CABLE R

ACK

CU. FT. (B

Y EN

GINEER)

6" MIN.

6" MIN.


TYPE "B" - TYPICAL LIFT STATION (SECTION) 57JUNE 2014

PUMP DATA:

OPERATING CONDITIONS:

WET WELL:

ELECTRICAL:

MANUFACTURER,MOD. No. IMP. No. MOTOR, HP,RPM, PHASE, 60 HERTZVOLTS,

GPM AT

SIZED FOR MINIMUM PUMP CYCLE TIME OF 10 MINUTES AND A MAXIMUMOF 6 PUMP STARTS PER HOUR. WORKING DEPTH FT. WORKINGVOLUME GALS.

FEEDERS AND CONDUIT MAIN SWITCH POLES AMPS

TDH. % EFFICIENCY


TYPE "B" - REQUIRED LIFT STATION INFORMATION 58JUNE 2014

4'-5'

6"

3"

NOTES:

1. ELECTRIC METER AND PRIMARY DISCONNECT MOUNTED TO UNI-STRUT ON BACK SIDEOF PANEL.

2. ALL POWER AND CONTROLS LINES SHALL BE CONTINUOUS ( NO SPLICES ).

3. GROUND FAULT INTERRUPTER ON CONVENIENCE RECEPTACLE.

4. PANEL MOUNTED TO S/S UNI-STRUT BY WELDED TABS.

5. ALUMINUM POSTS IN CONCRETE SHALL BE COATED WITH BITUMASTIC.

6. CONTROL PANEL SHALL BE UL LISTED AS A UNIT.

7. ALL HARDWARE, NUTS & BOLTS, AND APPURTENANCES ABOVE GROUND SHALL BE316 STAINLESS STEEL.

8. TELEMETRY CONDUIT SHALL BE INSTALLED BY THE CONTRACTOR WITH SWEEP 90DEGREE BEND.

9. ALL CONDUIT NOT ENTERING WETWELL SHALL BE SCHEDULE 80 P.V.C.

10. PANEL MOUNTING SHALL ALLOW FOR UNRESTRICTED VIEW OF ALARM LIGHT.

11. MOUNT RTU PANEL TO ALLOW FOR UNRESTRICTED LINE-OF-SIGHT TO ANTENNAFROM ALL DIRECTIONS.

12. INSTALLATION IS NOT CLASSIFIED. SEALOFFS ARE USED SOLELY FOR THE PURPOSEOF LIMITING CORROSIVE CHEMICALS INTO THE ELECTRICAL EQUIPMENT.

4" ALUMINUM POST

4" FINISH GRADE

CONTROL PANEL

TO POWER SOURCETOWETWELL

ALARMLIGHT

TO RTU

J-BOX, S.S. OR ALUMINUM, WITHCROUSE HINDS OR APPROVED EQUAL.SEALOFFS ON TOP OF BOX TO LIMITCORROSION IN TO PANEL. SEALS ATSEALOFFS TO BE POURED EPOXY.

5/8" Ø S.S. EYEBOLT, THRUBOLTED WITH S.S. FENDER

WASHER & S.S. NYLOCK NUTON OPPOSITE SIDE OFALUMINUM POST FOR

SAFETY LANYARD SYSTEM


TYPE "B" - TYPICAL LIFT STATION CONTROL PANEL 59JUNE 2014

BACK VIEW OF CONTROL PANEL

NOTES:1. TWENTY INCHES ON RIGHT SIDE OF SUPPORT POST

IS RESERVED FOR RTU AND ACCESSORIES.

S.S. CONTROL PANELMOUNTED ON FRONT SIDE

20"

4' TO 5

'

6"

3" 3"

4"

PRIMARY DISCONNECT 316S.S

F.P. & L. CO.SERVICE METER

316 S.S. OR ALUM.

RTU (16"x16")

4" ALUM. POSTS

FINISH GRADE

1 - #6 IN3/4" CONDUIT

THERM-O-WELD

FEEDERS & CONDUITSCH. 80 PVC, TYP.UNLESS OTHERWISE

CALLED OUT.

COPPER WELL GROUND ROD(SEE ELECTRICAL SHEETS)

TO F.P. & L. CO.TRANSFORMER


TYPE "B" - LIFT STATION DETAILS (CONTROL CENTER) 60JUNE 2014

SPECIFICATIONS FOR DUPLEX(FDEP TYPE) CONTROL PANEL

EACH PANEL SHALL CONTROL 2, 3, 5 OR 7.5 HP, 230 VOLT, THREE PHASE (PREFERRED), 60 Hz PUMPS.230 VOLT, SINGLE PHASE w/VFD DRIVES WILL BE ACCEPTED ONLY WHERE THREE PHASE IS NOT AVAILABLE.

A NEUTRAL SHALL BE SUPPLIED TO THE PANEL FOR 120 VOLT CONTROL POWER.

PANEL ENCLOSURE

ENCLOSURE SHALL BE NEMA 3R, FABRICATED FROM 304 STAINLESS STEEL

OUTER DOOR SHALL HAVE HINGES AND MEANS FOR PAD LOCKING, INNER DEADFRONT DOOR SHALL BE5052-H32 ALLOY ALUMINUM. ALL MOUNTING HOLES SHALL BE DRILLED AND TAPPED, SELF TAPPING SCREWNOT ACCEPTABLE. ALL BOLTS, NUTS, LOCK WASHERS, AND MACHINE SCREWS SHALL BE STAINLESS STEEL.

THE FOLLOWING MAJOR COMPONENTS ARE REQUIRED:

1) MAIN BREAKER2) EMERGENCY BREAKER AND GENERATOR RECEPTACLE-RUSSELL STOLL JRS1044FR (FOR 100 AMP SERVICE)3) PUMP BREAKERS4) CONTROL CIRCUIT BREAKER5) ALTERNATOR6) HIGH LEVEL FLASHING ALARM LIGHT7) HIGH LEVEL HORN ALARM WITH SILENCE - WHEN SILENCE LIGHT STAYS ON8) LIGHTNING ARRESTOR9) SURGE SUPPRESOR10) PHASE/UNDER VOLTAGE MONITORING RELAY IF 3 PHASE, UNDER VOLTAGE MONITORING RELAY IF SINGLEPHASE11) NEMA RATED MOTOR STARTERS WITH OVERLOAD PROTECTION FOR ALL POWER LEGS12) ELAPSE TIME METERS13) YASKAWA VFD ON SINGLE PHASE SYSTEM.

TYPICAL SEQUENCE OF OPERATION:

ON RISE LEVEL:

LOWEST FLOAT WILL CLOSE CIRCUIT TO RELAY.LEAD PUMP ON FLOAT CLOSES TO BRING LEAD PUMP ON.IF LEAD DOES NOT RECEDE AND CONTINUES TO RISE, THE LAG FLOAT WILL CLOSE AND BRING ON THE LAGPUMP. FURTHER RISING OF LEVEL IN WETWELL WILL CLOSE 4TH FLOAT (HIGH LEVEL) AND ACTIVATE THE HIGHLEVEL ALARM LIGHT AND HORNS.

ON FALLING LEVEL:

ALL PUMPS WILL DE-ENERGIZE AT THE OPENING OF THE LOWEST (OFF) FLOAT

CONTROL CIRCUITRY WILL BE SUCH THAT NO FLOAT WILL DEPEND ON ANOTHER FLOAT FOR ITS CONTROLPOWER.

CONTROL PANEL SCHEMATICS, IN PLASTIC LAMINATE, IS TO BE AFFIXED TO THE INSIDE OF THE OUTER DOOR.

ALL WIRING SHALL BE NUMBERED.

IN THE EVENT THE PUMPS BEING FURNISHED REQUIRE SEAL FAILURE COMPONENTS AND INDICATION TOVALIDATE WARRANTY, THESE COMPONENTS SHALL BE FURNISHED AS REQUIRED.

ALL COMPONENT LABELS SHALL BE OF THE LASER PRINTED MYLAR PLASTIC LABELS.

A 24 HOUR EMERGENCY TELEPHONE CONTACT SHALL BE ATTACHED TO CONTROL PANEL COVER"FOR EMERGENCIES CONTACT MARTIN COUNTY UTILITIES AT TEL : 772-221-1442"

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.TYPE "B" - LIFT STATION CONTROL PANEL

SPECIFICATIONS 61JUNE 2014

ASBGFI

HOURSHOURS

HOA

ETM

RL

SFM

OL RESETSRESET

BREAKERS

RESET

OFF

ON

OFF

ON

OFF

ON

OFF

ON

OFF

ON

OFF

ON

ENCLOSURE AND DEADFRONT LAYOUTTHREE PHASE

100AGENERATORRECEPTACLE

GRALARMLIGHT

ALARMHORN

3-POINTLATCH

24"

30"

AL

AH

MAIN ENCLOSURE : NEMA 3R RATED, FABRICATED FROM 304 STAINLESS STEEL(3 PT. LATCH ON OUTER DOOR).BACKPANEL : 12 GAUGE STEEL WITH WHITE ENAMEL.HINGED INNER DOOR : FABRICATED FROM .080 ALUMINUM.

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.TYPE 'B' - LIFT STATION CONTROL PANEL

ENCLOSURE AND DEADFRONT LAYOUT-THREE PHASE 62JUNE 2014

BACKPANEL LAYOUT - THREE PHASE

LOSS

MONITOR

TERMINALS F

F1

B100LP7JK

XFMR

CONTROLLIQUID LEVEL

SFMASRVO

LTAGE

SEQUEN

CE

AND

POS. 1

POS. 2

ALT

G

190-

270

VAC

1O 5

0/60

HZ

MIN

PMMAX

PDBG

MLB

MS1 MS2

OFF

ON

PCB2

OFF

ON

PCB1

OFF

ON

OFF

ON

OFF

ON

OFF

ON

MCB ECB

R1 R2 R3

R4 SL1 SL2


BACKPANEL LAYOUT-THREE PHASE 62AJUNE 2014

100AGENERATORRECEPTACLE

36"

HOURSHOURS

GFI

ETM

HOA

SFM

RL

OFF

ON

OFF

ON

OFF

ON

OFF

ON

AH

AL

ENCLOSURE AND DEADFRONT LAYOUTSINGLE PHASE

GR

36"

BREAKERS

ALARMLIGHT

ALARMHORN

3-POINTLATCH

MAIN ENCLOSURE : NEMA 3R RATED, FABRICATED FROM 304 STAINLESS STEEL(3 PT. LATCH ON OUTER DOOR).BACKPANEL : 12 GAUGE STEEL WITH WHITE ENAMEL.HINGED INNER DOOR : FABRICATED FROM .080 ALUMINUM.


ENCLOSURE & DEADFRONT LAYOUT-SINGLE PHASE 63JUNE 2014

VFD1 VFD2

MCB

ECB

OFF

ON

PCB2

OFF

ON

GFICB

TERMINALS F

OFF

ON

PCB1

OFF

ON

CCB

MLB

XFMR

F1

R1

CONTROLLIQUID LEVEL

SFM

POS. 1

POS. 2

ALT ASR VM

VOLTAGE SE

QUEN

CE AND

LOSS

MONITOR MAX

MIN

190-

270

VAC

1O 5

0/60

HZ

G

PDB

R2 R3

R4 SL1 SL2

BACKPANEL LAYOUT - SINGLE PHASE


BACKPANEL LAYOUT-SINGLE PHASE 63AJUNE 2014

24V

120V

XFMR

ASR

ASR AH

ASBASR

AL

RS1

ETM

RL

O AH

PM

FS1T1 T2 FS2T3 T4

THERMAL #1

T10 T11

THERMAL #2

T13 T14

OFF LEAD

LAG

FS3T5 T6

T9

SFM187 1

56 4

2

R

R2

LINE#

MLB PDB

MECHANICALINTERLOCK

0101

0102

0103

0104

0105

0106

0107

0108

0109

0110

0111

0112

0113

0114

0115

0116

0117

0118

4-WIRE

230v,3Ø

L1

L2

L3

R3

R1R1

R2R2

FS4T7 T8R3

R1

O AH

F13A

250V

SL1

R4

HIGH LEVEL ALARM

SEAL PROBES

GFI

RF

G

*PCB1(50A)

*PCB2(50A)

0119

0120

0121

0122

0123

SEALFAIL #1

IL

T12

SFM287 1

56 4

2

R

SL2

SEALFAIL #2

IL

CCB15A

GFICB15A

OL

RS2

ETM

RLG

* MCB, ECB AND PCB'sSIZED PER N.E.C.

FS5 HIGH LEVEL ALARM (NON-POWERED)DIRECT CONNECT TO SCADA TERMINAL STRIP FORNON-POWERED ACTIVATION OF HIGH LEVEL ALARM

N

LA

GR

*ECB (100A)

*MCB (100A)

SS

PM

M1

RS2

M2

RS1

ALT2

1

7

5 6 8OL

RTUCB15A

RTU POWER 1 L1 N 2

MOTOROLAACE RTU


WIRING DIAGRAM-THREE PHASE 64JUNE 2014

50.0 in/lb.45.0 in/lb.40.0 in/lb.

WIRE SIZE TORQUETERMINAL TORQUE35.0 in/lb.

AWG 6 - 4AWG 8AWG 14 - 10

AWG 3 - 2

GROUND LUGRECOMMENDED TIGHTENING TORQUE

SIZE 35.0 26.5 in/lb.SIZE 16.0 10.6 in/lb.SIZE 6.0 7.0 in/lb.SIZE 4.0 4.4 in/lb.

4.4 in/lb.SIZE 2.5

CONTROL TERMINALSRECOMMENDED TIGHTENING TORQUE

120VAC HOT RED 24VDC POSITIVE (+) ORANGE

WHITE

BLUE

YELLOW

120VAC NEUTRAL

24VAC HOT

POWER FROM OUTSIDE

BROWN

RED

BLACK

24VDC NEGATIVE (-)

12VDC POSITIVE (+)

12VDC NEGATIVE (-)

CONTROL TERMINAL IN MAIN PANEL

NEUTRAL TERMINAL AND GROUND LUGS IN MAIN PANEL

FIELD WIRING (EXTERNAL TO CONTROL PANEL)

PANEL WIRING

SEAL ALL CONDUITS ENTERING CONTROL PANEL

CONTROL PANEL IS UL508A LABELED

INSTALL IN ACCORDANCE WITH ARTICAL 504 OF THE N.E.C.

MINIMUM #16 AWG WIRE AT 600V

TERMINAL IN JUNCTION BOX

4.

8.

9.

5.

6.

7.

1.

2.

3.

PANEL SOURCE &RTU CONNECTIONS

BLUE - TYPICAL OF ALL

17 18 1920 21222324252627282930 3132333435363738

PUMP 1RUNNING

PUMP 2RUNNING

PUMP 1SEALLEAK

PUMP 2SEALLEAK

PUMPSOFFLEVEL

LEADSTARTLEVEL

LAGSTARTLEVEL

HIGHLEVELALARMNON

POWERED

POWER/PHASELOSS

PUMP 1HOAAUTO

PUMP 2HOAAUTO

RS1 RS2 SL1 SL2 FS5 R4 R1 R2 VM

TERMINAL STRIP IN CONTROL PANEL FOR SCADAOH A OH A

TORQUE TABLES

CONTROL WIRE COLOR CODE

NOTES:

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.TYPE 'B' - LIFT STATION CONTROL PANEL

WIRING DIAGRAM-THREE PHASE 64AJUNE 2014

ALARM

8

FS4

OFFFS1

1 2

FS3LAG

LEADFS2

543 76

THER

MAL SEN

SOR

MOISTU

RE SEN

SOR

THER

MAL SEN

SOR

THER

MAL SEN

SOR

MOISTU

RE SEN

SOR

PUMP CORD

M1 M2

119 10 1213

THER

MAL SEN

SOR

14

SMALL DIAMETER

TERMINAL STRIP IN JUNCTION BOX & CONTROL PANEL

NOTES:

* PUMP MANUFACTURER SHALLSIZE THESE BREAKERS. SUBMITSIZING CONFIRMATION WITHPANEL SHOP DRAWINGS.

** CONTROL POWER TRANSFORMERTO BE SIZED FOR ALL LOADSOPERATING SIMULTANEOUSLYPLUS ONE SIZE LARGER.

SQ.D, 6671-SDSA3650

SQ.D, 6671-SDSA3650BUSS, GDB 3A

SQ.D, 8501-KU13-V14

HUBBEL GF151L

INGRAM, SSF-150W

EATON, C0100E1B OR SQ. D, 9070T SERIES **

SQ.D, QOU115

SQ.D, 8501-KU13-V20

SSAC, LLC54BA

EATON, C22-L-XR-120 & M22-XLH-RSQ.D, 9001-SKP38-G9

SQ.D, 9001-SKS43BH13

SQ.D, 9001-SKR1BH5

RAB VAPORPROOF VP100DGFEDERAL VIBRATONE, 350-100V, SERIES B1

DIVERSIFIED, ARB-120-AEAEATON, 6-T-3H-508RPM-406

DIVERSIFIED, SLA-230-ASA

RUSSELL STOLL, JRSB1044FR

SQ.D, 8536-SCO3-V02S

SQ.D, QOU115

SQ.D, QOU330 *SQ.D, QOU360 *SQ.D, QOU360 *HOFFMAN, 30Hx24Wx12D-3R

BILL OF MATERIALS

SURGE SUPPRESSOR

LIGHTNING ARRESTOR

CONTROL RELAY 24V

GFI RECEPTACLE

TRANSFORMER 120V/24V

ALARM SILENCE RELAY 120V

SEAL FAIL MODULE

INDICATING LIGHT

HAND OFF AUTO SWITCH

ALARM SILENCE BUTTON

ELAPSED TIME METER


RUN LIGHT

FUSE 3A 250VFLASHER

ALARM LIGHTALARM HORN

ALTERNATOR

PHASE MONITORGFI CIRCUIT BREAKER

MOTOR STARTER

CONTROL CIRCUIT BREAKER

PUMP CIRCUIT BREAKEREMERGENCY CIRCUIT BREAKERMAIN CIRCUIT BREAKERENCLOSURE, 304SS, NEMA 3R/12

4

1

11

1

2

21

2

1

2

1

1

1

1

12

1

1

1

2

2

1

1

11

MANUFACTURER, PART#QTY. ABBR. DESCRIPTION

WAGO 280 SERIES 22 CONTROL TERMINALS

GFICB

PCB1,2

CCB

ENCMCBECB

2 SL1,2 SEAL FAIL RELAY 120V SQ.D, 8501-KU13-V20

MS1,2

XFMR

GR

PM

ETMALT

AL

F

AHASB

HOA

RLILGFI

SFM1,2

ASR

R1-4

F1LA

SS

SQ.D, B-28OVERLOAD HEATER6 OL

CUSTOM EQUIPMENT, 10X24X61 JUNCTION BOX, 304SS, NEMA 4XJ-BOXMARATHON, 13335552 PUMP TERMINALSP-TER

1 SC SURGE CAPACITOR

1 RTU CIRCUIT BREAKER SQ.D, QOU115RTUCB


BILL OF MATERIALS-THREE PHASE 64BJUNE 2014

24V

120V

XFMR

RG

ASR

ASR AH

ASBASR

AL

ALT2

1

RS1

ETM

RL

O AH

VM

FS1T1 T2 FS2T3 T4

THERMAL #1

T10 T11

THERMAL #2

T13 T14

OFF LEAD

LAG

FS3T5 T6

T9

SFM187 1

56 4

2

R

LINE#

M1

VFD1

MLB PDB

SS

MECHANICALINTERLOCK

0101

0102

0103

0104

0105

0106

0107

0108

0109

0110

0111

0112

0113

0114

0115

0116

0117

0118

3-WIRE

230v,1Ø

L1

L2

N

VM

LA

R3

R1R1

R2R2

FS4T7 T8R3

O AH

F13A

250V

SL1

R4

HIGH LEVEL ALARM

SEAL PROBES

GFI

RF

G

*PCB1(50A)

*PCB2(50A)

T1 T2 T3

L2L1

RS1SP

S1+1+2

M2

VFD2

T1 T2 T3

L2L1SP

S1+1+2

RS2

DC

REA

CTO

R

0119

0120

0121

0122

0123

SEALFAIL #1

IL

T12

SFM287 1

56 4

2

R

SL2

SEALFAIL #2

IL

CCB15A

GFICB15A

VFD1MC MB

VFD1M1 M2

RS2

ETM

RLG

VFD2MC MB

VFD2M1 M2

*MCB (100A)

*ECB (100A)

* MCB, ECB AND PCB'sSIZED PER N.E.C.

FS5 HIGH LEVEL ALARM (NON-POWERED)DIRECT CONNECT TO SCADA TERMINAL STRIP FORNON-POWERED ACTIVATION OF HIGH LEVEL ALARM

R2

R1

7

5 6 8

RTUCB15A

RTU POWER 1 L1 N 2

MOTOROLAACE RTU

DC

REA

CTO

R


WIRING DIAGRAM-SINGLE PHASE 65JUNE 2014

50.0 in/lb.45.0 in/lb.40.0 in/lb.

WIRE SIZE TORQUETERMINAL TORQUE35.0 in/lb.

AWG 6 - 4AWG 8AWG 14 - 10

AWG 3 - 2

GROUND LUGRECOMMENDED TIGHTENING TORQUE

SIZE 35.0 26.5 in/lb.SIZE 16.0 10.6 in/lb.SIZE 6.0 7.0 in/lb.SIZE 4.0 4.4 in/lb.

4.4 in/lb.SIZE 2.5

CONTROL TERMINALSRECOMMENDED TIGHTENING TORQUE

120VAC HOT RED 24VDC POSITIVE (+) ORANGE

WHITE

BLUE

YELLOW

120VAC NEUTRAL

24VAC HOT

POWER FROM OUTSIDE

BROWN

RED

BLACK

24VDC NEGATIVE (-)

12VDC POSITIVE (+)

12VDC NEGATIVE (-)

CONTROL TERMINAL IN MAIN PANEL

NEUTRAL TERMINAL AND GROUND LUGS IN MAIN PANEL

FIELD WIRING (EXTERNAL TO CONTROL PANEL)

PANEL WIRING

SEAL ALL CONDUITS ENTERING CONTROL PANEL

CONTROL PANEL IS UL508A LABELED

INSTALL IN ACCORDANCE WITH ARTICAL 504 OF THE N.E.C.

MINIMUM #16 AWG WIRE AT 600V

TERMINAL IN JUNCTION BOX

4.

8.

9.

5.

6.

7.

1.

2.

3.

PANEL SOURCE &RTU CONNECTIONS

BLUE - TYPICAL OF ALL

17 18 1920 21222324252627282930 3132333435363738

PUMP 1RUNNING

PUMP 2RUNNING

PUMP 1SEALLEAK

PUMP 2SEALLEAK

PUMPSOFFLEVEL

LEADSTARTLEVEL

LAGSTARTLEVEL

HIGHLEVELALARMNON

POWERED

POWER/PHASELOSS

PUMP 1HOAAUTO

PUMP 2HOAAUTO

RS1 RS2 SL1 SL2 FS5 R4 R1 R2 VM

TERMINAL STRIP IN CONTROL PANEL FOR SCADAOH A OH A

TORQUE TABLES

CONTROL WIRE COLOR CODE

NOTES:


WIRING DIAGRAM-SINGLE PHASE 65AJUNE 2014

THER

MAL SEN

SOR

OFFFS1

PUMP CORD

M1 M2

ALARMFS4

LAGFS3

LEADFS2

THER

MAL SEN

SOR

MOISTU

RE SEN

SOR

THER

MAL SEN

SOR

THER

MAL SEN

SOR

MOISTU

RE SEN

SOR

CUSTOM EQUIPMENT, 10X24X6MARATHON, 1333555

DIVERSIFIED, ARB-120-AEA

DIVERSIFIED, UOA-240-ALA Check this

RUSSELL STOLL, JRSB1044FR

SSAC, LLC54BA

FEDERAL VIBRATONE, 350-100V, SERIES B1

SQ.D, 6671-SDSA1175

SQ.D, 6671-SDSA1175

SQ.D, 9001-SKS43BH13

MANUFACTURER, PART#

21 JUNCTION BOX, 304SS, NEMA 4X

START RELAY MARS, 19007

ABBR.

2

1

1

2

1

4

1

2

1

22

11

2

1

1

1

21

1

1

1

2

1

2

111

QTY.

SEAL FAIL MODULE

GFI RECEPTACLE

ALARM SILENCE RELAY 120V

CONTROL RELAYS 24V

INDICATING LIGHT

SURGE SUPPRESSOR

LIGHTNING ARRESTOR

PUMP TERMINALS

FUSE 3A 250V

RUN LIGHT, GREEN

VOLTAGE MONITOR


ALARM SILENCE BUTTON

ELAPSED TIME METER

TRANSFORMER 120V/24V

ALTERNATOR

ALARM HORNALARM LIGHTHAND OFF AUTO SWITCH

FLASHERBUSS, GDB 3A

EATON, C22-L-XR-120 & M22-XLH-RSQ.D, 9001-SKP38-G9

HUBBELL GF15IL

SQ.D, 8501-KU13-V20

A.B. 700-HC14A24

EATON, C0100E1B or SQ.D. 9070T Series **

INGRAM, SSF-150W

RAB VAPORPROOF VP100DG

EATON, 6-T-3H-508RPM-406

SQ.D, 9001-SKR1BH5

BILL OF MATERIALS

EMERGENCY CIRCUIT BREAKER

CONTROL CIRCUIT BREAKER

PUMP CIRCUIT BREAKER

GFI CIRCUIT BREAKER

VARIABLE FREQUENCY DRIVES

MAIN CIRCUIT BREAKER

DESCRIPTION

DC BUS REACTOR (OPEN TYPE)

ENCLOSURE, 304 SS, NEMA3R/12 HOFFMAN, 36x36x12-3RSQ.D, QOU250 *SQ.D, QOU250 *SQ.D, QOU225 *

SQ.D, QOU115SQ.D, QOU115

YASKAWA CIMR-PW2A0056FAAYASKAWA URX000059

TERMINAL STRIP IN JUNCTION BOX & CONTROL PANEL

2 SEAL FAIL RELAY 120V SQ.D, 8501-KU13-V20

81 2 543 76 119 10 121314

GFICB

PCB1,2

LA

SS

R1-4

F1

GFI

SFM1,2

ASR

RLIL

AHASB

HOAAL

F

VM

ETMALT

XFMR

GR

VFD1,2

CCB

ENCMCBECB

P-TERJ-BOXSR

SL1,2

1 SC SURGE CAPACITOR REFER TO ELECTRICAL DWGS.WAGO 280 SERIES 22 CONTROL TERMINALS

NOTES:

* PUMP MANUFACTURER SHALLSIZE THESE BREAKERS. SUBMITSIZING CONFIRMATION WITHPANEL SHOP DRAWINGS.

** CONTROL POWER TRANSFORMERTO BE SIZED FOR ALL LOADSOPERATING SIMULTANEOUSLYPLUS ONE SIZE LARGER.

1 RTU CIRCUIT BREAKER SQ.D, QOU115RTUCB


BILL OF MATERIALS-SINGLE PHASE 65BJUNE 2014

THE PUMP SHALL HAVE AN INTEGRALLY BUILT IN GRINDER UNIT AND SUBMERSIBLE TYPEMOTOR. THE PUMP SHALL BE SUSPENDED IN THE BASIN BY TWO (2) 1" GUIDE RAILS ANDQUICK DISCONNECT LIFT OUT MOUNTING ASSEMBLY. SOLIDS SHALL BE FED IN AN UPFLOWDIRECTION TO THE GRINDER MECHANISM WITH NO OBSTRUCTIONS BELOW THE GRINDER INLET.

THE GRINDER UNIT SHALL BE CAPABLE OF CUTTING SOLID MATERIAL FOUND IN NORMALDOMESTIC SEWAGE, INCLUDING REASONABLE AMOUNTS OF FOREIGN OBJECTS, SUCH AS WOODPLASTIC, GLASS, RUBBER, SANITARY NAPKINS, DISPOSABLE DIAPERS AND PANTY HOSE INTO AFINE SLURRY THAT WILL PASS FREELY THROUGH THE PUMP, SERVICE LINE AND FORCE MAIN.

MOTORTHE PUMP MOTOR SHALL BE OF THE SUBMERSIBLE TYPE RATED FOR 2 - 7.5HORSEPOWER AT 3450 RPM. MOTOR SHALL BE THREE PHASE (PREFERRED) ORSINGLE PHASE, 230 VOLT, 60 HERTZ (ONLY WHERE THREE PHASE POWER IS NOTAVAILABLE). SINGLE PHASE MOTORS SHALL BE OF THE INVERTER DUTY TYPE.

THE STATOR WINDING SHALL BE THE OPEN TYPE WITH CLASS F INSULATION RATED FOR 105° CMAXIMUM OPERATING TEMPERATURE. THE WINDING HOUSING WILL BE FILLED WITH CLEAN DIELECTRICOIL THAT WILL LUBRICATE BEARINGS, SEALS AND TRANSFER HEAT FROM THE WINDINGS TO THEOUTER SHELL. THE MOTOR STATOR IS TO BE PRESSED INTO THE MOTOR HOUSING FOR OPTIMUMCONCENTRICITY AND ALIGNMENT, AND MAXIMUM HEAT TRANSFER. THE MOTOR SHALL BE CAPABLEOF OPERATING OVER FULL RANGE OF PERFORMANCE CURVE WITHOUT OVERLOADING MOTOR ANDCAUSING ANY OBJECTIONAL NOISE OR VIBRATION.

THE MOTOR SHALL HAVE TWO BEARINGS TO SUPPORT THE ROTOR; AN UPPER BALL BEARING TOACCOMMODATE THRUST LOADS AND A LOWER BALL BEARING TO TAKE RADIAL LOADS. BALLBEARINGS SHALL BE DESIGNED FOR A LB-10 LIFE (50,000 HOURS).

A HEAT SENSOR THERMOSTAT AND OVERLOAD SHALL BE ATTACHED TO THE TOP END OF THE MOTORWINDINGS AND SHALL STOP THE MOTOR IF THE MOTOR WINDING TEMPERATURE REACHES 200° F.THE HIGH TEMPERATURE SHUTOFF WILL CAUSE THE PUMP TO CEASE OPERATION, SHOULD ACONTROL FAILURE CAUSE THE PUMP TO RUN IN A DRY WET WELL. THE THERMOSTAT SHALL RESETAUTOMATICALLY WHEN THE MOTOR COOLS TO A SAFE OPERATING TEMPERATURE.

TYPE "B" PACKAGED FIBERGLASS PUMP LIFT STATIONS,PACKAGED FIBERGLASS VALVE BOXES, AND

STANDARD CONTROL PANELS

FURNISH AND INSTALL A COMPLETE PACKAGED TYPE "B" GRINDER PUMP STATION ASDESCRIBED BELOW:

SPECIFICATIONSDESIGN CONDITIONS

MODEL

VOLT

DISCHARGE

GPM TDH

IMPELLER

PHASE

H.P.

PUMP: MILWAUKEE, MYERS, HYDROMATIC, FLYGT, BARNES - GRINDER PUMP 2.0 - 7.5 H.P.

CONTINUED ON 66A

THE MOTOR SHALL BE PROTECTED BY TWO (2) ROTARY SHAFT SEALS MOUNTED IN TANDEM WITHAN OIL FILLED CHAMBER SEPARATING THE SEALS. THE SEALS SHALL HAVE CARBON / CERAMIC /SILICON SEAL FACES DIAMOND LAPPED TO A TOLERANCE OF ONE LIGHT BAND. METAL PARTS ANDSPRINGS FOR SEALS SHALL BE STAINLESS STEEL. AN ELECTRICAL SENSING PROBE SHALL BEMOUNTED IN THE SEAL CHAMBER TO DETECT ANY WATER LEAKAGE PAST THE LOWER SEAL.

SEAL CHAMBER


TYPE "B"-LIFT STATION CONTROL PANEL NOTES 66JUNE 2014

THE GRINDER ASSEMBLY SHALL CONSIST OF A ROTATING RADIAL CUTTER AND A STATIONARYSHREDDING RING, AND SHALL BE MOUNTED DIRECTLY BELOW THE VOLUTE PASSAGE. THEROTATING CUTTER SHALL BE THREADED ONTO THE STAINLESS STEEL SHAFT AND SHALL BELOCKED WITH A SCREW AND WASHER. THE STATIONARY SHREDDING RING SHALL BE PRESSEDONTO AN IRON HOLDING FLANGE FOR EASY REMOVAL. THE FLANGE SHALL BE PROVIDED WITHTAPPED BACK-OFF HOLES SO THAT SCREWS CAN BE USED TO PUSH THE SHREDDING RINGFROM THE HOUSING. BOTH THE RADIAL CUTTER AND SHREDDING RING SHALL BE REMOVABLEFROM THE OUTSIDE WITHOUT DISMANTLING PUMP. GRINDER ASSEMBLY SHALL BE OF SUCHCONSTRUCTION THAT NO CLEARANCE ADJUSTMENTS ARE REQUIRED WHEN ASSEMBLING. ALLGRINDING OF SOLIDS SHALL BE FROM THE ACTION OF THE RADIAL CUTTER AGAINST THESHREDDING RING. THE RADIAL CUTTER AND SHREDDING RING SHALL BE OF #440 STAINLESSSTEEL HARDENED TO 58-60 ROCKWELL C.

THE PUMP IMPELLER SHALL BE OF THE RECESSED TYPE TO PROVIDE AN OPEN UNOBSTRUCTEDPASSAGE THROUGH THE VOLUTE FOR THE GROUND SOLIDS. THE IMPELLER SHALL BECONSTRUCTED OF CAST IRON AND SHALL HAVE PUMP OUT VANES ON THE BACK SIDE OF THEIMPELLER TO KEEP SOLIDS FROM LOWER SEAL AND REDUCE PRESSURE AT THE SEAL FACES.IMPELLER SHALL BE THREADED ONTO THE STAINLESS STEEL SHAFT.

ALL IRON CASTING SHALL BE OF HIGH TENSILE CAST IRON AND SHALL BE PROPERLY CLEANED,PRE-TREATED WITH CHROMIC RINSE, AND PAINTED WITH A HIGH QUALITY ENAMEL PAINT. ALLPUMP COMPONENTS THAT ARE NOT CAST IRON OR STAINLESS STEEL SHALL BE GALVANIZED ORPAINTED WITH BAKED-ON EPOXY. ALL FASTENERS SHALL BE #302 STAINLESS STEEL.

SHALL BE A FILAMENT WOUND FIBERGLASS BASIN USING A COMMERCIAL GRADE OF GLASS FIBERHAVING A COUPLING AGENT WHICH WILL PROVIDE A SUITABLE BOND BETWEEN THE GLASSREINFORCEMENT AND THE RESIN. THE LAMINATE SHALL CONSIST OF AN INNER SURFACE, ANINTERIOR LAYER, AND AN EXTERIOR LAYER OF LAMINATE BODY. THE INNER SURFACE SHALL BEFREE OF CRACKS AND CRAZING WITH A SMOOTH FINISH. SOME WAVINESS IS PERMISSIBLE ASLONG AS THE SURFACE IS SMOOTH AND FREE OF PITS. BETWEEN 0.010 AND 0.020 INCHESOF RESIN-RICH SURFACE SHALL BE PROVIDED. THE BASIN SHALL BE PROVIDED WITH ANANTI-FLOATATION RING TO PREVENT RISING.

SHALL BE CPC MODEL VB3242 FIBERGLASS VALVE BOX WITH U.S. FOUNDRY APS-150ALUMINUM VALVE BOX COVER. VALVE BOX SHALL BE PRE-PLUMBED USING ALL SCHEDULE 80PVC PIPING AND FITTINGS, AND SHALL INCLUDE TWO (2), 2" SCHEDULE 80 PVC BALL CHECKVALVES, AND THREE (3), 2" SCHEDULE 80 PVC GATE VALVES. (ONE (1) 2" GATE VALVE ISSUPPLIED AS AN EMERGENCY PUMP-OUT). PVC PIPING IN VALVE BOX, AND WET WELL SHALLBE CONNECTED AND HELD IN PLACE BY CPC MODEL 32 RESILIENT MOUNT SEALING SYSTEM TOCOMPENSATE FOR POSSIBLE UNEVEN SETTLING OF BASIN OR VALVE BOX. SYSTEM SHALL BEPRESSURE TESTED AT 150 P.S.I. PRIOR TO SHIPMENT.

SHALL BE FABRICATED FROM 1/4" ALUMINUM DIAMOND PLATE AND BUILT TO WITHSTAND A LOADOF 150 LB. P.S.F. AND SHALL BE MANUFACTURED BY U.S. FOUNDRY, HALLIDAY, OR EQUAL.STAINLESS STEEL BOLTS, NUTS AND HINGES - LOCKING STAPLE.

SHALL BE ANCHOR SCIENTIFIC S30N0 ROTO-FLOATS OR EQUAL.

-- STAINLESS STEEL UPPER GUIDE BRACKETS -- STAINLESS STEEL GUIDE RAILS -- STAINLESS STEEL CABLE RACK -- STAINLESS STEEL LIFT CABLES

CONCRETE IS REQUIRED TO PREVENT FLOATATION OF THE FIBERGLASS BASIN. THE ENGINEEROF RECORD SHALL PROVIDE SIGNED AND SEALED BUOYANCY CALCULATIONS TO UTILITYDEPARTMENT.

ANTI-FLOATATION

ACCESSORIES

FLOATS

ALUMINUM HATCH COVERS

VALVE BOX

WET WELL

PUMP & MOTOR CASTINGS

PUMP IMPELLER

GRINDER ASSEMBLY & CONSTRUCTION


TYPE "B"-LIFT STATION CONTROL PANEL NOTES 66AJUNE 2014

TOP VIEW

SECTION

8"

(TYP.)22"

NOTES:1. GREASE TRAPS (SEPTIC TANKS) SHALL BE MANUFACTURED BY FLORIDA SEPTIC INC., SEBRING SEPTIC, AVERETT SEPTIC, OR APPROVED

EQUAL. STATEMENT: "THIS CONCRETE STRUCTURE MEETS OR EXCEEDS ALL THE REQUIREMENTS FOR GREASE INTERCEPTORS/SEPTICTANKS AS REQUIRED BY THE FLORIDA ADMINISTRATIVE CODE (F.A.C.), CHAPTERS 64E-6.013". TANK MUST BE EQUAL TO OR GREATERTHAN 750 GALLONS AS REQUIRED BY THE F.A.C.. SIZING CALCULATIONS, (3 COPIES MINIMUM), SHALL THEN BE SIGNED AND SEALEDBY THE ENGINEER-OF-RECORD AND FORWARDED TO THE DEPARTMENT FOR APPROVAL. NOTE THAT GENERATION RATES FOR ORDINARYRESTAURANTS SHALL BE 16 GPD PER SEAT PER MARTIN COUNTY UTILITY DEPARTMENTAL POLICY.

2. LID TYPES:A) 4" REGULAR LIDB) 8" TRAFFIC BEARING LID

3. ALL INTERNAL COMPONENTS WILL BE CONSTRUCTED BY GREASE TRAP INSTALLER.4. TANK INSPECTIONS WILL OCCUR WITH TANK ABOVE GROUND.5. BAFFLE SHALL BE INSTALLED 1/2 (ONE HALF) TO 2/3 (TWO THIRDS) 'D'.6. MEETS H-20 LOAD REQUIREMENTS.

U.S. FOUNDRY 420-CRING AND COVER OR

APPROVED EQUAL

INLET OUTLET

8"-18" MIN.

D

8" MIN.

6" MIN.

6" MIN.

6" MIN.

SOLIDCONCRETE

BRING CLEAN OUT TOGRADE (TYPICAL BOTHINFLUENT AND EFFLUENTLINES)

CONCRETECOLLAR AROUNDCLEAN OUT

WORDS "GREASE TRAP" OR"GREASE INTERCEPTOR"TO BE CAST IN COVER

4" MIN.INLET

OPENING

4" MIN. OUTLET OPENING(FILL OPENING AROUNDPIPE WATER TIGHT WITHWATER-PROOF GROUT -TYPICAL)

STAINLESS STEEL BRACES,BRACKETS, NUTS ANDBOLTS, OR PVCCOMPANION FLANGEw/TEE AND S.S. BOLTS(TYPICAL)

LID (SEENOTE 2) WATER

LEVEL

BAFFLE

1/2 to 2/3 D 6" MIN.

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.DOUBLE-COMPARTMENT GREASE TRAP

AND OIL SEPARATOR 67JUNE 2014

NOTES:

SUPPORT PIERS

METER

1' S

POOL PIECE

2'-0" TEE. R

ESTR

AIN M

IN.

MOTO

R A

CTU

ATED

TO P

OND

BASE

BEN

D

TWO FULL P

IPE

LENGTH

S DOWNSTREA

M

TEE. R

ESTR

AIN M

IN.

LENGTH

S UPSTREA

MTW

O FULL P

IPE

FLOW C

ONTR

OL VA

LVE

XX

XX

FLOW FOR M

ETER

ACCURACY

SPOOL PIECE

SIZE

D FOR A

DEQ

UATE

FENCE

PG

PIT

FLANGED

MANUAL

BUTTER

FLY

VALVE

W/ G

EAR B

OX

&HANDWHEE

L

PRES

SURE

GAUGE

w/PRES

S.INDICATO

R TRANSM

ITTER

ECCEN

TRIC R

EDUCER

(TYP.)

(IF NEC

ESSA

RY)

2" A

UTO

MATIC A

IR A

ND V

ACUUM V

ALVE

ASS

EMBLY W

/ C

ORP. STOP DBL. S

TRAP

SADDLE P

ER A

PPROVE

D P

RODUCT LIST

1.ALL FLANGED

PIPE AND FITTINGS

SHALL B

E DUCTILE IRON, CEM

ENT LINED

.

2.MEC

HANICAL JOINT FITTINGS

REQ

UIRED

BELOW G

RADE AND FLANGED

FITTINGS

FOR A

BOVE

GRADE USE

.

3.ALL A

BOVE

GRADE MATERIAL SH

ALL B

E COATED W

ITH P

ANTO

NE PURPLE 5

22 P

AINT PER

THE SP

ECIFICATIONS.

4.CONCRETE SU

PPORTS S

HALL B

E INSTALLED

AS

SHOWN. A

LL C

ONCRETE SH

ALL B

E 30

00 P

SI.

5.ALL A

BOVE

GROUND B

OLTING S

HALL B

E STAINLESS

STEEL.

6.PIPE SH

ALL B

E SIZE

D B

Y EN

GINEER.

7.CONCRETE MONOLITH

IC S

LAB P

OURED

TO 6

" OUTSIDE OF FENCING.

RSG

V (B

YPASS

VALVE)

w/ E

XTEN

SION &

BOX

MEC

HANICAL JO

INTS TO

BE

RES

TRAINED

(typ)

6" (typ)

6" (typ)

BULK U

SER R

ECLAIMED

WATER S

YSTEM

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.RECLAIMED WATER METERING FACILITY

(BULK USER) 68JUNE 2014

CONTROL PANEL

FPL METER

PRIMARY DISCONNECT

3'-6"

3'

12'

22'

4'-0"TO

POND

XX

XX

XX

XX

XXXX

XX

XX

XX

XX

X X

2" AUTOMATIC AIR/VACUUMVALVE ASSEMBLY W/ CORP.STOP DBL. STRAP SADDLE

PER APPROVED PRODUCT LIST

ECCENTRIC REDUCER(TYP.-IF NECESSARY)

6" THICK CONCRETEPAD WITH 6X6 WWF

POURED TO 6" OUTSIDEOF FENCING (typ)

6" (typ)

MOTOR ACTUATED FLOWCONTROL VALVE

FLOW METER

PRESSURE GAUGE w/PRESSURE INDICATOR

TRANSMITTER

MJ RSGV (BYPASS VALVE)W/ EXTENSION & BOX

(LID MARKED "RECLAIMED")AND CONC. SLAB

FLANGED MANUALBUTTERFLY VALVE

W/ GEAR BOX& HANDWHEEL

6' HIGH CHAIN LINK FENCE(SEE FENCE DETAILS, DWG # 55& SPECIFICATIONS, SECTION VII) 6' WIDE GATE

BULK USER RECLAIMED WATER SYSTEM

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.RECLAIMED WATER METERING FACILITY PLAN

(BULK USER) 69JUNE 2014

POSITIONER

CONTROL VALVEMETERFLOW

OUTPUTPULSE

CONVERTER

POSITION SIGNAL

PERIOD FLOW TOTAL

LOSS OF POWER

VALVE POSITION

VALVE CLOSE END OF CYCLE

HIGH LEVEL

FLOW

CONTROLLERSCADA P.L.C.

AND TIMERESET ALLOCATION

MODBUS SIGNAL

AUTOOPEN/CLOSE

VALVE

FIELD

PANE

L

LEVEL SENSOR

VALVE

RECEIVING LAKE

LEVEL READOUT

FIELD

COM

PONE

NTS

4-20mA

AT C

ENTR

AL S

TATION

FULLY OPEN/FULLY CLOSED(4-20 mA)

PRESSURE TRANSMITTER

MANUALSTAFFGAUGE



CONTROL SCHEMATIC (BULK USER) 70JUNE 2014

20' x 3/4" GROUND ROD

RECLAIMED WATERMETERINGPANEL

PRESS.TRANSMITTER

FLOWMETER

CONTROL VALVECONTROLS

INDICATORPOSITION

CONTROL VALVE

3/4" PVC CONDUIT

3/4" PVC, 2#18SHLD, 1#12G.

3/4" PVC, 2#18 SHLD, 1#12G.

3/4" PVC, 6#14

1" LEVEL TRANSMITTER

1" PVC, 3#10 TOFPL SERVICE

CONDUIT SCHEMATIC

CONTROL PANEL DEADFRONT LAYOUT (BULK USER)

FLOW

OPEN CLOSE

LEVEL

VALVE

SEE INSTRUCTIONS

TEST TEST

RESET R

ESET

TEST MONTHLY

BULK U

SER R

ECLAIMED

WATER S

YSTEM


CONTROL PANEL (BULK USERS) 71JUNE 2014

NOTES:

5'-6" +

/- 6

"

8"

POWER SOURCE

#4 @ 12" O.C.E.W.

FINISH GRADE

OR STAINLESS STEEL3" CONCRETE, ALUMINUM,

CONTROL PANEL

6"

6"

POSTS

1.

2.

3.

4.5.

ELECTRIC METER AND PRIMARY DISCONNECT MOUNTED TO UNI-STRUT ON BACKSIDE OF PANEL.ALL POWER AND CONTROLS LINES SHALL BE CONTINUOUS ( NO SPLICES ).

GROUND FAULT INTERRUPTER ON CONVENIENCE RECEPTACLE.

PANEL MOUNTED TO S/S UNI-STRUT BY WELDED TABS.

CONTROL PANEL SHALL BE UL LISTED AS A UNIT.6.

7. ALL HARDWARE, NUTS & BOLTS, AND APPURTENANCES ABOVE GROUND SHALLBE 316 STAINLESS STEEL.

ALUMINUM POSTS IN CONCRETE SHALL BE COATED WITH BITUMASTIC.

3/4" CONDUIT FORPRESS. TRANSMITTER



CONTROL PANEL DETAILS (BULK USER) 72JUNE 2014

BACK VIEW OF CONTROL PANEL

TRANSFORMERTO F.P. & L. CO.

FIN. GRADE

FEEDERS & CONDUIT

OR S.S. POSTS3" CONC., ALUM.,

SERVICE METERF.P. & L. CO.

3/4" X 8'-0" LONGCOPPER CLAD GROUND ROD

1 - #6 IN 3/4" CONDUIT

S.S. CONTROL PANEL

SURGE ARRESTOR

THERM-O-WELD

LIGHTNING ARRESTER

PRIMARY DISCONNECT

S.S. OR ALUM.



CONTROL PANEL - BACK VIEW (BULK USER) 73JUNE 2014

12" Ø x ___ FT LONG CORRUGATEDALUMINUM DRAINPIPE FOR STILLING WELL

BLUE RIBBON BIRDCAGE MODEL 3112

FLEX CONDUIT

ALUMINUM BREATHERHOUSING WITH TRANSMITTER

10' MIN. SETBACKFROM TOP OF BANK

CONTRACTOR TOINSTALL WIRING COMPLETE

RIP RAP HEADWALL (ENGINEER OFRECORD TO DETERMINE DIMENSIONS)

12" Ø CMP (ALUMINUM)INVERT EL. =

3" PVC STILLPIPE WITH3/8" Ø PERFORATIONS

BOTTOM OFRECEIVING

LAKE4'-0" M

IN.

SUBMER

GEN

CE

ELECTRICALCONDUIT

10 YR-1 DAYSTORM EVENTWATER EL.=

MAX WET SEASONWATER EL.=

4'-0" M

IN.

EMBED

MEN

T

GALVANIZEDSIGN POSTWITH STAFF

GAUGE

15'-0"

NOTES:

1. SIGN POST SHALL BE 12' LONG, STEEL, U-CHANNEL SIGN POST FOR LAKE LEVELSTAFF GAUGE ATTACHMENT, USA BLUEBOOK ITEM # 53759 OR APPROVED EQUAL.TRIM AS NECESSARY.

2. LAKE LEVEL GAUGE SHALL BE 4" WIDE FIBERGLASS STREAM GAUGE MARKED ININCREMENTS OF FEET, TENTHS AND HUNDREDTHS, BEN MEADOWS ITEM #8JH-12511* (*=WATER LEVEL) OR APPROVED EQUAL.

A. A LICENSED SURVEYOR MUST SET THE GAUGE TO ACCURATELY DISPLAYELEVATION IN NGVD 1929.

B. GAUGE MUST BE VISIBLE 1 FOOT ABOVE THE TOP OF BANK AND THE BOTTOMOF THE GAUGE MUST TOUCH THE BOTTOM OF THE LAKE. THE GAUGE SHALL BEPLACED IN A DEEP PART OF THE POND TO ENSURE VISIBILITY AS THE WATERRECEDES DURING THE DRY SEASON.



LAKE STILLING WELL (BULK USER) 74JUNE 2014

NOTE: FOR POSTING IN AREAS THAT IRRIGATEWITH RECLAIMED WATER

NOTE: FOR POSTING AROUND STORAGE LAKES/PONDSTHAT USE RECLAIMED WATER.

RECLAIMED WATERLAKE CONTAINS

"NO NADAR"

"DO NOT SWIM"

"NO BEBER"

"DO NOT DRINK"

A Water Conscious Community

A Water Conscious Community

RECLAIMED WATERUsed for Irrigation

"DO NOT DRINK"

"NO BEBER"

A

O

IR

TR

MTY FO

S C

OETA

T

F LF

UO

N

AD

I N

A

O

IR

TR

MTY FO

S C

OETA

T

F LF

UO

N

AD

I N

RT I

R I DA

N

OFYT M

OU

TTA

CS

FE

O OLF

N ART I

R I DA

N

OFYT M

OU

TTA

CS

FE

O OLF

N A



RECLAIMED WATER SIGNAGE (BULK USER) 75JUNE 2014

CONCRETE COLLAR

PLAN

ELEVATION

8"

24"

8"

24"

6"

RECLAIMED WATER SYSTEM(BULK AND PRESSURIZED)


COVER, C.I. OR BRONZE, MARKED"RECLAIMED WATER"(PURPLE PANTONE 522)

CONTINUOUS STRANDED COPPER WIRETERMINATING IN CURB STOP BOX IN PAD,10 GAUGE FOR ALL OPEN CUT CONSTRUCTION,8 GAUGE FOR ALL DIRECTIONALLY DRILLEDCONSTRUCTION (PURPLE PANTONE 522)

2" BRASS CLEANOUT TOPAND PVC THREADED BOX

C.I. ADJUSTABLE VALVE BOX(INSIDE SCREW TYPE)

SQUARE NUT

VALVE STEM RISER REQUIREDFOR DEPTHS EXCEEDING 4'

APPROVED MECHANICALJOINT VALVE HALF HITCH

(typ)

PROVIDE 18" LOOP, WRAPPED IN BOX

TOP OFPAVEMENT

NOTE:

1. A LOCATION BALL (3M EMS BALL MARKERS; RECLAIMED WATER/PURPLE,MODEL No. 1408-XR) SHALL BE INSTALLED AT EACH FITTING AND/OREVERY 100 FEET OF SEPARATION.

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.RECLAIMED WATER VALVE SETTING DETAIL

(BULK USER AND PRESSURIZED SYSTEMS) 76JUNE 2014

2 1/2" BRASS NSFTDISCHARGE WITH CAPAND CHAIN

VALVE STEM

BRONZE BODY BALL VALVEWITH AUTOMATIC WEEP

90° BEND

FLUSHING ASSEMBLY

CAP OR PLUG

MAIN

2" BALL VALVE

2" POLYETHYLENE

NOTES:

3'MIN.

W/ 2" TAP

(THREADED)

OR COPPER

LOCATOR WIRE

1. FLUSHING HYDRANT ASSEMBLY SHALL BE GIL INDUSTRIES, AQUARIUS ONE-O-ONE2" POST FLUSHING HIDDEN HYDRANT.

2. MAIN TO BE RESTRAINED FOR TWO FULL LENGTHS.

3. LID SHALL BE LOCKABLE AND MARKED "RECLAIMED WATER".

6"#57STONE

FLUSH HYDRANT BOX w/ LID LABELED "RECLAIMED WATER"TO BE SUPPLIED BY CONTRACTOR ( POLYMER CONCRETEAND FIBER REINFORCED POLYESTER-PERMANENT PURPLEPANTONE 522 COLOR) 17"x30" CDR SYSTEMS, ORAPPROVED EQUAL.

RECLAIMED WATER SYSTEM(BULK AND PRESSURIZED)

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.RECLAIMED WATER FLUSHING HYDRANT

(BULK USER AND PRESSURIZED SYSTEMS) 77JUNE 2014

R/W LINE AT PROPERTY CORNER

SERVICE TUBING 1" TO 2" SHALL BEPOLYETHYLENE

DOUBLE STRAP TAP SADDLETAPPED AWWA THREADS

CORP STOP

NOTES:

30" MIN. COVE

R 8"

1.

2.

3.

4.

5.

MIN.

6.

RECLAIMED WATERMAIN

METER TO HAVE "PURPLE" COLLAR.METER BOX TO BE SUPPLIED BYCONTRACTOR AND SHALL BEPERMANANT PURPLE IN COLOR (CDR& BOXES) WITH LID MARKED"RECLAIMED WATER".

MIN. SERVICE LINES SHALL BE AS FOLLOWS: 1" FOR SINGLE AND DOUBLESERVICES WHERE METER SIZE IS 5/8"; 2" FOR SINGLE AND DOUBLESERVICES WHERE METER SIZE IS 1".

COMPRESSION FITTINGS SHALL BE SUITABLE FOR TUBING USED AND REQUIREMETAL (S.S.) INSERTS.

DOUBLE SERVICES REQUIRE "U" BRANCH WITH ANGLE CURB STOPS.

POLYETHYLENE SHALL BE AS DEFINED BY A.S.T.M. D2737 SDR9 ANDA.W.W.A. 901, LATEST EDITION, AND BE PRESSURE RATED FOR 200 PSI.(COLORED PURPLE PANTONE 522).

TUBING SHALL BE MARKED WITH SIZE, MANUFACTURERS NAME, WORKINGPRESSURE, NATIONAL SANITATION FOUNDATION APPROVAL, A.S.T.M.SPECIFICATION AND PRODUCTION CODE. TUBING SHALL HAVE AN OUTSIDEDIAMETER EQUIVALENT TO THE OUTER DIAMETER OF COPPER TUBING.

SERVICE LOCATOR WIRE SHALL BE LAID IN THE TRENCH WITH ALL SERVICES,CONNECTED TO THE MAIN WIRE AND WRAPPED AROUND THE SERVICE PIPINGOR TUBING. WIRE FOR RECLAIMED WATER SHALL BE PURPLE IN COLOR.

PRESSURIZED RECLAIMED WATER SYSTEM

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.PRESSURIZED RECLAIMED WATER SYSTEM

SERVICE CONNECTION DETAIL - 5/8" OR 1" METER 78JUNE 2014

ROADWAY

3

2

1

8

9

LP

5' MIN.

PLAN

METER ASSEMBLY

POLYTUBING

ROADWAY

CASING

30"

36"

MIN.

MIN.

PROFILE

NOTES:

P PL L

RECLAIMED WATER MAIN

4' 4'

2' GUTTER

R/W

R/W

EASEMENT (TYP.)

SSSS

SS12

" M

AX

.(T

YP

)

1. HOUSE SERVICE LATERAL UNDER PAVEMENT SHALL BE INSTALLED THROUGH A2" BLACK IRON PIPE OR PVC SCH. 80 CASING.

2. TAPPING SADDLE AND CORPORATION STOP MUST BE PLACED IN ACCESSABLEAREAS, OUT FROM UNDER ANY PAVED AREAS.

3. RECLAIMED WATER SERVICE TO BE LOCATED ADJACENT TO SANITARY SERVICELOCATIONS.

12" MAX.(TYP)

WM

WM

WM

WM

PL7

LP

PL

WATER MAINSANITARY SEWER

RECLAIMEDWATER METER (typ)

TYPICAL SINGLERECLAIMED SERVICE

TYPICAL DOUBLE SAN.SERVICE LATERAL W/

CLEAN OUT

DOUBLE WATERSERVICE

RECLAIMEDWATER MAIN

TYPICAL DOUBLERECLAIMED SERVICE

DOUBLE WATER SERVICE

BFPASSEMBLY (typ)

WATER MAIN

CASING

CASING



SERVICE CONNECTIONS PLAN & PROFILE (SINGLE AND DOUBLE) 79JUNE 2014

PROVIDE NIPPLEw/ TEMP. CAP

TRANSITION BETWEENPOLYTUBE AND P.V.C.

FLOW

W/ FORD OR MUELLER2" COUPLING

VARIES

BY CONTRACTOR

NOTES:

1. ALL VALVES TO BE STRAIGHT 2" BALL VALVES WITH LOCK- WING.(FLANGE AT METER) FORD OR APPROVED EQUAL.

2. SEE TYPICAL SERVICE DETAIL FOR MAIN CONNECTION.

3. METER BOX SHALL BE POLYMER CONCRETE FIBER REINFORCEDPOLYESTER, AND "PURPLE" IN COLOR. (PANTONE 522)

4. PIPING SHALL BE 2" SCHEDULE 80 PVC WITH SCHEDULE 80FITTINGS.

5. LID SHALL BE PURPLE AND MARKED "RECLAIMED WATER".



2" METER DETAIL 80JUNE 2014

TUBE, M

IN. SIZE

-2".

ENTIRE

MANIFOLD (EX

CLU

DING

ELEC

TRICAL CONNEC

TIONS

AND

ADJU

STING C

ONTR

OLS) SH

ALL

BE

PRIMED

AND P

AINTED,

(SEE

DETAIL #

RU-06

)

( S

EE N

OTE A

T RIGHT)

*MANIFOLD FABRICATION: MANIFOLDS

TO B

E FA

BRICATED U

SING D

UCTILE

IRON, BRASS

PIPING, OR C

OPPER

BRASS

TRUE

UNION

CONTR

OL VA

LVE: -

AMES

CO. MODEL 9

51-65

1A-15-43

-02

-38

-85

-2-

PG O

R95

1-65

1-AD-15-43

-02

-38

-2-

PG C

OMBINATION R

ATE O

F FLOW/ P

RES

SURE

RED

UCING/SO

LENOID S

HUT OFF (120

VAC.) N

.C. ANGLE C

ONFIGURATION FLANGED

.VA

LVE BODY

TO B

E EP

OXY

COATED W

ITH S

TAINLESS

STEEL TRIM. ORIFICE PLATE A

SSP

ECIFIED. SIZE

TO B

E DETER

MINED

BY

IRRIGATION D

ESIGNER

.

FOR 2

" AND S

MALLER

USE

FORD B

ALL V

ALVE

CURB S

TOP W

ITH R

ECLA

IMED

WATER TEE

-HEA

D &

PADLO

CK W

INGS

(2"-

Mod

el B

RW11-78

8W,

ADJU

ST M

ODEL FOR S

IZE). FO

R 2

-1/

2" O

RGREA

TER U

SE A

MER

ICAN R

ESILIENT SE

AT GATE

VALVE

WITH G

ALV. CHAIN &

COUNTY P

ADLO

CK

DISTA

NCE

VARIES

24" MIN.HEIGHT

ORIFICE

PLA

TE: SIZE

DTO

MATC

H V

ALVE, S

HOP

DRAWING S

UBMITTA

LREQ

UIRED

TO V

ERIFY

FLOW R

ATE.

FLOW S

ENSO

R: WATER

SPEC

IALTIES

PROPELLER

ML-

04-D

3 PIPE

DIA.

3-5

PIPE

DIA.

NOTES:

1.TW

O (2) G

LYCER

IN FILLED/SS

BODY

PRES

SURE

GAUGES

SHALL B

E INSTALLED

ON H

IGH A

ND LOW S

IDE

PORTS O

F CONTR

OL VA

LVE.

2.FENCE:

48" HIGH, VINYL-COATED, w/ 4

8" W

IDE

LOCKABLE G

ATE.

3.ALL P

RES

SURIZED

REC

LAIMED

FACILITIES

TO B

E PAINTED P

ER S

PEC

IFICATIONS

FOR R

ECLA

IMED

WATER S

YSTEMS

(PAGE

49).

REC

LAIMED

WATER

SUPPLY LINE

POINT OF CONNEC

TION

MEG

-A-LU

G R

ETAINER

S(TYP

) WHEN

C-90

0OR D

.I.P. IS U

SED

*WHEN

REU

SE W

ATER S

UPPLY LINE

IS D

.I.P. OR P

VC (C-90

0) INLET

RISER

PIPE

SHALL B

E D.I.P. WITH C

OMPANION FLA

NGE

CONNEC

TED TO

CONTR

OL VA

LVE. W

HEN

SUPPLY LINE

IS 2

" PVC

SCH 8

0, A

PVC

FEMALE A

DAPTER S

HALL B

E USE

D A

T TH

E DOWNSTREA

M S

IDE

OF TH

EBEN

D A

ND R

ISER

PIPE

SHALL B

E BRASS

.

PIPE

FROM P

OINT OF CONNEC

TION TO

MANIFOLD TO B

E C-90

0 PURPLE P

VC O

RDIP A

S REQ

UIRED

, SIZE

PER

POINT OF

CONNEC

TION TO B

ASE

OF MANIFOLD

5 PIPE

DIA.

GLYCER

INFILLED

GAUGE

0-100

PSIG

GLYCER

IN FILLED

GAUGE

0-150

PSIG

CONDUIT

PRIVATE OWNERSHIPMCU OWNERSHIP

XXX

XXX

RISER

PIPE*

PRES

SURIZED

REC

LAIMED

WATER S

YSTEM

BRASS

OR C

OPPER

TUBE

TOIRRIGATION

SYSTEM

RS

GATE V

ALVE

STANDARD

(REC

LAIMED

) VA

LVE

BOX

FINISHED

GRADE

90° B

END

4" THICK, 40

00 p

si, CLA

SS II,

CONCRETE

PAD W

ITH 6

x6 W

WF,

POURED

TO 6

" OUTSIDE

OF

FENCING (typ)

6" (typ)

90° B

END

6" (typ)

FENCE

(SEE

NOTE 2

)


POINT OF CONNECTION DETAIL-CONNECTION CONTROLS 81JUNE 2014

OUTLET

METER

X

XXXX

XX

XX

XX

X

X X X X

XX

XX

XX

INLET

TR 2

8

PRES

SURIZED

REC

LAIMED

WATER S

YSTEM

RECLAIMED CONTROLPANEL (RCP)

4" THICK, 40

00 p

si,

CLA

SS II, CONCRETE

PAD W

ITH 6

x6 W

WF,

POURED

TO 6

"OUTSIDE

OF

FENCING (typ)

6" (typ)

48" HIGH, VINYL-COATED FEN

CE

FLOW

SENSO

R

48" LO

CKABLE S

WING G

ATE.

COORDINATE LOCATION

WITH M

CU &

SW

3/4"

CONDUITS

FP&L

CONDUIT

CONTR

OL

VALVE


POINT OF CONNECTION PLAN-CONNECTION CONTROLS 82JUNE 2014

FRONT VIEW

(N.T.S.)

SEE

INSTRUCTIONS

TEST

TEST

RESET

RESET

TEST M

ONTH

LY

FLOW

OPE

NCLOSE

REC

LAIMED

WATER ENCLOSU

RE

DEA

D FRONT DOOR LAYO

UT

(N.T.S.)

REC

LAIMED

WATER E

NCLO

SURE

NEM

A 3

R/12, SS

, WHITE PAINTED EXTER

IOR

(24"Wx30"Hx8"D)

MOUNT ON R

EAR O

FREC

LAIMED

POWER

PED

ESTA

L(SEE

DWG N

o. 8

5)

26.00

20.50

30.00

24.00

VALVE

PRES

SURIZED

REC

LAIMED

WATER S

YSTEM


CONTROL PANEL (FRONT) - CONNECTION CONTROLS 83JUNE 2014

FP&L POWER IN

TO VALVETO FLOW METER


MOUNT CONTROL PANELAND ELECTRICAL COMPONENTSON TWO (2)~4" ALUMINUMPOSTS WITH STAINLESS STEELUNI-STRUTS. EMBED IN 1' ØBY 4' DEEP CONCRETE BASE.

JUNCTION BOX

CONDUIT

STAINLESS STEELNEMA 4 ELECTRICALDISCONNECT BOX

TR 28

3/4" CONDUIT

FINISHED GRADEGROUNDWIRE

TOGROUNDROD

5.0' ±

4.0' (typ)

1.0'(typ)

NOTES:

1. CONTRACTOR SHALL FURNISH AND INSTALL ALUMINUM POSTS W/ UNI-STRUTS AND STAINLESS STEEL NEMA 4DISCONNECT SWITCH AND ENCLOSURE.

2. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT AND WIRES BETWEEN FIXTURES AND CONTROL PANEL.3. ELECTRIC METER AND PRIMARY DISCONNECT MOUNTED TO UNI-STRUT ON BACK SIDE OF PANEL.4. ALL POWER AND CONTROLS LINES SHALL BE CONTINUOUS (NO SPLICES).5. PANEL MOUNTED TO S/S UNI-STRUT BY WELDED TABS.6. ALUMINUM POSTS IN CONCRETE SHALL BE COATED WITH BITUMASTIC, BOTH EXTERIOR AND INTERIOR.7. ALL HARDWARE, NUTS & BOLTS, AND APPURTENANCES ABOVE GROUND SHALL BE 316 STAINLESS STEEL.


TYPICAL CONTROL CENTER - CONNECTION CONTROLS 84JUNE 2014

4

DOWNSTREAM OF MAIN VALVE OUTLET.INSTALLED 3 TO 5 PIPE DIAMETERSORIFICE PLATE ASSEMBLY SHOULD BE

6

2. ISOLATION COCKS1. CONTROL VALVE

8. RATE OF FLOW PILOT9. ORIFICE PLATE ASSEMBLY

7. PRESSURE REDUCING PILOT

4. RESTRICTION FITTING5. OPENING SPEED CONTROL6. TWO-WAY SOLENOID (120VAC)

3. LARGE CONTROL FILTER

RATE OF FLOW, PRESSURE REDUCING & SOLENOID SHUTOFF VALVEEQUIPPED WITH LARGE CONTROL FILTER AND SPEED CONTROL

2

3 5

NOTE:

91

7

2

8

222



TYPICAL CONTROL VALVE SCHEMATIC-CONNECTION CONTROLS85JUNE 2014

3

MODEL SB-18SS, MFG. BY: V.T.I.

12

5

4 3

5

7

6

4

8FT. MIN.

8FT. MIN.

8FT. MIN.

GROUND ROD LAYOUT GROUND ROD ASSEMBLY

LEGEND:

1. RCP PANEL.2. #10 AWG SOLID BARE COPPER WIRE FROM GROUNDING ROD TO RCP. MAKE WIRE AS SHORT AND STRAIGHT AS

POSSIBLE.3. COVER GROUNDING ROD WITH 10" ROUND VALVE BOX.4. 5/8" X 8' COPPER CLAD GROUNDING ROD. INSTALL RODS IN SOIL IN A TRIANGULAR PATTERN SPACED A MINIMUM

OF 8' APART FROM EACH OTHER. GROUNDING GRID TO HAVE A RESISTANCE OF 5 OHMS OR LESS.5. #10 AWG BARE COPPER BETWEEN GROUNDING RODS.6. BRASS WIRE CLAMP. USE SEPARATE CLAMP FOR EACH WIRE.7. FINISH GRADE.

3-ROD GROUNDING GRID INSTALLATIONTHE 3 RODS SHALL BE DRIVEN INTO THE GROUND WITH THE TOP OF THE ROD AT LEAST 6" BELOW THE FINISHGRADE. THE RODS SHALL BE TIED TOGETHER BELOW GRADE WITH #10 GAUGE OR LARGER BARE COPPER WIRE. THEWIRE SHALL BE ATTACHED TO THE ROD USING A BRASS CLAMP. A SEPARATE BRASS CLAMP SHALL BE USED FOREACH ATTACHMENT. NOTE! NO MORE THAN ONE WIRE SHALL BE USED IN ANY INDIVIDUAL CLAMP - MULTIPLE WIRESSHALL NOT BE ALLOWED. ANY ROD THAT HAS A GROUND WIRE CONNECTED TO IT, COMING FROM THE SURGEARRESTOR AT THE EQUIPMENT OR GROUNDING THE EQUIPMENT, SHALL HAVE A 6" AMETEK OR CARSON VALVE BOX,PURPLE COLOR INSTALLED AROUND THE TOP OF THE ROD. THIS SHALL PROVIDE FUTURE ACCESS FOR MAINTENANCE.



3-ROD GROUNDING GRID DETAIL-CONNECTION CONTROLS 86JUNE 2014

DISTANCE ATWHICH (B) GOVERNS

MINIMUM FALL BETWEEN LIFTS *USE GREATER VALUE OF (A) OR (B)PIPE DIA.

0.2% x DISTANCE > 125 FT10" 0.25 FT

* WHEN NOT BETWEEN LIFTS, USE 0.2% SLOPE

0.2% x DISTANCE4" 0.25 FT

6" 0.25 FT

0.25 FT8" 0.2% x DISTANCE

0.2% x DISTANCE

(A)

3" 0.20 FT 0.2% x DISTANCE

(B)

> 125 FT

> 125 FT

> 125 FT

> 100 FT

SLOPE SCHEDULE

3' MAX. IN ANY ONE LIFT

45° PVC ELBOW

45° PVC ELBOW

VACUUM MAIN

FLOW

SCH 40 OR SDR-21PVC PIPE

NOTE:

1. MAGNETIC MARKERS SHALL BE PLACED AT EVERY FITTING, LIFT,AND EVERY 100 ft. ALONG THE VACUUM MAIN INSTALLATION. (EMSMARKER SYSTEM, OMNI MARKER; SEWER/GREEN, USA BLUEBOOKITEM No. 75027)

MARTIN COUNTY CONSTRUCTION STANDARDS & DETAILSREVISION DWG No.VACUUM SEWER

LIFT DETAIL AND SLOPE SCHEDULE 87JUNE 2014

VACUUM MAIN

45° BEND W/ REIBERGASKET (TYP.)

24"MIN.

45° BEND W/ REIBERGASKET (TYP.)


VACUUM MAIN - CHANGE OF DIRECTION 88JUNE 2014

3/8" BARB ADAPTORWITH CAP

3/4" FPT, COMPRESSION FITTING,FLO-CONTROL #831-07

3/4", SDR-7, 200 PSI,POLYETHYLENE TUBING

6" PVC PIPE EXTENSION

3/4" MPT, COMPRESSION FITTING,FLO-CONTROL #830-07

STAINLESS STEEL BAND FITTINGWITH 3/4" MPT CONNECTIONAND RUBBER SEAL RING TO PIPE

OPTIONAL GAUGE TAP

COMPACTED FILL

FLOW

GRADE

DIVISION VALVE SUPPORT INFORMATION

SUPPORT SIZE1" THICK X 1.75' SQUARE1" THICK X 2.25' SQUARE1" THICK X 3.00' SQUARE1" THICK X 3.50' SQUARE

VALVE SIZE4"6"8"10"

CONTINUOUS 10 GAUGE STRANDEDCOPPER WIRE, COLOR BROWN,TERMINATING IN CURB STOP BOX INPAD, FOR ALL OPEN CUT CONSTRUCTION.

BLOCKS OR MASS CONCRETE

PIPE EMBEDMENTMATERIAL

STANDARD CAST IRONADJUSTABLE VALVE BOX

VALVE EXTENSIONWITH 2" SQUARE NUT

C.I. COVER, MARKED "SEWER"

2" BRASS CLEANOUTTOP AND PVCTHREADED BOX

HALF HITCH(typ)

CAST IRON VALVE BOXCOVERCONCRETE COLLAR


PLAN

8"

24"

8"

24"

CONCRETE COLLAR

PROVIDE 18"LOOP, WRAPPEDIN BOX


ISOLATION VALVE & BOX W/ OPTIONAL GAUGE TAP 89JUNE 2014

20' MIN.

FROM A

LIFT

45°

VACUUM BRANCH

FLOW

PLAN VIEW

FLOW

WYE ROLLED AT 45°

45° ELBOW

6' MIN. FROM TOP OFLIFT

6"±

45° ELBOW

LIMIT OF ASSEMBLY

A

VACUUM MAIN

VACUUM SEWER BRANCH

45° ELBOW

SECTION A-A

VACUUM LINE VIEWEDINTO/OUT OF SHEET

BOTTOM OF BRANCH IS2" MINIMUM ABOVETOP OF MAIN

VACUUMBRANCH

ISOLATIONVALVE

24"MIN.

A


BRANCH TO MAIN CONNECTION ASSEMBLY 90JUNE 2014

11.86"

12.84"

9.32"

10.21"

10 x 10 x 3

8 x 8 x 3

6 x 6 x 3

WYE SIZE

4 x 4 x 3

3 25/32"

3 25/32"

3 25/32"

14 3/8"

10 1/2"

13"

3 25/32"

A

9 1/4"

B

*1

C

1.00'

1.10'

0.85'

D- INVERT

0.78'

CD

B

A

*

*2

FROM VALVE PIT

FLOW

*2 - 90° ELL TURNED TO SIDE

FLOW

*1 - WYE FITTING VACUUM MAIN

PLAN VIEW

ELEVATION

DIMENSIONS BASED ON SPEARS MANUFACTURING1. 45 DEG WYE, SOCKET x SOCKET x SOCKET2. 90 DEG ELL, SOCKET x SOCKET

3" SERVICE LATERAL, 2" OR0.2% FALL FROM VALVE TOMAIN. (MIN.)FL

OW


VALVE PIT TO MAIN CONNECTION 91JUNE 2014

FLOW

RIGHT-OF-WAY

EXISTING PAVEMENT

VACUUM SEWER MAIN

RIGHT-OF-WAY

AIRVAC VALVE PITASSEMBLY (TYP.)

VACUUM SEWER LATERAL (TYP.)

5' MIN.


MINIMUM SPACING BETWEEN CONNECTIONS 92JUNE 2014

TYPICAL VALVE PIT ASSEMBLY

FINISHED GRADE

4" THICK X 6" WIDE CONCRETERING AS REQUIRED

COMPACTED SELECT FILLMATERIAL WITH MINIMUMDENSITY OF 100 LBS PERCUBIC FOOT

SAND OR OTHER SUITABLEFILL MATERIAL, MAY BE THESAME AS ABOVEANTI-BOUYANCY COLLAR

COMPACTED GRANULAR BEDDINGFROM BOTTOM OF EXCAVATION TOCENTER LINE OF GRAVITYSTUB-OUT IN SUITABLE MATERIALSUCH AS #57 STONE, CRUSHEDSEA SHELL, "PEA" GRAVEL, DONOT BED IN OTHER MATERIALWITHOUT AIRVAC APPROVAL

UNDISTURBED SOIL


VALVE PIT BEDDING AND BACKFILL 93JUNE 2014

2'-0"

GRADE

'A''A'

'B''B'

1'-5"(MIN)

VACUUM SEWER MAIN(DIRECTION OF FLOWINTO PAPER)

3" SUCTION LINE

2" SENSOR LINE

3'-6"

4" THICK X 6" WIDE CONCRETERING AS REQUIRED

AIRVAC FLEXIBLECONNECTOR

MODEL VP3030WT

NEENAH R5900, CAST IRON FRAME AND LIDRATED FOR H20 LOADING, OPTIONALNON-TRAFFIC CAST IRON LID IS AVAILABLE

4" OR 6" GRAVITYSTUB-OUT WITH GLUED CAP(TYP.)


STANDARD 1-PIECE VALVE PIT 94JUNE 2014

INTERGRAL ANTI-BUOYANCY COLLARAIRVAC 3"VACUUM VALVE

4" OR 6" SDR 21 OR SCHEDULE40 PVC PIPE, SEE SPECIFICATIONS

SECTION 'A'-A'4'-0"

℄ 3" VACUUMLATERAL ANDAIRVAC VALVE

℄ 3" VACUUM LATERALAND AIRVAC VALVE

6' MIN. LENGTHGRAVITY STUB-OUTWITH GLUED ON CAP

GLUE HALF OF A SLIPCOUPLING IN PLACE4" FROM END OFGRAVITY STUB-OUT TOACT AS A STOP

SHOWING UP TO 4 GRAVITYCONNECTIONS TO SUMP

SECTION 'B'-'B'

4" ± 18 "

4" OR 6" GRAVITYSTUB-OUT WITHGLUED CAP (TYP.)

NOTE:

1. EVIDENCE THAT COUPONS FROM GRAVITY SEWER LATERAL CONNECTIONS TO THE VALVEPIT SUMP MUST BE PRESENTED TO THE MCU INSPECTOR PRIOR ACCEPTANCE ANDPLACEMENT OF VALVE PIT INTO OPERATION


STANDARD 1-PIECE VALVE PIT (SECTIONS) 95JUNE 2014

4'-6"

8'-2"

3'-8"

3"SCHEDULE40 COUPLING

3"SCHEDULE

40 COUPLING

3" SPECIAL PVC FLEXIBLE HOSEWITH OD CONTROLLED TO PIPE

TOLERANCES (BY AIRVAC)

3" SCHEDULE 21PVC PIPE

NOTE:1. FLEXIBLE CONNECTOR USED TO CONNECT VALVE PIT TO 3" VACUUM SERVICE LATERAL2. FLEXIBLE CONNECTOR LENGTH MAY NOT BE ALTERED, DO NOT CUT PVC PIPE OF

FLEXIBLE HOSE


VALVE PIT FLEXIBLE CONNECTION 96JUNE 2014

3" VACUUM SERVICE LATERALPREVIOUSLY INSTALLED AND

CONNECTED TO VACUUM BRANCHOR MAIN

GRADE

2' M

IN.

FLOW

FLOW

4" OR 6" GRAVITYSTUB-OUT WITH GLUEDCAP (TYP.)

AIRVAC VALVE PITLOCATED WITHIN

RIGHT-OF-WAY (TYP.)

EXISTINGHOUSE

FLOW

PLACE MAGNETIC MARKER AT PLUG.(EMS MARKER SYSTEM, OMNI MARKER;SEWER/GREEN, USA BLUEBOOK ITEMNo. 75027)

RIGHT-

OF-

WAY

APPROX. 3'-6"(CAN BE AS MUCHAS 7' W/ 8-1/2'

PIT)

EXISTING GRAVITY SERVICELATERAL FROM RESIDENCE

NOTE:DO NOT INSTALL AIRVAC VALVE UNTIL 4" AIR-INTAKE ASSEMBLY IS IN PLACE


VALVE PIT - PRIOR TO HOUSE CONNECTION 97JUNE 2014

5' MIN.

AIRVACVALVE PITASSEMBLY

45° ELBOW(HORIZONTAL)

45° ELBOWWYE WITH45° ELBOW

NOTE:REFER TO PLANAND PROFILE FORSERVICE LINEORIENTATION ANDDEVIATIONS FROMSTANDARD DETAIL.

45°

VACUUM M

AIN

FLOW

5' MIN.

45°

45°

45°

METHOD "B"

METHOD "A"

AIRVAC FLEXIBLECONNECTOR

(TYP.)

6' MIN. LENGTHGRAVITY STUB-OUTWITH GLUED CAP

RIGHT-OF-WAYPRIVATE PROPERTY


STANDARD VALVE PIT ORIENTATION 98JUNE 2014

PLAN

℄ 3" VACUUM LATERALAND AIRVAC VALVE

RIGHT-OF-WAY

ELEV VIEW ELEV VIEW

GRAVITY STUB-OUT (TYP.)

PROPERTY LINE

4" OR 6" GRAVITYSTUB-OUT UP TO 3

PER VALVE PIT

FLOW

PROPERTY LINE

RIGHT-OF-WAY

ALTERNATE ARRANGEMENT

3" VACUUM LATERAL

VACUUM MAIN

ELEV VIEWELEV VIEW

AIRVAC 1 PIECEMOLDED HDPE AIRTERMINAL

AIRVAC 1 PIECE MOLDED HDPE AIRTERMINAL, NO SEWAGE FLOW ALLOWED


6" DEDICATED AIR TERMINAL (PLAN) 99JUNE 2014

SCH 40 PRESSURERATED FITTINGSGLUE HALF OF A 6"

COUPLING AT 4" FROM ENDOF PIPE TO ACT AS A STOP

60' MAXIMUM LENGTH *

SEAL FOR FINAL SUMPTESTING AND UNTIL

TERMINAL IS IN PLACE

AIRVAC 1 PIECE MOLDEDHDPE AIR TERMINAL

REDUCE BY 10 LF FOR EACH ADDITIONAL 45° ELL

NO SEWAGE FLOW ALLOWED

ELEVATION

6" SDR 21 PVC, PRESSURE RATEDPIPE TO BE A DEDICATED AIR PIPEFROM THE SEWAGE HOLDING SUMPWITH NO SEWAGE FLOW

12" MIN

ENLARGED VIEW OF ACCESSDOOR, INCLUDES AIR INLET WITHSLOTS FOR AIR FLOW. POSITIONABOVE HIGHEST FLOOD WATERLEVEL.

WHERE FLOOD LEVELWILL ALLOW, TERMINAL

MAY BE INSTALLEDMAX, 12" BELOW

GRADE

35-1/2"


6" DEDICATED AIR TERMINAL (ELEVATION) 100JUNE 2014

Documents

AutoCAD 2010 Standards Detail PDF - Martin County, Florida