Final Drawing Set_Stamped - 629-17-109 - 20200626.pdf
PDF 10 MB Posted
- Attached to
- Z2NB--INSTALL SOFTWATER EQUIPMENT
- Solicitation number
- 36C25621R0022
About this file
This document outlines a federal contract opportunity for replacing HVAC systems at a Veterans Affairs health care facility. The solicitation is a 100% set-aside for Service-Disabled Veteran-Owned Small Businesses seeking to provide all labor, materials, equipment and services necessary to replace HVAC systems in Building 2 at the Alexandria VA Health Care System in Pineville, Louisiana. The contract value is estimated between $5-10 million. The request for proposals is due by June 8, 2020 with a 365-day period of performance beginning at notice to proceed. Offerors must be verified in the Vendor Information Pages database and registered in the System for Award Management to be considered for award.
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Other files
| File | Type | Posted |
|---|---|---|
| 2nd Site Visit Sign in Sheet.pdf | ||
| 1st Site Visit Sign in Sheet.pdf | ||
| 36C25621R0022 0002.docx | DOCX document | |
| 36C25621R0022 0001.docx | DOCX document | |
| 36C25621R0022 RFP.docx | DOCX document | |
| EXHIBIT D CONTRACTOR EVALUATION FORM CONSTRUCTION SAFETY.docx | DOCX document | |
| EXHIBIT C SUBCONTRACTOR INFORMATION AND CONSENT.docx | DOCX document | |
| EXHIBIT E SURETY FORM.docx | DOCX document | |
| Final Specs - 629-17-109 - 20200626.pdf | ||
| Revised Statement of Work - 629-17-109 Install Softwater Equipment - 11-24-2020 -1.doc | DOC document | |
| LA20210041 01012021.txt | TXT text file | |
| EXHIBIT B PAST AND PRESENT PERFORMANCE QUESTIONNAIRE.docx | DOCX document | |
| Attachment 1- FAR 52.236.27 Site Visit Instructions.docx | DOCX document | |
| EXHIBIT F REQUEST FOR INFORMATION FORM.docx | DOCX document | |
| EXHIBIT A PERFORMANCE RELEVANCY SURVEY.docx | DOCX document | |
| Copy of ICRA ILSM NEPA Install Softwater Equipment 2-3-2021.xlsx | XLSX spreadsheet |
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Text version
VA FORM 08 - 6231
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F i l e
P a t h
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B
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F
A
B
C
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F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
JOB NO:
DATE:
BG:
PROJECT
MANAGER:
BATON ROUGE - NEW ORLEANS
MCA
Engineering & Construction
VAA19004
B. MILLER
05/22/2020
Drawing Title
INSTALL WATER SOFTENERS ON DOMESTIC
FEED WATER
Project Number
Building Number
BUILDING #7
Location
NEW ORLEANS, LOUISIANA
Date Checked Drawn
Drawing Number
Office of Construction and
Facilities Management
Project Title
Approved: Project Director
ARCHITECT / ENGINEER:CONSULTANTS:REVISIONS: DATE:
629-17-109
100% CD 06-26-2020
A/E:
TJ JML06/26/2020
MCA:
MARRERO, COUVILLON & ASSOCIATES, LLC
4354 S. SHERWOOD FOREST BLVD.,
SUITE D200
BATON ROUGE, LA. 70816
225-408-8249
1414 Fourth Ave Seattle, WA, 98105
(360) 223 - 8994
RAY SPEES, PRESIDENT
SPEES DESIGN BUILD
PL 001
SYMBOLS, ABBREVIATIONS
& NOTES
E
N
AutoCAD SHX Text A. ALL OF THE GENERAL NOTES AND PLUMBING NOTES ON THIS PAGE ARE INTENDED TO ALL OF THE GENERAL NOTES AND PLUMBING NOTES ON THIS PAGE ARE INTENDED TO SUPPLEMENT ANY AND ALL SPECIFICATION SECTIONS ASSOCIATED WITH THIS PROJECT. THESE NOTES DO NOT SUPERCEDE OR TAKE PRECEDENCE OVER FORMAL SPECIFICATION SECTIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO QUESTION ANY AND ALL SPECIFICATION/NOTE CONFLICTS AND OR DISPARITIES AT BID TIME. IF QUESTIONS ARE NOT RAISED AND CLARIFIED PRIOR TO BID TIME, THE MOST STRINGENT INTERPRETATION OF ANY SPECIFICATION/NOTE CONFLICT WILL BE CONSIDERED THE APPLICABLE REQUIREMENT. B. COORDINATE WORK WITH OTHER TRADES TO MINIMIZE AND RESOLVE POTENTIAL COORDINATE WORK WITH OTHER TRADES TO MINIMIZE AND RESOLVE POTENTIAL CONFLICTS. C. COMPLETED SYSTEMS SHALL BE TESTED, BALANCED AND GUARANTEED. COMPLETED SYSTEMS SHALL BE TESTED, BALANCED AND GUARANTEED. D. THE CONTRACTOR SHALL PROVIDE FITTINGS, OFFSETS, ETC. AS NECESSARY TO PROVIDE THE CONTRACTOR SHALL PROVIDE FITTINGS, OFFSETS, ETC. AS NECESSARY TO PROVIDE A COMPLETE PLUMBING SYSTEM. E. FURNISH AND INSTALL ALL VALVING FOR THE PROPER SECTIONALIZING AND OPERATION FURNISH AND INSTALL ALL VALVING FOR THE PROPER SECTIONALIZING AND OPERATION OF PIPING SYSTEMS. PROVIDE ACCESS PANELS AS REQUIRED FOR ACCESS TO VALVES. PROVIDE SHUTOFF VALVES ON HOT AND COLD WATER BRANCH PIPING TO FULLY ISOLATE THE BRANCH LINE. PROVIDE SHUTOFF VALVES AT ALL HOSE BIBBS. F. ALL PIPES PASSING THROUGH FINISHED WALLS, PARTITIONS AND FLOORS SHALL BE ALL PIPES PASSING THROUGH FINISHED WALLS, PARTITIONS AND FLOORS SHALL BE FITTED WITH ADJUSTABLE ESCUTCHEONS AND APPROPRIATE FIRE STOPPING WHERE REQUIRED. G. ATTACH ALL FIXTURES TO SUPPORTING SURFACES PLUMB AND LEVEL. WALL HUNG ATTACH ALL FIXTURES TO SUPPORTING SURFACES PLUMB AND LEVEL. WALL HUNG FIXTURES SHALL BE SECURELY FASTENED TO WALL MOUNTED BACKING PLATES OR CARRIER ASSEMBLIES. H. WHERE FIXTURES ARE MOUNTED TO WALLS AND FLOORS, SEAL ALL INTERSECTIONS WHERE FIXTURES ARE MOUNTED TO WALLS AND FLOORS, SEAL ALL INTERSECTIONS WITH SILICONE CAULK. I. FINAL LOCATION OF ALL CEILING FEATURES TO BE LOCATED PER REFLECTED CEILING FINAL LOCATION OF ALL CEILING FEATURES TO BE LOCATED PER REFLECTED CEILING PLAN. J. PROVIDE APPROPRIATE FIRE STOPPING MATERIALS WHERE FIRE RATED ASSEMBLIES ARE PROVIDE APPROPRIATE FIRE STOPPING MATERIALS WHERE FIRE RATED ASSEMBLIES ARE PENETRATED. K. ALL WORK AND MATERIALS SHALL BE GUARANTEED IN WRITING FOR NOT LESS THAN ALL WORK AND MATERIALS SHALL BE GUARANTEED IN WRITING FOR NOT LESS THAN ONE YEAR FROM PROJECT COMPLETION. L. PROVIDE SHOP DRAWINGS FOR APPROVAL AS DIRECTED BY ENGINEERS AND PROVIDE SHOP DRAWINGS FOR APPROVAL AS DIRECTED BY ENGINEERS AND ARCHITECTS. M. THE DESIGN SHOWN ON THE DRAWINGS IS BASED UPON PRODUCTS OF THE THE DESIGN SHOWN ON THE DRAWINGS IS BASED UPON PRODUCTS OF THE MANUFACTURER SCHEDULED. PRIOR APPROVAL EQUAL EQUIPMENT MANUFACTURERS WILL BE ACCEPTABLE IF THE EQUIPMENT MEETS THE SCHEDULED PERFORMANCE AND COMPLIES WITH THE SPECIFICATIONS. IF EQUIPMENT MANUFACTURED BY OTHER THAN THE BASIS OF DESIGN IS UTILIZED, THEN THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE GENERAL CONTRACTOR AND ALL AFFECTED SUBCONTRACTORS TO ENSURE PROPER PROVISIONS FOR INSTALLATION OF THE FURNISHED EQUIPMENT. THIS COORDINATION SHALL INCLUDE, BUT IS NOT LIMITED TO , THE FOLLOWING: A. STRUCTURAL SUPPORT FOR EQUIPMENT. B. PIPING SIZES AND CONNECTION REQUIREMENTS. C. ELECTRICAL POWER REQUIREMENTS AND WIRE/CONDUIT AND OVERCURRENT PROTECTION SIZES. D. CONTROL SYSTEM REQUIREMENTS. E. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, AND CONSULTANTS TO MODIFY THE BUILDING PROVISIONS TO ACCEPT FURNISHED EQUIPMENT. N. REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ENGINEER AND ARCHITECT DOES REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ENGINEER AND ARCHITECT DOES NOT RELIEVE THE CONTRACTOR FROM 100% COMPLIANCE WITH ALL ASPECTS OF THE CONTRACT DOCUMENTS. O. SANITIZE ALL NEW HOT AND COLD WATER LINES PER LOCAL WATER DEPARTMENT SANITIZE ALL NEW HOT AND COLD WATER LINES PER LOCAL WATER DEPARTMENT REQUIREMENTS. FLUSH AND TEST SYSTEM FOR LEAKS. PLUMBING CONTRACTOR IS RESPONSIBLE FOR PROPER LEAK-FREE OPERATION OF SYSTEM. SOLDER CANNOT CONTAIN LEAD. P. PROVIDE DIELECTRIC FITTINGS WHERE DISSIMILAR METALS ARE CONNECTED. PROVIDE DIELECTRIC FITTINGS WHERE DISSIMILAR METALS ARE CONNECTED. Q. SUPPLY ALL NECESSARY TRIM, P-TRAPS, ANGLE STOPS, ETC., AT EACH PLUMBING SUPPLY ALL NECESSARY TRIM, P-TRAPS, ANGLE STOPS, ETC., AT EACH PLUMBING FIXTURE. R. INSTALL EACH FIXTURE WITH ITS TRAP EASILY REMOVABLE FOR SERVICE AND CLEANING. INSTALL EACH FIXTURE WITH ITS TRAP EASILY REMOVABLE FOR SERVICE AND CLEANING. S. PROVIDE CLEAN OUTS INSIDE AND OUTSIDE THE BUILDING AT NO MORE THAN 100 FT. PROVIDE CLEAN OUTS INSIDE AND OUTSIDE THE BUILDING AT NO MORE THAN 100 FT. SEPARATION, AND AT ALL LOCATIONS WHERE A CHANGE IN DIRECTION GREATER THAN 45 DEGREES OCCURS. COMPLY WITH LOUISIANA PLUMBING CODE. T. AT EACH BARRIER-FREE WATER CLOSET WITH A FLUSH VALVE, INSTALL THE HANDLE AT EACH BARRIER-FREE WATER CLOSET WITH A FLUSH VALVE, INSTALL THE HANDLE SUCH THAT IT POINTS TOWARD THE "OPEN" SIDE OF THE WATER CLOSET STALL. U. ENSURE CODE COMPLIANT DEPTH OF COVER IS MAINTAINED AT ALL BURIED PIPING ENSURE CODE COMPLIANT DEPTH OF COVER IS MAINTAINED AT ALL BURIED PIPING OUTSIDE OF BUILDING. V. INSTALL POTABLE WATER PROTECTION DEVICES ON PLUMBING LINES WHERE INSTALL POTABLE WATER PROTECTION DEVICES ON PLUMBING LINES WHERE CONTAMINATION OF DOMESTIC WATER MAY OCCUR. EXAMPLES WOULD BE, BUT ARE NOT LIMITED TO, JANITOR CLOSETS, FIRE SYSTEMS, IRRIGATION SYSTEMS, FLUSH VALVES, INTERIOR AND EXTERIOR HOSE BIBBS. W. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION. X. FURNISH AND INSTALL WATER HAMMER ARRESTERS IN ACCORDANCE WITH PDI WH201. FURNISH AND INSTALL WATER HAMMER ARRESTERS IN ACCORDANCE WITH PDI WH201. Y. LAYOUT PLUMBING WORK TO AVOID CONFLICTS WITH OTHER BUILDING COMPONENTS. LAYOUT PLUMBING WORK TO AVOID CONFLICTS WITH OTHER BUILDING COMPONENTS. Z. PROVIDE ALL HANDICAP LAVATORIES AND SINKS WITH APPROPRIATE PIPE WRAP PROVIDE ALL HANDICAP LAVATORIES AND SINKS WITH APPROPRIATE PIPE WRAP PROTECTION TO MEET ADA GUIDELINES PER SPECIFICATIONS. AA. PROVIDE ACCESS PANELS FOR EQUIPMENT,VALVES, DAMPER, ETC. LOCATED ABOVE A PROVIDE ACCESS PANELS FOR EQUIPMENT,VALVES, DAMPER, ETC. LOCATED ABOVE A NON ACCESSIBLE CEILING. ACCESS PANELS SHALL BE LARGE ENOUGH FOR ALL REQUIRED MAINTENANCE, ADJUSTMENT, ECT. PROVIDE MULTIPLE ACCESS PANELS AS REQUIRED. COORDINATE COLOR AND LOCATIONS WITH ARCHITECT. PROVIDE FIRE AND/ OR SMOKE RATED ACCESS PANELS WHERE REQUIRED IN RATED CEILINGS. REFERENCE ARCHITECTURAL DRAWINGS FOR RATED CEILING LOCATIONS. AB. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDS FOR THOROUGH INSPECTION IN CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDS FOR THOROUGH INSPECTION IN REGARD TO ANY WORK NECESSARY TO COMPLETE THE PROJECTS SCOPE OF WORK. AC. DO NOT ROUTE PIPE CONTAINING WATER OVER ELECTRICAL EQUIPMENT. DO NOT ROUTE PIPE CONTAINING WATER OVER ELECTRICAL EQUIPMENT.
AutoCAD SHX Text
PLUMBING GENERAL NOTES (WHERE APPLICABLE)
AutoCAD SHX Text EXISTING RECEPTACLE, GFCI PROTECTED, FLUSH-MOUNTED WITH METAL BACK BOX NEW RECEPTACLE, 125V, 20A, HOSPITAL GRADE, WITH METAL REMODELING BACK BOX, OR STANDARD METAL BACK BOX AS APPROPRIATE. NYLON FACEPLATE WITH CIRCUIT TAG TO MATCH EXISTING.
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PLUMBING ABBREVIATIONS
AutoCAD SHX Text F FAHRENHEIT FAHRENHEIT FCO FLOOR CLEANOUT FLOOR CLEANOUT FCW FILTERED COLD WATER FILTERED COLD WATER FD FLOOR DRAIN FLOOR DRAIN FDC FIRE DEPARTMENT FIRE DEPARTMENT (HOSE) CONNECTION FM FLOW METER FLOW METER FOP FUEL OIL PUMP FUEL OIL PUMP FOR FUEL OIL RETURN FUEL OIL RETURN FOS FUEL OIL SUPPLY FUEL OIL SUPPLY FOV FUEL OIL VENT FUEL OIL VENT FS FLOOR SINK FLOOR SINK FS FLOW SWITCH FLOW SWITCH FU FIXTURE UNITSFIXTURE UNITS
AutoCAD SHX Text EL ELEVATION ELEVATION ELEVATION EMCS ENERGY MONOSERRAT ENERGY MONOSERRAT ENERGY MONOSERRAT AND CENTRAL SYSTEM AND CENTRAL SYSTEM EPA ENVIROMENTAL PROTECTION ENVIROMENTAL PROTECTION ENVIROMENTAL PROTECTION AGENCY AGENCY EPACT ENERGY POLICY ACT ENERGY POLICY ACT ESC ESCUTCHEON ESCUTCHEON ESCUTCHEON ESH EMERGENCY SHOWER EMERGENCY SHOWER ET EXPANSION TANK EXPANSION TANK EWH ELECTRIC WATER HEATER ELECTRIC WATER HEATER EWS EYE WASH STATION EYE WASH STATION EWS/SH EYE WASH/DRENCH SHOWER EYE WASH/DRENCH SHOWER EX EXISTINGEXISTING
AutoCAD SHX Text DCW DOMESTIC COLD WATER DOMESTIC COLD WATER DFU DRAINAGE FIXTURE UNITS DRAINAGE FIXTURE UNITS DHW DOMESTIC HOT WATER DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RETURN DHWS DOMESTIC HOT WATER SUPPLY DOMESTIC HOT WATER SUPPLY DI DEIONIZED WATER DEIONIZED WATER DN DOWN DOWN DOE DEPARTMENT OF ENERGY DEPARTMENT OF ENERGY DS DOWNSPOUT DOWNSPOUT DW DISHWASHER DISHWASHER DWG DRAWING DRAWING DWH DOMESTIC WATER HEATER DOMESTIC WATER HEATER DWR DRINKING WATER RETURN DRINKING WATER RETURN DWS DRINKING WATER SUPPLY DRINKING WATER SUPPLY DWV DRAIN WASTE VENT DRAIN WASTE VENT
AutoCAD SHX Text C CELSIUS CELSIUS CA COMPRESSED AIR COMPRESSED AIR CGA COMPRESSED GAS ASSOCIATION COMPRESSED GAS ASSOCIATION CFM CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE CI CAST IRON CAST IRON CO CLEANOUT CLEANOUT CS CLINICAL SINK CLINICAL SINK CV CONTROL VALVECONTROL VALVE
AutoCAD SHX Text BFP REDUCED PRESSURE BACKFLOW REDUCED PRESSURE BACKFLOW PREVENTER BHP BREAK HORSEPOWER BREAK HORSEPOWER BSP BLACK STEEL PIPE BLACK STEEL PIPE BT BATHTUB BATHTUB BTU BRITISH THERMAL UNIT BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNIT PER HOUR BRITISH THERMAL UNIT PER HOUR
AutoCAD SHX Text A/E ARCHITECT / ENGINEER ARCHITECT / ENGINEER AD AREA DRAIN/ACCESS DOOR AREA DRAIN/ACCESS DOOR AFF ABOVE FINISH FLOOR ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE ABOVE FINISH GRADE AG AIR GAP AIR GAP AP ACCESS PANEL ACCESS PANEL AS AUTOMATIC SPRINKLER AUTOMATIC SPRINKLER ASD AUTOMATIC SPRINKLER DRAIN AUTOMATIC SPRINKLER DRAIN ASHRAE AMERICAN SOCIETY OF HEATING, AMERICAN SOCIETY OF HEATING, REFRIGERATION, AIR CONDITIONING ENGINEERS ASME AMERICAN SOCIETY OF ECHANICAL AMERICAN SOCIETY OF ECHANICAL ENGINEERS ASPE AMERICAN SOCIETY OF PLUMBING AMERICAN SOCIETY OF PLUMBING ENGINEERS ASR AUTOMATIC SPRINKLER RISER AUTOMATIC SPRINKLER RISER AV ACID VENT ACID VENT AW ACID WASTEACID WASTE
AutoCAD SHX Text L/S LITER PER SECOND LITER PER SECOND LA LABORATORY AIR LABORATORY AIR LAV LAVATORY LAVATORY LBS/HR POUNDS PER HOUR LCW LABORATORY COLD WATER LABORATORY COLD WATER LHW LABORATORY HOT WATER LABORATORY HOT WATER LNG LIQUID NATURAL GAS LIQUID NATURAL GAS LOX LIQUID OXYGEN LIQUID OXYGEN LV LABORATORY VACUUM LABORATORY VACUUM LW LOW WATER LOW WATER
AutoCAD SHX Text M METER METER MA MEDICAL AIR MEDICAL AIR MAV MANUAL AIR VENT MANUAL AIR VENT MBH 1000 BTUH 1000 BTUH MED MEDICAL MEDICAL MER MECHANICAL EQUIPMENT MECHANICAL EQUIPMENT ROOM MH MANHOLE MANHOLE MOU MEMORANDUM OF MEMORANDUM OF UNDERSTADING MSB MOP SERVICE BASIN MOP SERVICE BASIN MV MEDICAL VACUUMMEDICAL VACUUM
AutoCAD SHX Text N2 NITROGEN NITROGEN N20 NITROUS OXIDE NITROUS OXIDE NC NORMALLY CLOSED NORMALLY CLOSED NG NATURAL GAS NATURAL GAS NIC NOT IN CONTRACT NOT IN CONTRACT NO NORMALLY OPEN NORMALLY OPEN NOM. NOMINAL NOMINAL NPW NON POTABLE WATER NON POTABLE WATER NTS NOT TO SCALENOT TO SCALE
AutoCAD SHX Text O2 OXYGEN OXYGEN OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER OFD OVERFLOW DRAIN OVERFLOW DRAIN OR OPERATING ROOM OPERATING ROOM OVFL OVERFLOW OVERFLOW
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KW KILOWATT KILOWATT KWH KILOWATT-HOUR
AutoCAD SHX Text ID INSIDE DIAMETER INSIDE DIAMETER IE INVERT ELEVATION INVERT ELEVATION ICW INDUSTRIAL COLD WATER INDUSTRIAL COLD WATER IHW INDUSTRIAL HOT WATER INDUSTRIAL HOT WATER INV INVERT INVERT IPC INTERNATIONAL PLUMBING CODE INTERNATIONAL PLUMBING CODE IRW IRRIGATION WATER IRRIGATION WATER IW INDIRECT WASTE INDIRECT WASTE IWH INSTANTANEOUS WATER HEATER INSTANTANEOUS WATER HEATER IWR INDUSTRIAL WATER RETURN INDUSTRIAL WATER RETURN IWS INDUSTRIAL WATER SUPPLYINDUSTRIAL WATER SUPPLY
AutoCAD SHX Text H&CW HOT AND COLD WATER HB HOSE BIBB HOSE BIBB HD HUB DRAIN HUB DRAIN HEX HEAT EXCHANGER HEAT EXCHANGER HP HORSEPOWER HORSEPOWER HS HAND SINK HST HOT WATER STORAGE TANK (DOMESTIC) HWB HOT WATER BOILER HOT WATER BOILER HWCP HOT WATER CIRCULATING PUMP HWP HOT WATER PUMP HOT WATER PUMP HYD HYDRANT HYDRANT
AutoCAD SHX Text GAL GALLON GALLON GCO GRADE CLEANOUTS GRADE CLEANOUTS GPD GALLONS PER DAY GALLONS PER DAY GPH GALLONS PER HOUR GALLONS PER HOUR GPM GALLONS PER MINUTE GALLONS PER MINUTE GPR GAS PRESSURE REGULATOR GAS PRESSURE REGULATOR GRS GAS REGULATOR STATION GAS REGULATOR STATION GT GREASE TRAP GREASE TRAP GVTR GAS VENT THROUGH ROOF GAS VENT THROUGH ROOF GWH GAS FIRED WATER HEATER GAS FIRED WATER HEATER
AutoCAD SHX Text PA PASCAL PASCAL PD PRESSURE DROP OR PRESSURE DROP OR DIFFERENCE PDI PLUMBING AND DRAINAGE PLUMBING AND DRAINAGE INSTITUTE PG PRESSURE GAGE PRESSURE GAGE PP PLUMBING PUMP PLUMBING PUMP PPM PARTS PER MILLION PARTS PER MILLION PRS PRESSURE REDUCING STATION PRESSURE REDUCING STATION PRV PRESSURE REDUCING VALVE PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PSIA POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH ATMOSPHERE PSIG POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAGE PTRV PRESSURE TEMPERATURE RELIEF PRESSURE TEMPERATURE RELIEF VALVE PW POTABLE WATER POTABLE WATER
AutoCAD SHX Text RD ROOF DRAIN RDL ROOF DRAIN LEADER ROOF DRAIN LEADER RL ROOF LEADER ROOF LEADER RP RECIRCULATION PUMP RECIRCULATION PUMP RO REVERSE OSMOSIS WATER REVERSE OSMOSIS WATER RWL RAIN WATER LEADER RAIN WATER LEADER
AutoCAD SHX Text SAN SANITARY SEWER SANITARY SEWER SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION SCFM STANDARD CUBIC FOOT/MINUTE STANDARD CUBIC FOOT/MINUTE SCW SOFTENED COLD WATER SOFTENED COLD WATER SDMH STORM DRAIN MANHOLE SMH SANITARY MANHOLE SANITARY MANHOLE SP SUMP PUMP SUMP PUMP SPR SPRINKLER LINE SPRINKLER LINE SQFT/SF SQUARE FEET SS STAINLESS STEEL STAINLESS STEEL ST STORAGE TANK STORAGE TANK SW STORM WATER STORM WATER
AutoCAD SHX Text TCV TEMPERATURE CONTROL TEMPERATURE CONTROL VALVE TD TRENCH DRAIN TRENCH DRAIN TDH TOTAL DYNAMIC HEAD TOTAL DYNAMIC HEAD TEMP TEMPERATURE TEMPERATURE TMV THERMOSTATIC MIXING VALVE THERMOSTATIC MIXING VALVE TP TRAP PRIMER TRAP PRIMER TSTAT THERMOSTAT TWR TEMPERED WATER RETURN TEMPERED WATER RETURN TWS TEMPERED WATER SUPPLY TEMPERED WATER SUPPLY TYP TYPICAL TYPICAL
AutoCAD SHX Text V VENT VENT VAC VACUUM VACUUM VB VACUUM BREAKER VACUUM BREAKER VCO VACUUM CLEANER OUTLET VACUUM CLEANER OUTLET VP VACUUM PUMP VACUUM PUMP VS VENT STACK VENT STACK VSD VARIABLE SPEED DRIVE VARIABLE SPEED DRIVE VTR VENT THROUGH ROOF VENT THROUGH ROOF
AutoCAD SHX Text W WASTE WASTE WC WATER CLOSET WATER CLOSET WCO WALL CLEANOUT WALL CLEANOUT WG WATER GAGE WATER GAGE WH WALL HYDRANT WALL HYDRANT WHA WATER HAMMER ARRESTER WATER HAMMER ARRESTER WL WATER LINE WATER LINE WM WATER METER WATER METER WPD WATER PRESSURE DROP WATER PRESSURE DROP WS WASTE STACK WASTE STACK WSFU WATER SUPPLY FIXTURE UNITS
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YCO YARD CLEANOUT YARD CLEANOUT YH YARD HYDRANT YARD HYDRANT
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IPC INTERNATIONAL PLUMBING CODE INTERNATIONAL PLUMBING CODE
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PL105
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DETAIL NUMBER
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DRAWING NUMBER WHERE SHOWN
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SECTION LETTER
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TYPICAL UNIT NO.
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BUILDING NO. WHERE EQUIPMENT IS LOCATED.
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PUMP NO.3 IN BUILDING NO.26
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EQUIPMENT ABBREVIATION (PUMP)
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DRAWING NUMBER WHERE DRAWN
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PL105
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%%UPLUMBING PIPING SYMBOLS
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DOMESTIC HOT WATER, HOT WATER
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DOMESTIC COLD WATER, COLD WATER
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ORAL EVACUATION
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LABORATORY VACUUM
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LABORATORY AIR
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MEDICAL VACUUM
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MEDICAL AIR
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DOMESTIC HOW WATER RETURN, HOT WATER RETURN
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STORM WATER, BELOW GRADE
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STORM WATER
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SANITARY SEWER, BELOW GRADE
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DRAIN
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DRINKING WATER SUPPLY
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DRINKING WATER RETURN
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NITROUS OXIDE
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TEMPERED WATER RETURN
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TEMPERED WATER SUPPLY
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INDUSTRIAL AIR
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MA
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MA
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MA
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MV
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MV
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MV
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LA
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LA
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LA
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LV
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LV
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LV
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OA
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OA
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OA
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IA
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IA
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IA
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SAN
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SAN
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SAN
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SD
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SD
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SD
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SD
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SD
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SD
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TWR
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TWR
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TWR
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DWS
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DWS
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DWS
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DWR
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DWR
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DWR
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TWS
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TWS
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TWS
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SOIL, WASTE, OR SANITARY SEWER
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SS
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SS
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SS
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SOFTEN COLD WATER
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SCW
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SCW
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SCW
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FILTERED COLD WATER
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FCW
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FCW
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FCW
AutoCAD SHX Text N20200
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OXYGEN
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NITROGEN
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NATURAL GAS, BELOW GRADE
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NATURAL GAS
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NG
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NG
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NG
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NG
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NG
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NG
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FUEL OIL DISCHARGE
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FOD
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FOD
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FOD
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FUEL OIL SUPPLY
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FOS
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FOS
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FOS
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FUEL OIL RETURN
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FUEL OIL VENT
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FOR
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FOR
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FOR
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FOV
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FOV
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FOV
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VENT (SANITARY)
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%%UGENERAL PLUMBING SYMBOLS
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LIMIT OF DEMOLITION
AutoCAD SHX Text
ANCHOR
AutoCAD SHX Text
REDUCER OR INCREASER
AutoCAD SHX Text
DIRECTION OF FLOW
AutoCAD SHX Text
SIDE CONNECTION
AutoCAD SHX Text
ECCENTRIC REDUCER
AutoCAD SHX Text BOTTOM CONNECTION, 45%%d OR 90%%d
AutoCAD SHX Text TOP CONNECTION, 45%%d OR 90%%d
AutoCAD SHX Text
DIRECTION OF PIPE PITCH (DOWN)
AutoCAD SHX Text
UNION
AutoCAD SHX Text
RISE OR DROP IN PIPE
AutoCAD SHX Text
CAPPED OUTLET
AutoCAD SHX Text
AND EXISTING WORK
AutoCAD SHX Text
POINT OF CONNECTION BETWEEN NEW
AutoCAD SHX Text
PRESSURE GAGE
AutoCAD SHX Text
THERMOMETER
AutoCAD SHX Text
STRAINER
AutoCAD SHX Text
FLOW ELEMENT
AutoCAD SHX Text
FLOAT & THERMOSTATIC TRAP SET INCLUDING
AutoCAD SHX Text
PIPING ACCESSORIES
AutoCAD SHX Text
PIPING ACCESSORIES
AutoCAD SHX Text
INVERTED BUCKET TRAP SET INCLUDING
AutoCAD SHX Text
FE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PIPE UP
AutoCAD SHX Text
PIPE DOWN
AutoCAD SHX Text
CO
AutoCAD SHX Text
CLEAN OUT
AutoCAD SHX Text
HOSE BIB
AutoCAD SHX Text
%%UPLUMBING VALVE SYMBOLS
AutoCAD SHX Text
BALL VALVE
AutoCAD SHX Text
GATE VALVE WITH 3/4 " HOSE ADAPTER
AutoCAD SHX Text
CHECK VALVE
AutoCAD SHX Text
ANGLE GLOBE VALVE
AutoCAD SHX Text
BUTTERFLY VALVE
AutoCAD SHX Text
MODULATING CONTROL VALVE
AutoCAD SHX Text
TWO POSITION CONTROL VALVE
AutoCAD SHX Text
THREE-WAY MODULATING CONTROL VALVE
AutoCAD SHX Text
AUTOMATIC FLOW CONTROL VALVE
AutoCAD SHX Text
PRESSURE RELIEF VALVE
AutoCAD SHX Text
GATE VALVE
AutoCAD SHX Text
MANUAL AIR VENT
AutoCAD SHX Text
TEST PLUG (PRESSURE/TEMPERATURE)
AutoCAD SHX Text
GLOBE VALVE
AutoCAD SHX Text
PRESSURE REGULATING VALVE
AutoCAD SHX Text
THREE-WAY TWO POSITION CONTROL VALVE
AutoCAD SHX Text
AUTOMATIC AIR VENT
AutoCAD SHX Text
AV
AutoCAD SHX Text
DRAWING SYMBOLS
AutoCAD SHX Text
ELECTRICAL SYMBOLS
F i l e
P a t h
P
M
B
C
D
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F
A
B
C
D
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
JOB NO:
DATE:
BG:
PROJECT
MANAGER:
BATON ROUGE - NEW ORLEANS
MCA
Engineering & Construction
VAA19004
B. MILLER
05/22/2020
Drawing Title
INSTALL WATER SOFTENERS ON DOMESTIC
FEED WATER
Project Number
Building Number
BUILDING #7
Location
NEW ORLEANS, LOUISIANA
Date Checked Drawn
Drawing Number
Office of Construction and
Facilities Management
Project Title
Approved: Project Director
ARCHITECT / ENGINEER:CONSULTANTS:REVISIONS: DATE:
629-17-109
100% CD 06-26-2020
A/E:
TJ JML06/26/2020
MCA:
MARRERO, COUVILLON & ASSOCIATES, LLC
4354 S. SHERWOOD FOREST BLVD.,
SUITE D200
BATON ROUGE, LA. 70816
225-408-8249
1414 Fourth Ave Seattle, WA, 98105
(360) 223 - 8994
RAY SPEES, PRESIDENT
SPEES DESIGN BUILD
PL 002
WATER SOFTENER
FUNCTION DESCRIPTION
1. WATER SOFTNER SYSTEM FUNCTIONAL DESCRIPTION
1.1 PRINCIPLE OF OPERATION
WATER SOFTENERS ARE TYPICALLY USED FOR
TREATING BOILER OR RO FEEDWATER TO
PREVENT SCALING. SOFTENERS USE CATION
RESIN IN THE SODIUM FORM TO REDUCE THE
WATER HARDNESS TO LOW LEVELS. THE
AMOUNT OF HARDNESS LEAKAGE THROUGH
THE SOFTENER IS DEPENDENT ON THE
INFLUENT HARDNESS CONCENTRATION AND
SALT DOSAGE (POUNDS OF SODIUM CHLORIDE
[NACL] PER CUBIC FEET OF RESIN) USED FOR
SOFTENER REGENERATION. DURING THE
SOFTENING PROCESS, THE HARDNESS IONS
(MAINLY CALCIUM AND MAGNESIUM) ARE
REMOVED AND REPLACED WITH SODIUM IONS.
TO A LESSER EXTENT, THE SOFTENER WILL
ALSO REMOVE BARIUM AND STRONTIUM IONS
AND TRACE METALS SUCH AS ALUMINUM AND
COPPER.
THE CATION RESIN HAS A FIXED CAPACITY FOR
HARDNESS REMOVAL. ONCE THE RESIN
CAPACITY IS EXCEEDED, THE RESIN IS
EXHAUSTED AND WILL NO LONGER BE ABLE TO
REMOVE THE HARDNESS IONS TO THE SAME
DEGREE AND WILL ALLOW SIGNIFICANT LEVELS
OF HARDNESS TO PASS THROUGH THE UNIT.
THEREFORE, PRIOR TO EXHAUSTION OF THE
CATION RESIN, THE SOFTENER IS REMOVED
FROM SERVICE AND REGENERATED WITH A
SOLUTION OF SODIUM CHLORIDE (BRINE). THE
REGENERATION WILL DISPLACE THE HARDNESS
IONS TO DRAIN AND RESTORE THE CAPACITY
OF THE CATION RESIN. ON 60” DIAMETER AND
SMALLER SOFTENERS, A BRINE TANK IS
PROVIDED WITH THE SOFTENER TO PROVIDE
CONVENIENT STORAGE OF SATURATED BRINE
SOLUTION (26% NACL) FOR THE
REGENERATION. DURING THE REGENERATION,
WATER IS MIXED WITH THE CONCENTRATED
BRINE SOLUTION BEFORE CONTACTING
THE RESIN TO OBTAIN THE PROPER SALT
CONCENTRATION. ON 72” AND LARGER UNITS, A
BRINE MAKER IS REQUIRED AND CONNECTED
WITH THE SUPPLIED BRINE PUMPING/DILUTION
SKID. SALT DOSAGES RANGE BETWEEN 6 TO
15 POUNDS (LBS.) PER CUBIC FOOT OF RESIN,
DEPENDING ON THE APPLICATION AND
DESIRED RESIN CAPACITY. THE HIGHER SALT
DOSAGE ACHIEVES HIGHER RESIN CAPACITIES
(UP TO 30 KILOGRAINS OF HARDNESS AS CACO3
PER CUBIC FEET OF RESIN) AND LOWER
HARDNESS LEAKAGE.
1.2 CONTROL DESCRIPTION
HIGH FLOW
FOR HIGH FLOW SYSTEMS, THE SOFTENER
CONTROLS ARE HOUSED IN A SINGLE NEMA 4
CONTROL PANEL MOUNTED ON UNIT A WITH
INDIVIDUAL SOLENOID PANELS PROVIDING
VALVE CONTROL ON EACH ADDITIONAL
VESSEL (UNIT B, OR, UNIT B AND UNIT C). ALL
FIELD WIRING (FOR INSTRUMENTATION, ETC.)
AND PNEUMATIC TUBING (FOR AUTOMATED
VALVES) ORIGINATE FROM THE CONTROL
PANEL FOR UNIT A. FOR UNIT B, OR UNIT B
AND UNIT C; PNEUMATIC TUBING (FOR
AUTOMATED VALVES) ORIGINATES FROM THE
SOLENOID PANEL(S). THE SOLENOID PANELS
CONTAIN THE SOLENOID VALVES AND
TERMINAL BLOCKS FOR FIELD WIRING
CONNECTIONS. HIGH FLOW VESSELS ARE
FREE STANDING UNITS (NOT SKID MOUNTED)
AND WILL REQUIRE FIELD WIRING BETWEEN
THE CONTROL PANEL AND SOLENOID
PANEL(S) BY OTHERS.
1.3 OPERATING MODES
THE SOFTENER UNIT MAY BE SELECTED
AS “OFFLINE” OR “ONLINE” BY THE OPERATOR FROM
THE HAND MACHINE INTERFACE (HMI). MULTIPLE
UNITS OF DIFFERENT TECHNOLOGIES (MULTI-MEDIA
FILTER, CARBON, SOFTENER, ETC.) CAN BE
INTERLOCKED TOGETHER SO AS TO PREVENT MORE
THAN ONE UNIT FROM ENTERING A WASH CYCLE
OR REGENERATION CYCLE AT A TIME. EACH
SOFTENER UNIT OPERATES CONTINUOUSLY AS
LONG AS IT IS SELECTED AS “ONLINE” FROM THE
HMI AND IS NOT IN A REGENERATION CYCLE. THE
SOFTENER UNIT HAS THREE (3) OR FOUR (4) MAIN
MODES OF OPERATION (DEPENDING ON
CONFIGURATION); OFFLINE, STANDBY, SERVICE,
AND REGENERATION.
A) SERVICE
DURING THE SERVICE MODE, WATER FROM THE
CUSTOMER'S SOURCE FLOWS:
· INTO THE SOFTENER VESSEL THROUGH
THE SERVICE INLET VALVE,
· INTO THE TOP DISTRIBUTION PIPING,
· DOWN THROUGH THE SOFTENER BED,
· THROUGH THE UNDERDRAIN LATERALS AND
· EXITS THE SOFTENER THROUGH THE
SERVICE OUTLET VALVE.
B) REGENERATION
DURING THE REGENERATION MODE, THE ION
EXCHANGE RESIN IS BACKWASHED TO
REMOVE ACCUMULATED SUSPENDED
SOLIDS, STRIPPED OF THE HARDNESS IT HAD
REMOVED FROM THE FEEDWATER WITH
SODIUM CHLORIDE (BRINE) AND RINSED FREE
OF THE BRINE. THE CONCENTRATED BRINE
IS DILUTED TO A 7 TO10% CONCENTRATION
PRIOR TO CONTACTING THE RESIN.
THE REGENERATION MODE HAS FOUR STEPS:
1. BACKWASH
2. BRINE-IN
3. SLOW RINSE
4. FAST RINSE
1. BACKWASH
DURING THE BACKWASH STEP, WATER FROM THE
CUSTOMER'S SOURCE FLOWS THROUGH THE
SOFTENER VESSEL TO REMOVE ACCUMULATED
SUSPENDED SOLIDS. THE WATER FLOWS:
· INTO THE SOFTENER VESSEL THROUGH
THE BACKWASH INLET VALVE,
· THROUGH THE UNDERDRAIN LATERALS,
· UPWARDS THROUGH THE RESIN BED,
· ENTERS THE UPPER DISTRIBUTION AND
· EXITS THE SOFTENER VESSEL THROUGH
THE WASTE OUTLET CONNECTION.
TRAVEL STOPPED VALVES ARE ADJUSTED TO
MEET THE FLOW REQUIREMENTS LISTED IN
THE SPECIFICATIONS. SUFFICIENT FLOW IS
REQUIRED TO REMOVE SUSPENDED SOLIDS,
YET LOW ENOUGH TO PREVENT RESIN LOSS
DURING THIS STEP. THE BACKWASH FLOW
RATE IS APPROXIMATELY 5.5 GPM/SQFT AT
60°F. SEE THE SPECIFICATIONS FOR MORE
DETAILS.
AFTER A PRESET TIME, THE BACKWASH
STEP TERMINATES AND THE BRINE-IN
STEP IS INITIATED. BACKWASH TIMES ARE
ADJUSTED AS FOLLOWS
THE BACKWASH TIME CAN BE SET IN
INCREMENTS OF ONE MINUTE ON THE
HMI.
2. BRINE-IN
ALL 72” DIAMETER AND LARGER UNITS
DURING THE BRINE-IN STEP, BRINE FROM THE
CUSTOMERS BRINE TANK IS SUPPLIED TO THE
BRINE PUMPING SKID. BRINE THEN FLOWS INTO
THE SOFTENER VESSEL THROUGH THE BRINE
INLET VALVE, THE BRINE DISTRIBUTION HUB AND
RADIALS, THROUGH THE RESIN, OUT THROUGH
THE UNDERDRAIN LATERALS AND EXITS
THROUGH THE WASTE OUTLET CONNECTION.
THE MANUAL VALVES ON THE BRINE AND
DILUTION WATER LINES CONTROLS THE FLOW
RATE OF THE BRINE.
WHEN THE PROGRAMMABLE LOGIC
CONTROLLER (PLC) TURNS OFF, BRINE FLOW
TO THE SOFTENER VESSEL IS TERMINATED
AND THE SOFTENER WILL ENTER THE SLOW
RINSE STEP. THIS STEP IS APPROXIMATELY
30-35 MINUTES FOR BRINE INTRODUCTION.
SEE THE SPECIFICATIONS FOR MORE DETAIL.
3. SLOW RINSE
THE WATER THEN FLOWS INTO THE
SOFTENER VESSEL THROUGH THE BRINE
INLET VALVE, THE TOP DISTRIBUTION,
THROUGH THE RESIN, OUT THROUGH THE
UNDERDRAIN LATERALS AND EXITS
THROUGH THE WASTE OUTLET
CONNECTION.
AFTER A PRESET TIME, THE SLOW RINSE
STEP TERMINATES AND THE FAST RINSE
STEP IS INITIATED. ON THE ECONOMY TRIM
PACKAGE, THE COMBINED BRINE-IN AND
SLOW RINSE TIME CAN BE SET IN
INCREMENTS OF THREE MINUTES. ON PLUS,
DELUXE AND SELECT, THE RINSE STEP CAN
BE SET IN INCREMENTS OF ONE MINUTE.
4. FAST RINSE
DURING THE FAST RINSE STEP, WATER FROM THE
CUSTOMER'S SOURCE FLOWS INTO THE
SOFTENER
VESSEL THROUGH THE SERVICE INLET
VALVE, INTO THE TOP DISTRIBUTION PIPING,
DOWN THROUGH THE RESIN BED, THROUGH
THE UNDERDRAIN LATERALS AND EXITS THE
SOFTENER THROUGH THE WASTE OUTLET
VALVE.
THE WASTE OUTLET VALVE CONTROLS THE
FLOW RATE AT APPROXIMATELY THE
SERVICE FLOW RATE BY SETTING THE
ADJUSTABLE TRAVEL STOP. AFTER A
PRESET TIME, THE FAST RINSE STEP
TERMINATES AND THE SOFTENER ENTERS
THE SERVICE MODE OR STANDBY MODE. ON
THE ECONOMY TRIM PACKAGE, THE FAST
RINSE STEP TIME CAN BE SET IN
INCREMENTS OF THREE MINUTES. THE FAST
RINSE STEP TIME CAN BE SET IN
INCREMENTS OF ONE MINUTE. THE
MAXIMUM FLOW RATE IS 150 GPM DURING
FAST RINSE.
NOTE: THE FAST RINSE TIME DURATION SHOULD BE
BASED ON THE FLOW RATE SET WITH THE
ADJUSTABLE TRAVEL STOP ON THE WASTE
OUTLET VALVE TO ACHIEVE 48 GAL/CUFT . THE
FLOW RATE MAY BE REDUCED TO AVOID
OVERFLOWING THE DRAIN, HOWEVER IF
REDUCED TOO FAR IT WILL CAUSE EXCESSIVE
BACKPRESSURE DURING THE BRINE-IN STEP
PREVENTING SUFFICIENT BRINE FROM BEING
DRAWN INTO THE EDUCTOR ON 60” DIAMETER
UNITS AND SMALLER. IF THIS HAPPENS, THE
TRAVEL STOP WILL HAVE TO BE ADJUSTED
OPEN UNTIL THE EDUCTOR DRAWS BRINE
CORRECTLY.
ON SOFTENERS WITH EDUCTION BRINE
DRAW, WATER FROM THE CUSTOMER'S
SOURCE IS DIRECTED INTO THE BRINE
TANK DURING THIS AND SUBSEQUENT
STEPS TO DISSOLVE THE DRY SALT FOR THE
NEXT REGENERATION. THE FLOAT OPERATED
BRINE VALVE WILL ALLOW A PRECISE
AMOUNT OF WATER TO BE ADDED TO THE
BRINE TANK.
C) STANDBY
AFTER A VESSEL HAS COMPLETED THE
REGENERATION MODE AND IF THE UNIT IS NOT
CALLED INTO SERVICE, THE SOFTENER
ENTERS THE STANDBY MODE. IN THIS MODE,
ALL THE VALVES ARE CLOSED ON THE
SOFTENER AND NO WATER IS FLOWING TO OR
THROUGH THE SOFTENER. THIS SOFTENER
WILL REMAIN IN THE STANDBY MODE UNTIL
CALLED INTO SERVICE.
1.4 SPECIAL OPERATING PROCEDURES
ON THE ECONOMY, PLUS, AND DELUXE TRIM PACKAGES,
DURING THE SERVICE MODE, PERIODICALLY SAMPLE
THE EFFLUENT AT THE VESSEL'S LOWER SAMPLE VALVE
AND MAKE SURE THAT THE PRODUCT QUALITY IS
ACCEPTABLE. REFER TO THE SAMPLING & TESTING
SECTION OF THIS MANUAL FOR TYPICAL SAMPLING
PROCEDURES. A CHLORINE MONITOR IS AVAILABLE FOR
PROCUREMENT AND USE ON THE PLUS AND DELUXE
TRIM PACKAGES. IT COMES AS STANDARD ON THE
SELECT TRIM PACKAGE.
2.1 SAMPLING & TESTING
THIS SECTION GIVES THE PROCEDURES NEEDED TO
SAMPLE AND TEST THE SOFTENER SYSTEM.
SELECTED SAMPLING AND TESTING PROCEDURES
SHOULD BE PERFORMED REGULARLY DURING THE
OPERATION OF THIS SYSTEM. A WELL-KEPT
LOGBOOK OF TEST DATES, RESULTS, AND
OPERATOR OBSERVATIONS IS INVALUABLE FOR
TROUBLESHOOTING PERFORMANCE PROBLEMS.
ANY TESTS USED WITH THIS SYSTEM MUST BE
PERFORMED ON A REGULAR BASIS AND MUST BE
ACCURATELY RECORDED IN A LOGBOOK.
THE FREQUENCY OF SAMPLING AND TESTING IS
NORMALLY AT THE CUSTOMER'S DISCRETION.
FOR FURTHER INFORMATION ON SAMPLING AND
TESTING PROCEDURES, REFER TO THE ASTM BOOK OF
WATER STANDARDS.
2.2 TAKING SAMPLES FOR ANALYSIS
THIS SECTION COVERS SAMPLING AND TESTING
PROCEDURES SPECIFIC TO SOFTENER SYSTEMS.
PRIOR TO TAKING RESIN SAMPLES, BE SURE TO
HAVE ON HAND AN ADEQUATE SUPPLY OF
CLEAN PLASTIC BOTTLES. PLASTIC SAMPLE
BOTTLES AND BOTTLE LABELS ARE AVAILABLE
FROM YOUR LOCAL SERVICE REPRESENTATIVE.
1. RESIN SAMPLES SHOULD BE TAKEN AFTER A
COMPLETE BACKWASH OF THE SOFTENER VESSEL.
WHEN WATER IS GRAVITY-DRAINED
FROM A VESSEL, THE VENT PLUG MUST
BE REMOVED OR THE VENT VALVE
OPENED NEAR THE TOP OF THE
VESSEL. FAILURE TO DO SO CAN
CAUSE THE VESSEL TO COLLAPSE DUE
TO THE VACUUM CAUSED BY THE
DRAINING WATER.
2. AT THE END OF THE BACKWASH, REMOVE
THE VENT PLUG (OR OPEN THE VENT VALVE)
AT THE TOP OF THE VESSEL AND THE PLUG
(OR OPEN THE DRAIN VALVE) AT THE BOTTOM
OF THE PIPING MANIFOLD. DRAIN ALL WATER
FROM THE VESSEL.
3. REMOVE THE UPPER MANWAY OR HAND-HOLE AT
THE TOP OF THE VESSEL.
4. A SAMPLE MUST ACCURATELY INDICATE THE
CONDITION OF THE ENTIRE RESIN BED. USE
A “GRAIN
THIEF” OR RELATED DEVICE TO TAKE A CORE
SAMPLE OF THE RESIN. FIGURE 4-1
DEMONSTRATES THE USE
OF A GRAIN THIEF TO TAKE AN ACCURATE
SAMPLE.
DO NOT TAKE A SAMPLE FROM ONLY THE TOP
OF THE RESIN LAYER.
5. TAKE ENOUGH RESIN FROM THE BED TO FILL A
QUART JAR. SEAL THE JAR TIGHTLY, AND LABEL IT
WITH THE DATE, UNIT TYPE (SOFTENER), AND THE
SALES ORDER NUMBER ON THE INSIDE OF THE
CONTROLLER DOOR. AFTERWARDS, SEND THE
SAMPLE TO ANY LAB WITH RESIN TESTING
FACILITIES.
CONTACT TECHNICAL SUPPORT (SEE FRONT
COVER) FOR CURRENT PRICES FOR RESIN
TESTING SERVICES.
NOTES:
1. 1 - 50% CAPACITY TANK IS AFFECTED DURING
BACKWASH CYCLE. THIS TANK IS REGENERATED FOR
PROPER OPERATION THROUGH STEPS 1 -
BACKWASH. THE REMAINING 2 TANKS SERVE THE
DOMESTIC WATER SOFTENER SYSTEM DURING
SINGLE TANK BACKWASH CYCLE.
2. THIS PROCESS OUTLINES HOW THE EQUIPMENT
CHOSEN AS A BASIS OF DESIGN OPERATES.
SUCCESSFUL BIDDER MAY PROVIDE EQUIPMENT
THAT VARIES FROM THIS.
M
ELEC
1N100
P
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P
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RECEIVING
ISSUE
STOREKEEP
STOREKEEP
LINEN
CHUTE
COLLECTION
HAZ
WASTE
HOLDING
RMW/
SHARPS
HOLDING
AL
RECYCLE
HOLD
CART
WASH
GROUNDS
OUTSIDE
STORAGE
GROUNDS
WORKSHOP
STORAGE
1N120
FLAM
STORAGE
TELECOM
MASON
SHOP
AC
SHOP
CLEAN
DOCKS
SOILED
DOCKS
FOREMAN
CIM
COMMUNICATIONS
STOR
SECURITY
SECURE
STORAGE
1N120A
CORR
CORR
STORAGE
MED
GAS
WELDING
1N122A
UTILITY
ACCESS
VEST
CUBICLES
ELEC
FOREMAN
WORK
STATION
SHN106
SECURITY
WASH
AREA
Y15
Y13
Y2
Y4
Y6
Y8
Y9
Y11
Y19
L
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Y17
YE
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YC
YB.9
YB
YA
WAREHOUSE
FUEL
OIL
TRANSFER
PUMP
ROOM
YF
UP
DN
TOILET
1N105
TOILET
1N103
DOMESTIC
PUMP
ACCESS
1N101
LOBBY
CORR
STAIR
STN-3
HK
1N107
ELECT.
SHAFT
SHN-2
ELEVATOR
SHAFT
CORR
STAIR
1N122
1N122B
1N124
1N104
1N102
1N104A
1N106
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1N114
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1N114B
1N114C
1N112
1N114.1
(1N114.2 TO 1N114.4)
1N109
1N111
1N113
1N115
1N117
1N119
1N121A
1N121
1N121B
1N121C
1N123
1N.C03
1N.C03A
1N.C04
1N.C05
1N126
ENGINEERING
STORES
UP
ENGINEERING
STORAGE
ELEC
SHAFT
SUPPLIES
STAIR
ELEC
SHAFT
CORR
SHAFT
SHN-201
FEC
CORR
CORR
1N132
1N134
1N130
Y20
Z
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X
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TANK
STORAGE
1N128
T ectonic C igrypoht 20 07
T ectonic C igrypoht 20 07
T ectonic C igrypoht 20 07
EXISTING WATER
LINES
FUEL TANK STORAGE ROOM.
LOCATION OF NEW WATER
SOFTENER SYSTEM.
VA FORM 08 - 6231
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
JOB NO:
DATE:
BG:
PROJECT
MANAGER:
BATON ROUGE - NEW ORLEANS
MCA
Engineering & Construction
VAA19004
B. MILLER
05/22/2020
Drawing Title
INSTALL WATER SOFTENERS ON DOMESTIC
FEED WATER
Project Number
Building Number
BUILDING #7
Location
NEW ORLEANS, LOUISIANA
Date Checked Drawn
Drawing Number
Office of Construction and
Facilities Management
Project Title
Approved: Project Director
ARCHITECT / ENGINEER:CONSULTANTS:REVISIONS: DATE:
629-17-109
100% CD 06-26-2020
A/E:
TJ JML06/26/2020
MCA:
MARRERO, COUVILLON & ASSOCIATES, LLC
4354 S. SHERWOOD FOREST BLVD.,
SUITE D200
BATON ROUGE, LA. 70816
225-408-8249
1414 Fourth Ave Seattle, WA, 98105
(360) 223 - 8994
RAY SPEES, PRESIDENT
SPEES DESIGN BUILD
PL 003
PLUMBING SITE PLAN -
EXISTING
F3
Q
D3
E3
D2 D1
E2 E1
F2 F1
G2 G1
R2
R3
PLAN
NORTH
R1
R4
K
M1 M2
M3
N1 N2
A7
P
A6
L
A1
A2
A3
A4
H
A5
J1 J2
C1 C2
B1 B2
E
1 EXISTING SITE PLAN
Pl 003 SCALE: 1/16"=1'-0"
KEY NOTES:
MAX WIDTH OF HALLWAY IS 60". ALL EQUIPMENT MUST BE NO WIDER THAN
THIS TO BE ABLE TO GET IT INTO THE FUEL TANK STORAGE ROOM.
MANHOLE TIE POINT FOR DRAIN LINES.
J
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S
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W
X
Y
Z
ELECT. SHAFT
SHN-2
Tectonic Cpyright 207
SECURE STORAGE
1N120A
UP
NS-3
UP
UP
STN-5
STORAGE
1N120
ELEC SHAFT
1N132
SUPPLIES
1N134
Y21
ENGINEERING
STORAGE
1N130
AC SHOP
1N122
AC SHOP
1N122
FOREMAN
1N122B
MASON SHOP
1N124
UP
STN-6
FUEL TANK STORAGE
1N128
FUEL TANK STORAGE
1N128
1.1
ENGINEERING STORES
1N126
Y11
Y19
J
1 BLDG 7 FIRST FLOOR PLAN - AREA N2
1/8" = 1'-0"
T ectonic C igrypoht 20 07
Tectonic Cpyright 207
Tectonic Cpyright 207
T ectonic C igrypoht 20 07
T ectonic C igrypoht 20 07
T ectonic C igrypoht 20 07
T ectonic C igrypoht 20 07
CONTINUED
ON DRAWING
PL 005
AC-1
CONTROL PANEL
PL008
PL008
PL008
PL009
SEE 2/PL 004 FOR ENLARGED DRAINAGE
PLAN
J
J
2" TO TANK
SEE 3/PL008 FOR PIPING DETAILS
CORR
1N-C09
CORR
1N-C09
SEE NOTE 1
Tectonic Cpyright 207
NS-3
Tectonic Cpyright 207
8"Ø
1"Ø
8"Ø
4"Ø
FROM DOMESTIC WATER
SUPPLY OUTSIDE
OUTLET TO OUTSIDE
DOMESTIC WATER STORAGE
TANK
125' TO SANITARY SEWER INLET SH0WN ON SITE PLAN.
CONTRACTOR TO LOCATE U/G UTILITIES AND ROUTE
PIPE AROUND UTILITIES AS REQUIRED TO MAINTAIN
SLOPE. SEE DRAWING CUU114 FOR REFERENCE.
3"Ø
3"Ø
1"Ø
1"Ø
4"Ø
VA FORM 08 - 6231
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
JOB NO:
DATE:
BG:
PROJECT
MANAGER:
BATON ROUGE - NEW ORLEANS
MCA
Engineering & Construction
VAA19004
B. MILLER
05/22/2020
Drawing Title
INSTALL WATER SOFTENERS ON DOMESTIC
FEED WATER
Project Number
Building Number
BUILDING #7
Location
NEW ORLEANS, LOUISIANA
Date Checked Drawn
Drawing Number
Office of Construction and
Facilities Management
Project Title
Approved: Project Director
ARCHITECT / ENGINEER:CONSULTANTS:REVISIONS: DATE:
629-17-109
100% CD 06-26-2020
A/E:
TJ JML06/26/2020
MCA:
MARRERO, COUVILLON & ASSOCIATES, LLC
4354 S. SHERWOOD FOREST BLVD.,
SUITE D200
BATON ROUGE, LA. 70816
225-408-8249
1414 Fourth Ave Seattle, WA, 98105
(360) 223 - 8994
RAY SPEES, PRESIDENT
SPEES DESIGN BUILD
PL 004
FIRST FLOOR PLAN
SERVICE BUILDING
F3
Q
D3
E3
D2 D1
E2 E1
F2 F1
G2 G1
R2
R3
PLAN
NORTH
R1
R4
K
M1 M2
M3
N1 N2
A7
P
A6
L
A1
A2
A3
A4
H
A5
J1 J2
C1 C2
B1 B2
E
KEY NOTES:
WATER SOFTENER - THREE (3) 5'-0" DIAMETER TANKS (400 GPM EACH). INSTALL
AT ELEVATION THAT WILL ALLOW PIPING TO GO ABOVE CURB AT NORTH WALL.
SEE SHEET PL 009 FOR DETAILS.
BRINE TANK - 5-0" DIAMETER X 6'-0" TALL
TO 12,000 GALLON BRINE TANK OUTSIDE, LOCATION TBD.
8" DRAIN FROM WATER SOFTENERS, 2-3" DRAINS FROM BRINE TANK, 3-1" LINES
FROM WATER SOFTENER RELIEF VALVES.
INSTALLATION SHALL ALLOW ACCESS TO EXISTING MANUAL FUEL LINE 16'-0"
ABOVE FLOOR.
CONNECT 10" FROM SOFTENED WATER LINE TO EXISTING 10" UNDERGROUND
TO WATER STORAGE TANK.
BYPASS
NEW 10" WATER ABOVE GROUND. APPROXIMATELY 10'-15' AFF. CONTRACTOR
TO VERIFY.
NEW 10" WATER BELOW GROUND. SEE DETAIL 6/PL012.
2" BRINE WATER TO SOFTENER BRINE TANK AT SAME ELEVATION AS EXISTING
FUEL LINE. ROUTING FOR PLANNING PURPOSES ONLY.
4-HOUR RATED WALL
4-HOUR RATED DOUBLE DOORS. BUILD A 4-HOUR RATED WALL AROUND
DOUBLE DOOR TO MATCH EXISTING. FIRE ALARM PULL STATIONS TO BE
RELOCATED.
PROVIDE APPROPRIATE WALL BRACKETS AND TRAPEZE HANGERS FOR PIPING
AND ELECTRICAL CONDUIT.
INSTALLATION SHALL ALLOW ACCESS TO ELECTRICAL JUNCTION BOX 16'-0"
ABOVE FLOOR.
PROVIDE 6" HOUSE KEEPING PAD BELOW EQUIPMENT.
60" WIDTH IS THE MAXIMUM SPACE AVAILABLE FOR EQUIPMENT ACCESS INTO
THE BUILDING.
4" OVERFLOW DRAIN FROM 2-3" DRAIN LINES FROM BRINE TANKS.
EXISTING 10" WATER SUPPLY AND CONTROL VALVE.
1-1/2" BRINE TO SOFTENERS
1 FLOOR PLAN
PL 004 SCALE: 1/8"=1'-0"
2 ENLARGED DRAINAGE DETAIL PARTIAL FLOOR PLAN
PL 004 SCALE: 3/16"=1'-0"
NOTE:
1. DRAIN PIPING MUST BE OF SUFFICIENT ELEVATION TO SLOPE 1/8" PER
FOOT WHEN ROUTED TO WALL PENETRATION. COORDINATE DRAIN LINE
HEIGHT WITH VENDOR. IF VENDOR CANNOT PROVIDE SUFFICIENT HEIGHT
CONTRACTOR TO PROVIDE STRUCTURAL SKID DESIGNED AND STAMPED
BY A LICENSED ENGINEER TO PLACE WATER SOFTENER SKID ON.
2. PIPE ROUTING AND LOCATION OF VALVES TO BE APPROVED BY COR
PRIOR TO CONSTRUCTION.
3. SEE PIPE BEDDING DETAIL 6/PL012.
1N100
P
L N
P
L N
RECEIVING
ISSUE
STOREKEEP
STOREKEEP
LINEN
CHUTE
COLLECTION
HAZ
WASTE
HOLDING
RMW/
SHARPS
HOLDING
AL
RECYCLE
HOLD
CART
WASH
GROUNDS
OUTSIDE
STORAGE
GROUNDS
WORKSHOP
STORAGE
1N120
FLAM
STORAGE
TELECOM
MASON
SHOP
AC
SHOP
CLEAN
DOCKS
SOILED
DOCKS
FOREMAN
CIM
COMMUNICATIONS
STOR
SECURITY
SECURE
STORAGE
1N120A
CORR
CORR
STORAGE
MED
GAS
WELDING
1N122A
UTILITY
ACCESS
VEST
CUBICLES
ELEC
FOREMAN
WORK
STATION
SHN106
SECURITY
WASH
AREA
Y13
Y19
L
J
K
A
H
XA
YG
Y17
YE
YD
YC
YB.9
WAREHOUSE
FUEL
OIL
TRANSFER
PUMP
ROOM
YF
UP
DN
TOILET
1N105
TOILET
1N103
DOMESTIC
PUMP
ACCESS
1N101
LOBBY
CORR
STAIR
STN-3
HK
1N107
ELECT.
SHAFT
SHN-2
ELEVATOR
SHAFT
CORR
STAIR
1N122
1N122B
1N124
1N104
1N102
1N104A
1N106
1N108
1N110
1N114
1N114A
1N114B
1N114C
1N112
1N114.1
(1N114.2 TO 1N114.4)
1N109
1N111
1N113
1N115
1N117
1N119
1N121A
1N121
1N121B
1N121C
1N123
1N.C03
1N.C03A
1N.C04
1N.C05
1N126
ENGINEERING
STORES
SHAFT
SHN-201
M
CONTINUED
ON DRAWING
PL 004
PL010
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
JOB NO:
DATE:
BG:
PROJECT
MANAGER:
BATON ROUGE - NEW ORLEANS
MCA
Engineering & Construction
VAA19004
B. MILLER
05/22/2020
Drawing Title
INSTALL WATER SOFTENERS ON DOMESTIC
FEED WATER
Project Number
Building Number
BUILDING #7
Location
NEW ORLEANS, LOUISIANA
Date Checked Drawn
Drawing Number
Office of Construction and
Facilities Management
Project Title
Approved: Project Director
ARCHITECT / ENGINEER:CONSULTANTS:REVISIONS: DATE:
629-17-109
100% CD 06-26-2020
A/E:
TJ JML06/26/2020
MCA:
MARRERO, COUVILLON & ASSOCIATES, LLC
4354 S. SHERWOOD FOREST BLVD.,
SUITE D200
BATON ROUGE, LA. 70816
225-408-8249
1414 Fourth Ave Seattle, WA, 98105
(360) 223 - 8994
RAY SPEES, PRESIDENT
SPEES DESIGN BUILD
PL 005
FIRST FLOOR PLAN
SERVICE BUILDING
F3
Q
D3
E3
D2 D1
E2 E1
F2 F1
G2 G1
R2
R3
PLAN
NORTH
R1
R4
K
M1 M2
M3
N1 N2
A7
P
A6
L
A1
A2
A3
A4
H
A5
J1 J2
C1 C2
B1 B2
E
KEY NOTES:
12'Ø X 14' TALL 12,000 GALLON BRINE STORAGE TANK.SHOWN FOR
PLANNING PURPOSES ONLY.
DUPLEX BRINE PUMPS.SEE DETAILS SHEET PL 010.
2" BRINE SALT TO WATER SOFTENER . SHOWN FOR PLANNING
PURPOSES ONLY.
PROVIDE APPROPRIATE WALL BRACKETS AND TRAPEZE HANGERS
FOR PIPING AND ELECTRICAL CONDUIT. SHOWN FOR PLANNING
PURPOSES ONLY.
1 FLOOR PLAN
PL 005 SCALE: 1/8"=1'-0"
GENERAL NOTES:
1. CONTRACTOR TO PROVIDE ENGINEERING DESIGN FOR STORAGE TANK
AND FOUNDATION FOR STORAGE TANK AS PART OF THEIR CONSTRUCTION
PACKAGE.
2. LOCATION OF STORAGE TANK IS SHOWN FOR PLANNING PURPOSES ONLY.
FINAL LOCATION TO BE CONFIRMED AND APPROVED BY THE COR PRIOR
TO DESIGN AND CONSTRUCTION.
3. ROUTING OF PIPING IS SHOWN FOR PLANNING PURPOSES ONLY. FINAL
ROUTING TO BE CONFIRMED AND APPROVED BY THE COR PRIOR TO
CONSTRUCTION.
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
JOB NO:
DATE:
BG:
PROJECT
MANAGER:
BATON ROUGE - NEW ORLEANS
MCA
Engineering & Construction
VAA19004
B. MILLER
05/22/2020
Drawing Title
INSTALL WATER SOFTENERS ON DOMESTIC
FEED WATER
Project Number
Building Number
BUILDING #7
Location
NEW ORLEANS, LOUISIANA
Date Checked Drawn
Drawing Number
Office of Construction and
Facilities Management
Project Title
Approved: Project Director
ARCHITECT / ENGINEER:CONSULTANTS:REVISIONS: DATE:
629-17-109
100% CD 06-26-2020
A/E:
TJ JML06/26/2020
MCA:
MARRERO, COUVILLON & ASSOCIATES, LLC
4354 S. SHERWOOD FOREST BLVD.,
SUITE D200
BATON ROUGE, LA. 70816
225-408-8249
1414 Fourth Ave Seattle, WA, 98105
(360) 223 - 8994
RAY SPEES, PRESIDENT
SPEES DESIGN BUILD
PL 006
PROCESS FLOW DIAGRAM A
GENERAL NOTES:
1. PUMP SKID TO INCLUDE ALL NECESSARY VALVES AND GAUGES.
2. CONTRACTOR TO PROVIDE ENGINEERING DESIGN FOR STORAGE
TANK AS PART OF THEIR CONSTRUCTION PACKAGE. FINAL DESIGN
TO BE APPROVED BY THE COR.
200-550 FT
PIPING THROUGH FACILITY
OVERFLOW LINE
SIZE: 4" SCH080
PVC
AutoCAD SHX Text
12,000 GALLON / 50 TON
AutoCAD SHX Text
BRINE
AutoCAD SHX Text
OUTLET
AutoCAD SHX Text
BRINE STORAGE TANK
AutoCAD SHX Text 141"%%C x 193" H
AutoCAD SHX Text
PI
AutoCAD SHX Text
SV
AutoCAD SHX Text
PI
AutoCAD SHX Text DUPLEX ALTERNATING BRINE PUMP SKID MODEL: GRUNDFOS CRT 8-4 DESIGN: 50 GPM @ 40 PSIG DRIVER: 5 THP, 3450 RPM POWER: 460V/3PH/60Hz TEFC MOTOR MATERIAL: TITANIUM DIMENSIONS: 58"L X 50"W X 72"H
AutoCAD SHX Text
SV
AutoCAD SHX Text
BRINE FILL BY TRUCK DELIVERY
AutoCAD SHX Text
TO BRINE TANKS
AutoCAD SHX Text
CONTROL PANEL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
2" SCH80 PVC
AutoCAD SHX Text
2" SCH80 PVC
AutoCAD SHX Text
2" SCH80 PVC
AutoCAD SHX Text
BRINE PUMP
AutoCAD SHX Text
(LCP-01)
AutoCAD SHX Text
FLOW RANGE: 35-50 GPM PRESSURE: 40 PSI 2" SCH80 PVC
AutoCAD SHX Text
LIT
AutoCAD SHX Text
TO MCP LOW LEVEL ALERT
AutoCAD SHX Text
(BY CONTRACTOR)
AutoCAD SHX Text
480V/60HZ/3PH
AutoCAD SHX Text
PUMP SKID
AutoCAD SHX Text
TO MCP - FLOW/NO FLOW ALERT
AutoCAD SHX Text
(BY CONTRACTOR)
AutoCAD SHX Text
FI
AutoCAD SHX Text AI ANALOG INPUT ANALOG INPUT DI DIGITAL INPUT DIGITAL INPUT DO DIGITAL OUTPUT DIGITAL OUTPUT E-01 EDUCTOR EDUCTOR FE FLOW ELEMENT FLOW ELEMENT FI FLOW INDICATOR FLOW INDICATOR FAH FLOW ALARM - HIGH FLOW ALARM - HIGH HV HAND OPERATED VALVE HAND OPERATED VALVE LIT LEVEL INDICATED TRANSMITTER LEVEL INDICATED TRANSMITTER MCP MAIN CONTROL PANEL MAIN CONTROL PANEL PI PRESSURE INDICATOR PRESSURE INDICATOR PSV PRESSURE SAFETY VALVE PRESSURE SAFETY VALVE S SOLENOID SOLENOID SG SIGHT GLASS SIGHT GLASS SP SAMPLE VALVE/SAMPLE PORTSAMPLE VALVE/SAMPLE PORT
INSTRUMENT LEGEND
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
JOB NO:
DATE:
BG:
PROJECT
MANAGER:
BATON ROUGE - NEW ORLEANS
MCA
Engineering & Construction
VAA19004
B. MILLER
05/22/2020
Drawing Title
INSTALL WATER SOFTENERS ON DOMESTIC
FEED WATER
Project Number
Building Number
BUILDING #7
Location
NEW ORLEANS, LOUISIANA
Date Checked Drawn
Drawing Number
Office of Construction and
Facilities Management
Project Title
Approved: Project Director
ARCHITECT / ENGINEER:CONSULTANTS:REVISIONS: DATE:
629-17-109
100% CD 06-26-2020
A/E:
TJ JML06/26/2020
MCA:
MARRERO, COUVILLON & ASSOCIATES, LLC
4354 S. SHERWOOD FOREST BLVD.,
SUITE D200
BATON ROUGE, LA. 70816
225-408-8249
1414 Fourth Ave Seattle, WA, 98105
(360) 223 - 8994
RAY SPEES, PRESIDENT
SPEES DESIGN BUILD
PL 007
PROCESS FLOW DIAGRAM B
3" OVERFLOW
(BY CONTRACTOR)
MAIN CONTROL
PANEL (MCP)
NEMA 4
COMPACTLOGIX
TO EXTERIOR
DRAIN
TO EXTERIOR
DRAIN
AutoCAD SHX Text
FROM FEED SOURCE
AutoCAD SHX Text
TO DOMESTIC WATER STORAGE TANK
AutoCAD SHX Text
DAY TANK
AutoCAD SHX Text
BY
AutoCAD SHX Text
BY
AutoCAD SHX Text
BY FACTORY
AutoCAD SHX Text
BY CONTRACTOR
AutoCAD SHX Text
BY
AutoCAD SHX Text
BY
AutoCAD SHX Text
BY CONTRACTOR
AutoCAD SHX Text
BY FACTORY
AutoCAD SHX Text
LINING/PAINT: SEE SPECIFICATION LISTED ABOVE
AutoCAD SHX Text
PRESSURE: 100 PSIG (ASME CODE)
AutoCAD SHX Text
PI
AutoCAD SHX Text 01B
AutoCAD SHX Text
SEE NOTE 2
AutoCAD SHX Text
ATMOSPHERIC DRAIN
AutoCAD SHX Text
MEDIA: REFER TO SPECIFICATION FOR TYPES & QTYS
AutoCAD SHX Text
SEE NOTE 3
AutoCAD SHX Text NOTES: 1. ONE 12 X 16 MANWAY PROVIDED ON ALL 42"-60" DIA UNITS. 2. DRAIN LINE NOT TO EXCEED 24" ABOVE DRAIN LINE EXIT. ATMOSPHERIC DRAIN LINE TO BE ONE SIZE LARGER THAN WASTE PIPING. 3. NOT TO EXCEED 15'-0" ELEVATION ABOVE BRINE VESSEL ON UNITS WITH BRINE EDUCTORS. BRINE LINE REDUCTIONS NOT ALLOWED. 4. PRESSURE RELIEF VALVE IS SIZED FOR THERMAL RELIEF ONLY. CONTRACTOR RESPONSIBLE FOR PSV DISCHARGE PIPING. 5. TUBING TO BE PE, PRESSURE TESTED TO 80 PSIG.
AutoCAD SHX Text
PSV-01B
AutoCAD SHX Text
HV-02B
AutoCAD SHX Text
TK-01B
AutoCAD SHX Text
SP-02B
AutoCAD SHX Text
HV-01B
AutoCAD SHX Text
SP-02A
AutoCAD SHX Text
PI
AutoCAD SHX Text 01A
AutoCAD SHX Text
HV-02A
AutoCAD SHX Text
HV-01A
AutoCAD SHX Text
SP-01A
AutoCAD SHX Text
TK-01A
AutoCAD SHX Text
SEE NOTE 4
AutoCAD SHX Text
PSV-01A
AutoCAD SHX Text
SP-02C
AutoCAD SHX Text
PI
AutoCAD SHX Text 01C
AutoCAD SHX Text
HV-02C
AutoCAD SHX Text
HV-01C
AutoCAD SHX Text
TK-01C
AutoCAD SHX Text
PSV-01C
AutoCAD SHX Text
SEE NOTE 5
AutoCAD SHX Text
FI
AutoCAD SHX Text
AutoCAD SHX Text
DI
AutoCAD SHX Text
DRAIN FLOW (GPM)
AutoCAD SHX Text
FE
AutoCAD SHX Text
AutoCAD SHX Text
FE
AutoCAD SHX Text
AutoCAD SHX Text
DI
AutoCAD SHX Text
FI
AutoCAD SHX Text
AutoCAD SHX Text
PRODUCT FLOW
AutoCAD SHX Text
(GPM)
AutoCAD SHX Text
SEE NOTE 5
AutoCAD SHX Text
SEE NOTE 5
AutoCAD SHX Text NOM FEED: 800 GPM MAX FEED 1200 GPM FEED PRESS - 45 PSIG MIN - 90 PSIG RECOMMENDED MAX (90% OF PSV SETTING) FEED TEMP - 120°F SS PIPING
AutoCAD SHX Text
SEE NOTE 1 MANWAY
AutoCAD SHX Text
SEE NOTE 1 MANWAY
AutoCAD SHX Text
SEE NOTE 1 MANWAY
AutoCAD SHX Text
HV-03A
AutoCAD SHX Text
HV-03B
AutoCAD SHX Text
HV-03C
AutoCAD SHX Text
SP-01B
AutoCAD SHX Text
SP-01C
AutoCAD SHX Text
120 VAC / 1 PH / 60 HZ
AutoCAD SHX Text
FAH
AutoCAD SHX Text
AutoCAD SHX Text
HIGH FLOW
AutoCAD SHX Text
ALARM
AutoCAD SHX Text
FQ
AutoCAD SHX Text
AutoCAD SHX Text
FLOW TOTALIZER
AutoCAD SHX Text
VESSEL DIMENSIONS: 60"%%C X 72"H
AutoCAD SHX Text
PI
AutoCAD SHX Text
AutoCAD SHX Text
SG
AutoCAD SHX Text
AutoCAD SHX Text
EXTERIOR OPEN DRAIN
AutoCAD SHX Text
EXTERIOR OPEN DRAIN
AutoCAD SHX Text
EXTERIOR OPEN DRAIN
AutoCAD SHX Text
FROM BRINE STORAGE
AutoCAD SHX Text
FOR PLANNING PURPOSES ONLY
AutoCAD SHX Text
PI
AutoCAD SHX Text
FV-04C
AutoCAD SHX Text E-01
AutoCAD SHX Text
DAY TANK
AutoCAD SHX Text
2" SCH80 PVC
AutoCAD SHX Text
BRINE DAY TANK (2X) 55" X 70"H700 GALLONS
AutoCAD SHX Text
2" SCH80 PVC
AutoCAD SHX Text
NOM FEED: 800 GPM MAX FEED 1200 GPM FEED PRESS - 30 PSIG MIN 10" 304-SS SCH10
AutoCAD SHX Text
SKID - 01C
AutoCAD SHX Text
CLEAN, OIL-FREE, COMPRESSED AIR
AutoCAD SHX Text
2 SCFM, 80-100 PSI
AutoCAD SHX Text
1/8" FPT, DETAIL A
AutoCAD SHX Text
SKID - 01B
AutoCAD SHX Text
SKID - 01A
AutoCAD SHX Text
RECOMMENDED LINE: 8" PVC SCH80
AutoCAD SHX Text
MAX FLOW: 150 GPM
AutoCAD SHX Text
LIT
AutoCAD SHX Text
AI
AutoCAD SHX Text
MCP
AutoCAD SHX Text
DETAIL A (TYP)
AutoCAD SHX Text
DO
AutoCAD SHX Text
TYPICAL AIR ACTUATED VALVE CONTROL DETAIL (AIR SUPPLY NOT SHOWN ON SYSTEM P&ID)
AutoCAD SHX Text
SIGNAL
AutoCAD SHX Text
DETAIL A
AutoCAD SHX Text
80-100 PSIG CLEAN, DRY, OIL-FREE AIR
AutoCAD SHX Text
CONTROL
AutoCAD SHX Text
EXHAUST
AutoCAD SHX Text S
AutoCAD SHX Text
1 1/2" SCH80 PVC
AutoCAD SHX Text
INSTALLED SKID DIMENSIONS: 245"L X 110"W X 190"H
AutoCAD SHX Text
10" SCH40 CS
AutoCAD SHX Text
10" SCH40 CS
AutoCAD SHX Text GENERAL NOTE: 1. VENDOR IS RESPONSIBLE FOR REASSEMBLY OF WATER SOFTENER SYSTEM. VENDOR IS RESPONSIBLE FOR REASSEMBLY OF WATER SOFTENER SYSTEM. 2. CONTRACTOR IS RESPONSIBLE FOR TIE-INS TO WATER, AIR COMPRESSOR, CONTRACTOR IS RESPONSIBLE FOR TIE-INS TO WATER, AIR COMPRESSOR, DRAIN, POWER, AND OTHER SYSTEMS.
AutoCAD SHX Text
BYPASS VALVE
AutoCAD SHX Text
1-1/2" SCH80 CS
AutoCAD SHX Text
SEE NOTE 4
AutoCAD SHX Text
SEE NOTE 4
AutoCAD SHX Text AI ANALOG INPUT ANALOG INPUT DI DIGITAL INPUT DIGITAL INPUT DO DIGITAL OUTPUT DIGITAL OUTPUT E-01 EDUCTOR EDUCTOR FE FLOW ELEMENT FLOW ELEMENT FI FLOW INDICATOR FLOW INDICATOR FAH FLOW ALARM - HIGH FLOW ALARM - HIGH HV HAND OPERATED VALVE HAND OPERATED VALVE LIT LEVEL INDICATED TRANSMITTER LEVEL INDICATED TRANSMITTER MCP MAIN CONTROL PANEL MAIN CONTROL PANEL PI PRESSURE INDICATOR PRESSURE INDICATOR PSV PRESSURE SAFETY VALVE PRESSURE SAFETY VALVE S SOLENOID SOLENOID SG SIGHT GLASS SIGHT GLASS SP SAMPLE VALVE/SAMPLE PORTSAMPLE VALVE/SAMPLE PORT
INSTRUMENT LEGEND
2 EXISTING ISO FOR DOMESTIC WATER TAP OFF CAMPUS LOOP
PL 008 SCALE: NONE
EAST
WEST
TO DOMESTIC WATER
TANK
TO DOMESTIC WATER
TANK
PIPE EXITING
THRUST BLOCK
PIPE EXITING
THRUST BLOCK
GRADE BEAM
GRADE BEAM
GRADE
GRADE
EXISTING 10" WATER
GRADE
NEW 10" WATER
EXISTING 10" WATER
EXISTING 10" WATER
TO STORAGE TANK
EXISTING 10" WATER
EXISTING 10" WATER
TO STORAGE TANK
EXISTING 10" WATER
NEW 10" WATER
NEW 10" WATER TO
SOFTENERS
NEW 10" WATER FROM
SOFTENERS
EXISTING 10" WATER
EXISTING SLAB
GRADE
NEW 10" WATER
NEW 10" WATER
TO SOFTENER
EXISTING 10" WATER
TO STORAGE TANK
EXISTING 10" WATER
EXISTING SLAB
GRADE
NEW 10" WATER
NEW 10" WATER
TO SOFTENER
EXISTING 10" WATER
TO STORAGE TANK
3 NEW PIPING ISO FOR DOMESTIC WATER TAP OFF CAMPUS LOOP
PL 008 SCALE: NONE
TO
WATER
SOFTENER
FROM
WATER
SOFTENER
EAST
PIPE EXITING
THRUST BLOCK
GRADE
WEST
GRADE
TO DOMESTIC WATER
TANK
TO DOMESTIC WATER
TANK
4"
3" OVERFLOW FROM
EAST TANK
3" OVERFLOW FROM
EAST TANK
EXTERIOR WALL
CURB
6X4 REDUCER(TYP.)
2" FROM SOFTENER
VENT PIPING
4"
VA FORM 08 - 6231
A
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D
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F
A
B
C
D
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
JOB NO:
DATE:
BG:
PROJECT
MANAGER:
BATON ROUGE - NEW ORLEANS
MCA
Engineering & Construction
VAA19004
B. MILLER
05/22/2020
Drawing Title
INSTALL WATER SOFTENERS ON DOMESTIC
FEED WATER
Project Number
Building Number
BUILDING #7
Location
NEW ORLEANS, LOUISIANA
Date Checked Drawn
Drawing…
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