7386810 DrawingsAsOne SIGNED.pdf
PDF 2 MB Posted
- Solicitation number
- N400857386810
About this file
This document contains drawings for the Install New Valves Elevated Water Storage Tanks, Phase 2 project at the U.S. Marine Corps Air Station Cherry Point in North Carolina, work order number 7386810.
The key details are:
- The project involves installing new altitude valves and related piping and fittings for three elevated water storage tanks, tanks 114, 3455, and 2063.
- The project is restricted to the Civil Paving MACC contractors. Only the Civil Paving MACC contractors listed in the RFP cover letter may submit a proposal.
- The Department of the Navy Naval Facilities Engineering Command is the federal agency involved.
- The drawings provide site plans and details for the work to be performed on each of the three storage tanks.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| AMENDMENT 0001.pdf | ||
| 7386810 SpecsAsOne SIGNED.pdf | ||
| RFP 7386810.pdf |
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Text version
MARINE CORPS AIR STATION
CHERRY POINT, NORTH CAROLINA
INSTALL NEW VALVES ELEVATED WATER STORAGE TANKS, PHASE 2
WO# 7386810
VICINITY MAP - MCAS CHERRY POINT, N.C.
INDEX OF DRAWINGS
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G-001
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NRW ENGINEERING
Structural Consultants 748 Lord Dunmore Drive, Suite 101 Virginia Beach, VA 23464 Phone 757-474-0612 Fax 757-474-0919
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NEW BERN, NC 28561
PH.(252) 633-0068
AVOLIS ENGINEERING, P.A.
P.O. BOX 15564
LICENSE NO. C-0706
6/11/2024
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RIVER
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NEUSE
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%%UMCAS
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%%UOAK GROVE
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US 70
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NEW RIVER
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US 117
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NORTH
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%%UCHERRY POINT
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NAVFAC
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SHEET
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TITLE
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COVER SHEET
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PROJECT AREA INDEX MAP, NOTES AND LEGEND
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SHEET NO.
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OF 05
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OF 05
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OF 05
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OF 05
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DRAWFORM REVISION: 10 MARCH 2009
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IPT MARINE CORPS
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NAVAL STATION - NORFOLK, VA
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U.S. MARINE CORPS AIR STATION
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CHERRY POINT, NORTH CAROLINA
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WO# 7386810
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OF 05
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CU103
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SITE PLAN AND DETAILS-STORAGE TANK 114
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SITE PLAN AND DETAILS-STORAGE TANK 3455
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SITE PLAN AND DETAILS-STORAGE TANK 2063
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PROJECT AREA INDEX MAP - MCAS CHERRY POINT
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Structural Consultants 748 Lord Dunmore Drive, Suite 101 Virginia Beach, VA 23464 Phone 757-474-0612 Fax 757-474-0919
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PH.(252) 633-0068
AVOLIS ENGINEERING, P.A.
P.O. BOX 15564
LICENSE NO. C-0706
NOT TO SCALE
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MARYLOU RD
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DRAWFORM REVISION: 10 MARCH 2009
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IPT MARINE CORPS
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NAVAL STATION - NORFOLK, VA
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U.S. MARINE CORPS AIR STATION
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WO# 7386810
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CIVIL LEGEND
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DESCRIPTION
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WATER VALVE
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UTILITY POLE/POLE WITH LIGHT
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GUY WIRE
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STORM SEWER
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DOMESTIC/FIRE WATER
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STORM DRAIN MANHOLE
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ELECTRIC MANHOLE
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FENCE
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GRAVEL
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AutoCAD SHX Text PROJECT CIVIL NOTES GENERAL CONSTRUCTION NOTES: 1. EXISTING CONDITIONS SHOWN ARE ACCURATE AS OF THE DATE OF SURVEY. THE EXISTING CONDITIONS SHOWN ARE ACCURATE AS OF THE DATE OF SURVEY. THE CONTRACTOR MUST CONFIRM TO HIS OWN SATISFACTION SITE CONDITIONS, INCLUDING A VERIFICATION OF CONDITIONS SHOWN AND NOT SHOWN. 2. ADJACENT STRUCTURES AND UTILITIES MUST REMAIN IN OPERATION DURING ADJACENT STRUCTURES AND UTILITIES MUST REMAIN IN OPERATION DURING CONSTRUCTION ACTIVITIES. EXISTING ADJACENT ROADS MUST REMAIN OPEN AND ACCESSIBLE BY VEHICULAR AND PEDESTRIAN TRAFFIC. IF ROADWAY CLOSURE IS REQUIRED, APPROVAL MUST BE SECURED FROM THE CONTRACTING OFFICER. THE CONTRACTOR MUST PROVIDE BARRICADES, LIGHTS, SIGNAGE AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 3. THE CONTRACTOR MUST PROVIDE FENCING, BARRICADES OR OTHER PROTECTIVE DEVICES THE CONTRACTOR MUST PROVIDE FENCING, BARRICADES OR OTHER PROTECTIVE DEVICES TO MAINTAIN A SECURED WORK AREA AT ALL TIMES. 4. PRIOR TO STARTING CONSTRUCTION ON ANY STRUCTURE OR UTILITY, THE CONTRACTOR PRIOR TO STARTING CONSTRUCTION ON ANY STRUCTURE OR UTILITY, THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS OF ANY STRUCTURE AND UTILITY. THE CONTRACTOR MUST DEVELOP A PLAN OF CONSTRUCTION THAT ENSURES ALL ACTIVITIES ARE COMPLETED IN A SAFE MANNER. PROVIDE ANY TEMPORARY SHORING, SHEETING OR SUPPORT REQUIRED TO COMPLETE WORK IN A SAFE MANNER. 5. COMPLETELY REMOVE ALL EXISTING STRUCTURES AND EXISTING UTILITIES INDICATED TO COMPLETELY REMOVE ALL EXISTING STRUCTURES AND EXISTING UTILITIES INDICATED TO BE REMOVED, BOTH ABOVE GROUND AND BELOW GROUND. UTILITY NOTES: 1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR MUST SECURE THE SERVICES OF A PROFESSIONAL UTILITY LOCATE CONTRACTOR TO MARK ALL EXISTING UTILITIES IN THE AREA OF WORK. UTILITY MARKINGS MUST BE MAINTAINED FOR THE DURATION OF DEMOLITION ACTIVITIES. WHERE NECESSARY TO CONFIRM AND AVOID UTILITY CONFLICTS, POTHOLE EXISTING UTILITIES TO CONFIRM LOCATIONS AND DEPTHS. DOWSING OR ANY OTHER TYPE OF DIVINATION METHOD IS NOT CONSIDERED AN ACCEPTABLE PRACTICE FOR LOCATING UTILITIES ONBOARD MCAS CHERRY POINT. 2. ALL UTILITY LINES TO REMAIN MUST REMAIN ACTIVE AND MUST BE PROTECTED DURING ALL UTILITY LINES TO REMAIN MUST REMAIN ACTIVE AND MUST BE PROTECTED DURING DEMOLITION ACTIVITIES. 3. EXISTING UTILITIES MUST NOT BE INTERRUPTED WITHOUT THE APPROVAL OF THE EXISTING UTILITIES MUST NOT BE INTERRUPTED WITHOUT THE APPROVAL OF THE CONTRACTING OFFICER. 4. THE CONTRACTOR MUST BE RESPONSIBLE TO REPAIR OR REPLACE, TO ORIGINAL THE CONTRACTOR MUST BE RESPONSIBLE TO REPAIR OR REPLACE, TO ORIGINAL CONDITION, ANY UTILITIES OR SURFACES DAMAGED OR DISTURBED DURING CONSTRUCTION.
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UNDERGROUND STEAM
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UGS
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STORAGE TANK 2063 SEE SHEET CU105
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STORAGE TANK 3455 SEE SHEET CU104
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STORAGE TANK 114 SEE SHEET CU102
WATER TREATMENT PLANT
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NEW BERN, NC 28561
PH.(252) 633-0068
AVOLIS ENGINEERING, P.A.
P.O. BOX 15564
LICENSE NO. C-0706
VALVE PIT - LID OFF - DEMOLITION2
VALVE PIT - LID OFF - NEW WORK3
VALVE PIT - TOP VIEW1
VALVE PIT - SECTION - NEW WORK4 VALVE STEM ACCESS HOUSINGA
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U.S. MARINE CORPS AIR STATION
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CHERRY POINT, NORTH CAROLINA
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WO# 7386810
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BLDG 151
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C ST
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EX. ASPHALT DRIVE
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TOWER 114
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EXISTING 16" WATER MAIN
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EXISTING VALVE PIT
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SUMP DISCHARGE PIPING, TO REMAIN
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CORE NEW OPENING - SEE NOTES
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SEE DETAILS 1-4, THIS SHEET
ADDITIONAL CONSTRUCTION REQUIREMENTS: 1. COORDINATE ALL PROJECT WORK WITH CHERRY POINT WATER TREATMENT PLANT COORDINATE ALL PROJECT WORK WITH CHERRY POINT WATER TREATMENT PLANT OPERATIONS THROUGH THE CONTRACTING OFFICER. 2. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF ANY COMPONENTS. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF ANY COMPONENTS. 3. VALVE PITS MUST BE CONSIDERED AS CONFINED SPACES - PROVIDE AND MAINTAIN VALVE PITS MUST BE CONSIDERED AS CONFINED SPACES - PROVIDE AND MAINTAIN PROPER VAPOR-PROOFING AND VENTILATION THROUGHOUT THE DURATION OF WORK IN ANY PIT. 4. PIPE SPOOL SECTION LENGTHS MAY BE ADJUSTED TO PROVIDE ALIGNMENT TO PIPE SPOOL SECTION LENGTHS MAY BE ADJUSTED TO PROVIDE ALIGNMENT TO EXISTING VAULT TOP OPENINGS. 5. ALIGN NEW VALVE STEMS WITH EXISTING OR NEW OPENINGS IN VAULT TOP. ALIGN NEW VALVE STEMS WITH EXISTING OR NEW OPENINGS IN VAULT TOP. POSITION VALVES TO AVOID CONFLICT WITH ACCESS HATCH EDGES. WHERE NO CORED OPENING EXISTS OR ALIGNMENT TO EXISTING VALVE STEM ACCESS HOLE CANNOT BE ACHIEVED, PROVIDE A NEW CORED OPENING WITH LID, IN ACCORDANCE WITH DETAIL A, SHEET CU102. 6. PLACEMENT AND LENGTHS OF VALVE AND SPOOL PIECES SHOWN ON PLANS ARE PLACEMENT AND LENGTHS OF VALVE AND SPOOL PIECES SHOWN ON PLANS ARE FOR ILLUSTRATIVE PURPOSES ONLY, AND ARE SUBJECT TO CHANGE BASED ON CONTRACTOR SELECTED AND GOVERNMENT APPROVED MATERIAL DIMENSIONS. 7. PLUG EXISTING OPENINGS DEPICTED TO BE SEALED WITH EPOXY GROUT. PLUG EXISTING OPENINGS DEPICTED TO BE SEALED WITH EPOXY GROUT. 8. PROVIDE SOLID CONCRETE SUPPORT BLOCKS UNDER ALL VALVES. PROVIDE SOLID CONCRETE SUPPORT BLOCKS UNDER ALL VALVES. 9. PROVIDE VALVE STEM EXTENSIONS ON ALL NEW GATE VALVES. PROVIDE PROVIDE VALVE STEM EXTENSIONS ON ALL NEW GATE VALVES. PROVIDE WALL-MOUNTED SUPPORTS FOR VALVE STEM EXTENSION SHAFTS AS RECOMMENDED BY MANUFACTURER. 10. PROVIDE ALL MISCELLANEOUS PIPING AND FITTINGS TO RENDER THE VALVES FULLY PROVIDE ALL MISCELLANEOUS PIPING AND FITTINGS TO RENDER THE VALVES FULLY FUNCTIONAL. 11. CONFIGURE THE PILOT VALVE TO DRAIN TO THE EXISTING SUMPS WITHIN THE VAULT. CONFIGURE THE PILOT VALVE TO DRAIN TO THE EXISTING SUMPS WITHIN THE VAULT. ALL DRAIN PIPING AND FITTINGS TO BE STEEL, AND DISCHARGE AT THE EDGE OF THE SUMP AREA. 12. PROTECT DURING CONSTRUCTION ALL EQUIPMENT, FITTINGS AND PIPING WITHIN THE PROTECT DURING CONSTRUCTION ALL EQUIPMENT, FITTINGS AND PIPING WITHIN THE VAULT AREA NOT DESIGNATED TO BE REMOVED OR REPLACED. REPAIR OR REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION OPERATIONS AT NO EXPENSE TO THE GOVERNMENT. 13. PRESSURE TEST, CHLORINATE AND SAMPLE ALL NEW WORK PRIOR TO RETURNING PRESSURE TEST, CHLORINATE AND SAMPLE ALL NEW WORK PRIOR TO RETURNING TO SERVICE. SEE SPECIFICATIONS. 14. WATER SYSTEM NOMINAL OPERATING PRESSURE IS 65 PSI. CONFIRM THE WATER SYSTEM NOMINAL OPERATING PRESSURE IS 65 PSI. CONFIRM THE OPERATING PRESSURE SET POINTS FOR THE ALTITUDE VALVE WITH THE CONTRACTING OFFICER. 15. CONFIRM THE PROPER OPERATION OF THE NEW VALVES IN THE PRESENCE OF THE CONFIRM THE PROPER OPERATION OF THE NEW VALVES IN THE PRESENCE OF THE CONTRACTING OFFICER OR THEIR DESIGNATED REPRESENTATIVE. COMPLETE FINAL TESTING AFTER THE SYSTEM HAS BEEN TESTED, CHLORINATED, SAMPLED AND RELEASED FOR USE.
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12908269
CU102
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SITE PLAN - STORAGE TANK 3455
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Structural Consultants 748 Lord Dunmore Drive, Suite 101 Virginia Beach, VA 23464 Phone 757-474-0612 Fax 757-474-0919
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NEW BERN, NC 28561
PH.(252) 633-0068
AVOLIS ENGINEERING, P.A.
P.O. BOX 15564
LICENSE NO. C-0706
VALVE PIT - LID OFF - DEMOLITION2
VALVE PIT - LID OFF - NEW WORK3
VALVE PIT - TOP VIEW1
VALVE PIT - SECTION - NEW WORK4
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CHERRY POINT, NORTH CAROLINA
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WO# 7386810
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BLDG 3987
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SEE DETAILS 1-4, THIS SHEET
ADDITIONAL CONSTRUCTION REQUIREMENTS: 1. COORDINATE ALL PROJECT WORK WITH CHERRY POINT WATER TREATMENT PLANT COORDINATE ALL PROJECT WORK WITH CHERRY POINT WATER TREATMENT PLANT OPERATIONS THROUGH THE CONTRACTING OFFICER. 2. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF ANY COMPONENTS. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF ANY COMPONENTS. 3. VALVE PITS MUST BE CONSIDERED AS CONFINED SPACES - PROVIDE AND MAINTAIN VALVE PITS MUST BE CONSIDERED AS CONFINED SPACES - PROVIDE AND MAINTAIN PROPER VAPOR-PROOFING AND VENTILATION THROUGHOUT THE DURATION OF WORK IN ANY PIT. 4. PIPE SPOOL SECTION LENGTHS MAY BE ADJUSTED TO PROVIDE ALIGNMENT TO PIPE SPOOL SECTION LENGTHS MAY BE ADJUSTED TO PROVIDE ALIGNMENT TO EXISTING VAULT TOP OPENINGS. 5. ALIGN NEW VALVE STEMS WITH EXISTING OR NEW OPENINGS IN VAULT TOP. ALIGN NEW VALVE STEMS WITH EXISTING OR NEW OPENINGS IN VAULT TOP. POSITION VALVES TO AVOID CONFLICT WITH ACCESS HATCH EDGES. WHERE NO CORED OPENING EXISTS OR ALIGNMENT TO EXISTING VALVE STEM ACCESS HOLE CANNOT BE ACHIEVED, PROVIDE A NEW CORED OPENING WITH LID, IN ACCORDANCE WITH DETAIL A, SHEET CU102. 6. PLACEMENT AND LENGTHS OF VALVE AND SPOOL PIECES SHOWN ON PLANS ARE PLACEMENT AND LENGTHS OF VALVE AND SPOOL PIECES SHOWN ON PLANS ARE FOR ILLUSTRATIVE PURPOSES ONLY, AND ARE SUBJECT TO CHANGE BASED ON CONTRACTOR SELECTED AND GOVERNMENT APPROVED MATERIAL DIMENSIONS. 7. PLUG EXISTING OPENINGS DEPICTED TO BE SEALED WITH EPOXY GROUT. PLUG EXISTING OPENINGS DEPICTED TO BE SEALED WITH EPOXY GROUT. 8. PROVIDE SOLID CONCRETE SUPPORT BLOCKS UNDER ALL VALVES. PROVIDE SOLID CONCRETE SUPPORT BLOCKS UNDER ALL VALVES. 9. PROVIDE VALVE STEM EXTENSIONS ON ALL NEW GATE VALVES. PROVIDE PROVIDE VALVE STEM EXTENSIONS ON ALL NEW GATE VALVES. PROVIDE WALL-MOUNTED SUPPORTS FOR VALVE STEM EXTENSION SHAFTS AS RECOMMENDED BY MANUFACTURER. 10. PROVIDE ALL MISCELLANEOUS PIPING AND FITTINGS TO RENDER THE VALVES FULLY PROVIDE ALL MISCELLANEOUS PIPING AND FITTINGS TO RENDER THE VALVES FULLY FUNCTIONAL. 11. CONFIGURE THE PILOT VALVE TO DRAIN TO THE EXISTING SUMPS WITHIN THE VAULT. CONFIGURE THE PILOT VALVE TO DRAIN TO THE EXISTING SUMPS WITHIN THE VAULT. ALL DRAIN PIPING AND FITTINGS TO BE STEEL, AND DISCHARGE AT THE EDGE OF THE SUMP AREA. 12. PROTECT DURING CONSTRUCTION ALL EQUIPMENT, FITTINGS AND PIPING WITHIN THE PROTECT DURING CONSTRUCTION ALL EQUIPMENT, FITTINGS AND PIPING WITHIN THE VAULT AREA NOT DESIGNATED TO BE REMOVED OR REPLACED. REPAIR OR REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION OPERATIONS AT NO EXPENSE TO THE GOVERNMENT. 13. PRESSURE TEST, CHLORINATE AND SAMPLE ALL NEW WORK PRIOR TO RETURNING PRESSURE TEST, CHLORINATE AND SAMPLE ALL NEW WORK PRIOR TO RETURNING TO SERVICE. SEE SPECIFICATIONS. 14. WATER SYSTEM NOMINAL OPERATING PRESSURE IS 65 PSI. CONFIRM THE WATER SYSTEM NOMINAL OPERATING PRESSURE IS 65 PSI. CONFIRM THE OPERATING PRESSURE SET POINTS FOR THE ALTITUDE VALVE WITH THE CONTRACTING OFFICER. 15. CONFIRM THE PROPER OPERATION OF THE NEW VALVES IN THE PRESENCE OF THE CONFIRM THE PROPER OPERATION OF THE NEW VALVES IN THE PRESENCE OF THE CONTRACTING OFFICER OR THEIR DESIGNATED REPRESENTATIVE. COMPLETE FINAL TESTING AFTER THE SYSTEM HAS BEEN TESTED, CHLORINATED, SAMPLED AND RELEASED FOR USE.
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Structural Consultants 748 Lord Dunmore Drive, Suite 101 Virginia Beach, VA 23464 Phone 757-474-0612 Fax 757-474-0919
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NEW BERN, NC 28561
PH.(252) 633-0068
AVOLIS ENGINEERING, P.A.
P.O. BOX 15564
LICENSE NO. C-0706
TN
PN
SITE PLAN - STORAGE TANK 2063
VALVE PIT - LID OFF - DEMOLITION2
VALVE PIT - LID OFF - NEW WORK3
VALVE PIT - TOP VIEW1
VALVE PIT - SECTION - NEW WORK4
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VALVE STEM EXTENSION
ADDITIONAL CONSTRUCTION REQUIREMENTS: 1. COORDINATE ALL PROJECT WORK WITH CHERRY POINT WATER TREATMENT PLANT COORDINATE ALL PROJECT WORK WITH CHERRY POINT WATER TREATMENT PLANT OPERATIONS THROUGH THE CONTRACTING OFFICER. 2. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF ANY COMPONENTS. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF ANY COMPONENTS. 3. VALVE PITS MUST BE CONSIDERED AS CONFINED SPACES - PROVIDE AND MAINTAIN VALVE PITS MUST BE CONSIDERED AS CONFINED SPACES - PROVIDE AND MAINTAIN PROPER VAPOR-PROOFING AND VENTILATION THROUGHOUT THE DURATION OF WORK IN ANY PIT. 4. PIPE SPOOL SECTION LENGTHS MAY BE ADJUSTED TO PROVIDE ALIGNMENT TO PIPE SPOOL SECTION LENGTHS MAY BE ADJUSTED TO PROVIDE ALIGNMENT TO EXISTING VAULT TOP OPENINGS. 5. ALIGN NEW VALVE STEMS WITH EXISTING OR NEW OPENINGS IN VAULT TOP. ALIGN NEW VALVE STEMS WITH EXISTING OR NEW OPENINGS IN VAULT TOP. POSITION VALVES TO AVOID CONFLICT WITH ACCESS HATCH EDGES. WHERE NO CORED OPENING EXISTS OR ALIGNMENT TO EXISTING VALVE STEM ACCESS HOLE CANNOT BE ACHIEVED, PROVIDE A NEW CORED OPENING WITH LID, IN ACCORDANCE WITH DETAIL A, SHEET CU102. 6. PLACEMENT AND LENGTHS OF VALVE AND SPOOL PIECES SHOWN ON PLANS ARE PLACEMENT AND LENGTHS OF VALVE AND SPOOL PIECES SHOWN ON PLANS ARE FOR ILLUSTRATIVE PURPOSES ONLY, AND ARE SUBJECT TO CHANGE BASED ON CONTRACTOR SELECTED AND GOVERNMENT APPROVED MATERIAL DIMENSIONS. 7. PLUG EXISTING OPENINGS DEPICTED TO BE SEALED WITH EPOXY GROUT. PLUG EXISTING OPENINGS DEPICTED TO BE SEALED WITH EPOXY GROUT. 8. PROVIDE SOLID CONCRETE SUPPORT BLOCKS UNDER ALL VALVES. PROVIDE SOLID CONCRETE SUPPORT BLOCKS UNDER ALL VALVES. 9. PROVIDE VALVE STEM EXTENSIONS ON ALL NEW GATE VALVES. PROVIDE PROVIDE VALVE STEM EXTENSIONS ON ALL NEW GATE VALVES. PROVIDE WALL-MOUNTED SUPPORTS FOR VALVE STEM EXTENSION SHAFTS AS RECOMMENDED BY MANUFACTURER. 10. PROVIDE ALL MISCELLANEOUS PIPING AND FITTINGS TO RENDER THE VALVES FULLY PROVIDE ALL MISCELLANEOUS PIPING AND FITTINGS TO RENDER THE VALVES FULLY FUNCTIONAL. 11. CONFIGURE THE PILOT VALVE TO DRAIN TO THE EXISTING SUMPS WITHIN THE VAULT. CONFIGURE THE PILOT VALVE TO DRAIN TO THE EXISTING SUMPS WITHIN THE VAULT. ALL DRAIN PIPING AND FITTINGS TO BE STEEL, AND DISCHARGE AT THE EDGE OF THE SUMP AREA. 12. PROTECT DURING CONSTRUCTION ALL EQUIPMENT, FITTINGS AND PIPING WITHIN THE PROTECT DURING CONSTRUCTION ALL EQUIPMENT, FITTINGS AND PIPING WITHIN THE VAULT AREA NOT DESIGNATED TO BE REMOVED OR REPLACED. REPAIR OR REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION OPERATIONS AT NO EXPENSE TO THE GOVERNMENT. 13. PRESSURE TEST, CHLORINATE AND SAMPLE ALL NEW WORK PRIOR TO RETURNING PRESSURE TEST, CHLORINATE AND SAMPLE ALL NEW WORK PRIOR TO RETURNING TO SERVICE. SEE SPECIFICATIONS. 14. WATER SYSTEM NOMINAL OPERATING PRESSURE IS 65 PSI. CONFIRM THE WATER SYSTEM NOMINAL OPERATING PRESSURE IS 65 PSI. CONFIRM THE OPERATING PRESSURE SET POINTS FOR THE ALTITUDE VALVE WITH THE CONTRACTING OFFICER. 15. CONFIRM THE PROPER OPERATION OF THE NEW VALVES IN THE PRESENCE OF THE CONFIRM THE PROPER OPERATION OF THE NEW VALVES IN THE PRESENCE OF THE CONTRACTING OFFICER OR THEIR DESIGNATED REPRESENTATIVE. COMPLETE FINAL TESTING AFTER THE SYSTEM HAS BEEN TESTED, CHLORINATED, SAMPLED AND RELEASED FOR USE.
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File details come from the government source that posted it. Updated .