Attachment C - Decentralization_DRAWINGS.pdf

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Attached to
N4008526R0219, Design Bid Build - Decentralize Steam - Provide Natural Gas Fired Boilers at Buildings 23A, 43, 44, 49 at Naval Health Care New England (NHCNE) Newport, RI.
Solicitation number
N4008526R0219
Issued by

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Written by GovTribe AI ·

DECENTRALIZE STEAM AT BOILER PLANT A6 - DESIGN AND CONSTRUCTION DOCUMENTS

This file is a comprehensive set of design and construction drawings and specifications for a naval facilities engineering project at Naval Station Newport, Rhode Island. The project, identified as eProject No. 1389839, involves decentralizing the steam distribution system at Boiler Plant A6. The design team includes Ames & Whitaker (Architects), Kuegler Associates (Mechanical & Electrical Engineer), Diversified Technology Consultants (Civil Engineer), Environed Inc. (Environmental Engineer), and John Smolen & Associates (Structural Engineer).

The project encompasses multiple work packages including demolition of existing steam equipment and infrastructure at Buildings 23A, 43, 44, and 49; installation of new decentralized heating systems with individual boilers, hot water heaters, and associated piping and controls; trench construction for steam, condensate, and hot water lines; and site work including grading, stormwater management, and utility coordination. The design documents include over 50 detailed sheets covering site plans, building modifications, mechanical systems (hydronic heating, domestic hot water, gas piping, steam/condensate systems), electrical systems, structural details, and construction sequencing notes. Key design features incorporate pressure-reducing stations, steam heat exchangers, individual boiler controls with metering capabilities, and provisions for emergency stop buttons at each building. The project requires coordination with existing utilities and adherence to Rhode Island Department of Transportation standards for trenching and construction practices.

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Attachment A - 26R0219 - Steam Decentralization General Requirements.pdf PDF
Attachment D - Bid Schedule.pdf PDF
Attachment B - Decentralization_SPECIFICATION.pdf PDF
Attachment I - SECNAV 5512 FORM.pdf PDF
Attachment E - Wage Determination RI20260001.pdf PDF
Attachment J - SITE VISIT MAP.pdf PDF
Attachment H - NSN NHCNE SITE VISIT PROCEDURES.docx DOCX document
Attachment F - Pre-Proposal Inquiry (PPI) form.xlsx XLSX spreadsheet
Attachment G - PIEE Vendor Access Instructions.pdf PDF
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EPROJECT NO.:

AutoCAD SHX Text 31 Liberty Street Southington, Connecticut 06489 (860) 621-8944 Fax (860) 621-0957

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NAVSTA DRAWING NO.

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%%USHEET

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LIST OF DRAWINGS:

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DECENTRALIZE STEAM AT

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A6 ELECTRICAL PLAN

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BUILDING A6 ASBESTOS ABATEMENT PLAN

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A6 MECHANICAL DEMOLITION SECTION

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B23A MECHANICAL PLAN

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SITE LAYOUT

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MECHANICAL NOTES & SYMBOLS

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MECHANICAL DETAILS

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1 REVISION 6-25-2026

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BUILDING 23A - ABATEMENT

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BUILDING 43 - ABATEMENT

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AutoCAD SHX Text NO ASBESTOS-CONTAINING MATERIALS PRESENT IN THE HATCHED AREA. NO ASBESTOS ABATEMENT SCHEDULED FOR THIS AREA IN SUPPORT OF THIS PROJECT.

AutoCAD SHX Text NO ASBESTOS-CONTAINING MATERIALS PRESENT IN THIS HATCHED AREA. NO ASBESTOS ABATEMENT SCHEDULED FOR THIS AREA IN SUPPORT OF THIS PROJECT.

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BUILDING 49 - ABATEMENT

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AutoCAD SHX Text NO ASBESTOS-CONTAINING MATERIALS PRESENT IN THIS HATCHED AREA. NO ASBESTOS ABATEMENT SCHEDULED FOR THIS AREA IN SUPPORT OF THIS PROJECT.

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BUILDING 44 - ABATEMENT

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AutoCAD SHX Text NO ASBESTOS-CONTAINING MATERIALS PRESENT IN THIS HATCHED AREA. NO ASBESTOS ABATEMENT SCHEDULED FOR THIS AREA IN SUPPORT OF THIS PROJECT.

AutoCAD SHX Text THIS BLOCKED WINDOW IS PAINTED WITH LEAD-BASED PAINT AND HAS ASBESTOS-CONTAINING CAULK. DO NOT DISTURB WINDOW DURING RENOVATIONS.

AutoCAD SHX Text ROOF ABOVE MECHANICAL ROOM HAS ASBESTOS-CONTAINING ROOFING CEMENT. CUT NEW OPENINGS IN ROOF FOR MECHANICAL EQUIPMENT IN COMPLIANCE WITH SECTION 028200. COORDINATE WITH DRAWINGS P100 AND M101.

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NAVAL STATION NEWPORT

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NEWPORT, RI

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BID SET SUBMISSION

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MECHANICAL ROOMS ABATEMENT PLAN

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<<PM/DM>>

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CHIEF ENG/ARCH

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EPROJECT NO.:

AutoCAD SHX Text 31 Liberty Street Southington, Connecticut 06489 (860) 621-8944 Fax (860) 621-0957

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NAVSTA DRAWING NO.

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AutoCAD SHX Text ON DRAWING M102, MAN ACCESS HATCH IS BEING CUT THROUGH WALLBOARD CHASE ON FIRST FLOOR ABOVE. WALLBOARD & JOINT COMPOUND ARE NON-ASBESTOS IN BUILDING 43.

FLOOR PAINT ON CONCRETE FLOOR AND STEEL FLOOR TRENCH COVERS IS LEAD-BASED. DISPOSE OF REMOVED TRENCH COVERS AS SCRAP METAL.

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ABBREVIATIONSLEGENDGENERAL NOTES

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1. THE LOCATION OF EXISTING UTILITIES AS DEPICTED ARE FROM MAPS OF UTILITY COMPANIES, FIELD SURVEYS, THE LOCATION OF EXISTING UTILITIES AS DEPICTED ARE FROM MAPS OF UTILITY COMPANIES, FIELD SURVEYS, AND AVAILABLE INFORMATION. THEY MUST BE CONSIDERED AS ONLY APPROXIMATE BOTH AS TO SIZE AND LOCATION, AND ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. NEITHER THE OWNER NOR THE ENGINEER ASSUMES RESPONSIBILITY THAT THE OBSTRUCTIONS INDICATED WILL BE THE OBSTRUCTIONS ENCOUNTERED. THE SITE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL FIELD LOCATIONS. LOCATIONS AND DEPTHS OF CRITICAL UTILITIES SHALL BE VERIFIED BY THE SITE CONTRACTOR IN THE FIELD BY TEST PITS. 2. THE CONTRACTOR MUST CALL "DIGSAFE" (811) AT LEAST 15 DAYS PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR MUST CALL "DIGSAFE" (811) AT LEAST 15 DAYS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CONTRACTING OFFICER OF ANY DIFFERENCES IN IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CONTRACTING OFFICER OF ANY DIFFERENCES IN LOCATIONS OF EXISTING UTILITIES, OR ANY CONFLICTS WITH THE DESIGN BEFORE CONTINUING WITH THE ASSOCIATED WORK. 4. CONSTRUCTION INDICATED HEREON SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS, CONSTRUCTION INDICATED HEREON SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS, BUILDING CODES, AND STANDARDS. 5. ALL DIMENSIONS AND ELEVATIONS MUST BE FIELD VERIFIED BY THE SITE CONTRACTOR. ALL DIMENSIONS AND ELEVATIONS MUST BE FIELD VERIFIED BY THE SITE CONTRACTOR. 6. EXISTING FEATURES ARE DRAWN AS SCREENED LINES AND NEW CONSTRUCTION FEATURES ARE SHOWN AS DARK EXISTING FEATURES ARE DRAWN AS SCREENED LINES AND NEW CONSTRUCTION FEATURES ARE SHOWN AS DARK LINES. 7. CONTRACTOR SHALL PROTECT AND MAINTAIN ANY CONTROL POINTS, BENCHMARKS, IRON PIPES, OR PROPERTY CONTRACTOR SHALL PROTECT AND MAINTAIN ANY CONTROL POINTS, BENCHMARKS, IRON PIPES, OR PROPERTY MARKERS IN THE CONSTRUCTION LIMITS. 8. SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE MOST RECENT EDITION OF THE SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE MOST RECENT EDITION OF THE RHODE ISLAND SOIL EROSION AND SEDIMENT CONTROL HANDBOOK. 9. DIMENSIONS SHOWN ARE TO FACE OF CURB AND WALLS AND TO CENTERLINES OF PAVEMENT MARKINGS AND DIMENSIONS SHOWN ARE TO FACE OF CURB AND WALLS AND TO CENTERLINES OF PAVEMENT MARKINGS AND LIGHT POLES UNLESS OTHERWISE NOTED ON THESE PLANS. 10. THE SITE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE PROJECT DOCUMENTS OF ALL TRADES. THE SITE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE PROJECT DOCUMENTS OF ALL TRADES. THE CONTRACTOR SHALL REFER TO THE PROJECT DOCUMENTS OF ALL TRADES FOR UTILITY CONNECTION POINTS AND SHALL COORDINATE THE EXACT LOCATION OF SITE PIPING AND SITE WORK WITH ALL TRADES. 11. AREAS BEYOND THE WORK LIMITS DISTURBED FOR ANY REASON, BY THE CONTRACTOR AND HIS EMPLOYEES, AREAS BEYOND THE WORK LIMITS DISTURBED FOR ANY REASON, BY THE CONTRACTOR AND HIS EMPLOYEES, SHALL BE RESTORED TO THE SATISFACTION OF THE CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE. 12. CONTRACTOR SHALL ADJUST ALL CATCH BASINS, MANHOLES, VALVES, AND OTHER UTILITY STRUCTURES TO CONTRACTOR SHALL ADJUST ALL CATCH BASINS, MANHOLES, VALVES, AND OTHER UTILITY STRUCTURES TO REMAIN TO MATCH FINAL FINISH GRADE. 13. ALL EXISTING UTILITIES MUST BE IDENTIFIED BY A THIRD PARTY INDEPENDENT PRIVATE LOCATING COMPANY ALL EXISTING UTILITIES MUST BE IDENTIFIED BY A THIRD PARTY INDEPENDENT PRIVATE LOCATING COMPANY PRIOR TO ANY EXCAVATION. UTILITIES SHALL BE LOCATED USING GPR (GROUND PENETRATING RADAR, XRAY, BORE SCOPE OR ULTRASOUND.) 14. CONTRACTOR SHALL FOLLOW NAVAL STATION NEWPORT SOIL MANAGEMENT PLAN THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL FOLLOW NAVAL STATION NEWPORT SOIL MANAGEMENT PLAN THROUGHOUT CONSTRUCTION. 15. CONTRACTOR RESPONSIBLE FOR PHASING OF PROJECT TO ALLOW FOR ACCESS TO ALL BUILDINGS AT ALL TIMES CONTRACTOR RESPONSIBLE FOR PHASING OF PROJECT TO ALLOW FOR ACCESS TO ALL BUILDINGS AT ALL TIMES AND SAFE MOVEMENT OF PEDESTRIANS SURROUNDING CONSTRUCTION. 16. ANY WORK THAT REQUIRES ROAD CLOSURES REQUIRES COORDINATION WITH FACILITY.ANY WORK THAT REQUIRES ROAD CLOSURES REQUIRES COORDINATION WITH FACILITY.

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AutoCAD SHX Text AT ABANDONED ANGLE POINT BUILDING BOTTOM BOTTOM OF WALL CATCH BASIN CAST IRON PIPE CONCRETE MASONRY UNIT CLEAN OUT CONCRETE CORRUGATED PLASTIC PIPE DIAMETER DUCTILE IRON PIPE DRAWING UNDERGROUND ELECTRICAL CONDUIT ELECTRICAL ELEVATION EDGE OF PAVEMENT ELECTRONIC SECURITY SYSTEM EXISTING FIRE ALARM FACE OF CURB FOUNDATION DRAIN FINISHED FLOOR ELEVATION FINISHED GRADE FIRE PROTECTION SERVICE FEET GRATE GRADE TO DRAIN HANDICAP HIGH-DENSITY POLYETHYLENE PIPE HAND HOLE HIGH POINT INTRUSION DETECTION SYSTEM INVERT LENGTH LINEAR FEET LIGHT POLE MAXIMUM MANHOLE MINIMUM NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD ELECTRICAL LINE POINT OF CURVATURE PROPERTY LINE POINT OF TANGENCY POLYVINYL CHLORIDE PIPE RADIUS REINFORCED CONCRETE PIPE ROOF DRAIN SLOPE SUBGRADE SCHEDULE STORM DRAIN SQUARE FEET SANITARY SEWER STANDARD SINGLE WHITE LINE TELECOMMUNICATION CONDUIT TO BE REMOVED TELEPHONE TOP OF FRAME TOP OF WALL TYPICAL UNDERDRAIN UTILITY POLE WATER PIPE WITH DELTA

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SHEET

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DES

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 10 MARCH 2009

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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OF

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EPROJECT NO.:

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AutoCAD SHX Text M E M B E R S O F T H E A M E R I C A N I N S T I T U T E O F A R C H I T E C T S

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NAVSTA DRAWING NO.

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OVERALL EXISTING CONDITIONS

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AS NOTED

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EPZ

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ME

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NO WORK ON THIS SHEET

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AutoCAD SHX Text

AutoCAD SHX Text

RC

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XX

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XX

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BID SET SUBMISSION

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NORTHEAST IPT

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NAVAL STATION - NORFOLK, VIRGINIA

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XXX

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<<PM/DM>>

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BRANCH MANAGER

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CHIEF ENG/ARCH

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<<XX>>

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DEPARTMENT OF THE NAVY

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AutoCAD SHX Text B

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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SCALE:

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SHEET

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DES

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 10 MARCH 2009

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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OF

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NAVSTA DRAWING NO.

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EXISTING CONDITIONS

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AS NOTED

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EPZ

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ME

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Architects

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GRAPHIC SCALE

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EDGE OF PAVEMENT

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CURB

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LEGEND

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EXISTING

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TREE

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CONCRETE PAVEMENT

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FENCE

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MH

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CONTOUR

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MANHOLE

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CATCH BASIN

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NAVAL STATION NEWPORT

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NEWPORT, RI

AutoCAD SHX Text 1389839

AutoCAD SHX Text

AutoCAD SHX Text

RC

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

BID SET SUBMISSION

AutoCAD SHX Text 12/30/19

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NORTHEAST IPT

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NAVAL STATION - NORFOLK, VIRGINIA

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XXX

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<<PM/DM>>

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BRANCH MANAGER

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CHIEF ENG/ARCH

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<<XX>>

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DEPARTMENT OF THE NAVY

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AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

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CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

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NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 10 MARCH 2009

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

AutoCAD SHX Text

EPROJECT NO.:

AutoCAD SHX Text 31 Liberty Street Southington, Connecticut 06489 (860) 621-8944 Fax (860) 621-0957

AutoCAD SHX Text M E M B E R S O F T H E A M E R I C A N I N S T I T U T E O F A R C H I T E C T S

AutoCAD SHX Text

NAVSTA DRAWING NO.

AutoCAD SHX Text

EXISTING CONDITIONS

AutoCAD SHX Text 12799439

AutoCAD SHX Text

AutoCAD SHX Text

AS NOTED

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EPZ

AutoCAD SHX Text

EPZ

AutoCAD SHX Text

ME

AutoCAD SHX Text

MATCHLINE SEE C-104

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MATCHLINE SEE C-102

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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PARKING

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Architects

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LEGEND

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NEWPORT, RI

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AutoCAD SHX Text

AutoCAD SHX Text

RC

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XX

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XX

AutoCAD SHX Text

BID SET SUBMISSION

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XXX

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<<PM/DM>>

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BRANCH MANAGER

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CHIEF ENG/ARCH

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<<XX>>

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DEPARTMENT OF THE NAVY

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AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

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SCALE:

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CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

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NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 10 MARCH 2009

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

AutoCAD SHX Text

EPROJECT NO.:

AutoCAD SHX Text 31 Liberty Street Southington, Connecticut 06489 (860) 621-8944 Fax (860) 621-0957

AutoCAD SHX Text M E M B E R S O F T H E A M E R I C A N I N S T I T U T E O F A R C H I T E C T S

AutoCAD SHX Text

NAVSTA DRAWING NO.

AutoCAD SHX Text

EXISTING CONDITIONS

AutoCAD SHX Text 12799440

AutoCAD SHX Text

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

EPZ

AutoCAD SHX Text

EPZ

AutoCAD SHX Text

ME

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MATCHLINE SEE C-103

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 44499-412

GRASS

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Architects

AMES &

WHITAKER

C-109

GRAPHIC SCALE

( IN FEET )

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PAVE DISTURBED AREA 12" BEYOND VAULT COVER AND RE-STRIPE PARKING LOT LINES

AutoCAD SHX Text GAS SERVICE TO BUILDINGS 43 AND 23A. CONTRACTOR SHALL SAWCUT PAVEMENT AND PROVIDE TRENCH TO FENCE LINE. CONTRACTOR SHALL COORDINATE WITH NGRID FOR INSTALLATION. CONTRACTOR SHALL RESTORE DISTURBED AREA TO EXISTING CONDITIONS. NGRID TO INSTALL SERVICE FROM FENCE TO GAS MAIN IN ROAD. REFER TO CONTRACTOR TRENCHING REQUIREMENTS ON SHEET C-110.

AutoCAD SHX Text GAS SERVICE TO BUILDINGS 23A. CONTRACTOR SHALL SAWCUT PAVEMENT AND PROVIDE TRENCH TO BUILDING. CONTRACTOR SHALL COORDINATE WITH NGRID FOR INSTALLATION. CONTRACTOR SHALL RESTORE DISTURBED AREA TO EXISTING CONDITIONS. NGRID TO INSTALL SERVICE FROM FENCE TO GAS MAIN IN ROAD. REFER TO CONTRACTOR TRENCHING REQUIREMENTS ON SHEET C-110. REFER TO MECHANICAL PLANS FOR CONTINUATION INTO BUILDING.

AutoCAD SHX Text GAS SERVICE TO BUILDINGS 43. CONTRACTOR SHALL PROVIDE TRENCH TO BUILDING. CONTRACTOR SHALL COORDINATE WITH NGRID FOR INSTALLATION. CONTRACTOR SHALL RESTORE DISTURBED AREA TO EXISTING CONDITIONS. REFER TO CONTRACTOR TRENCHING REQUIREMENTS ON SHEET C-110. REFER TO MECHANICAL PLANS FOR CONTINUATION INTO BUILDING.

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RE-STRIPE PARKING LOT LINES

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NAVAL STATION NEWPORT

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NEWPORT, RI

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RC

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XX

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BID SET SUBMISSION

AutoCAD SHX Text 12/30/19

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NORTHEAST IPT

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NAVAL STATION - NORFOLK, VIRGINIA

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XXX

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<<PM/DM>>

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BRANCH MANAGER

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CHIEF ENG/ARCH

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<<XX>>

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 10 MARCH 2009

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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OF

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EPROJECT NO.:

AutoCAD SHX Text 31 Liberty Street Southington, Connecticut 06489 (860) 621-8944 Fax (860) 621-0957

AutoCAD SHX Text M E M B E R S O F T H E A M E R I C A N I N S T I T U T E O F A R C H I T E C T S

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NAVSTA DRAWING NO.

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SITE LAYOUT

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