Attachment A_Revised - 201130_Mahan_Specifications.pdf

SPECIFICATIONS

Volume 1 of 1

B3 Mahan Hall, NWC

Exterior and Interior Repairs

At

Naval War College, Newport, RI

NAVAL STATION NEWPORT

Newport, RI 02841

SUBMITTED BY:

Symmes Maini & McKee Associates

1000 Massachusetts Avenue

Cambridge, MA 02138

A/E Contract # N4008518D8703

PREPARED BY:

Architecture: Symmes Maini & McKee

Structural: Simpson Gumpertz & Hager

Electrical: Symmes Maini & McKee

Mechanical: Symmes Maini & McKee

Plumbing: Symmes Maini & McKee

Fire Protection Jensen Hughes

Haz Mat: CDW Consultants

WORK ORDER NO. 1637267

APPROVED BY:

For: NAVFAC MIDLANT-PWD Newport

Facilities Engineering & Acquisition Division (FEAD)

Contracting Officer (KO): Tracy Gates

CI Core – North Region

APPROVED BY:

ISSUE FOR BID - 11/30/2020

B3 Mahan Hall - Exterior and Interior Repairs 1637267

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 33 29 Page 22COVER PAGE

REGISTERED PROFESSIONALS FOR DESIGN OF MAHAN HALL – OCTOBER 30, 2020 REGISTERED PROFESSIONALS FOR DESIGN OF MAHAN HALL - NOVEMBER 30, 2020

B-3 Mahan Hall - Exterior and Interior Repairs 1637267

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15 LIST OF DRAWINGS

00 22 13.00 20 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

01 91 00.15 TOTAL BUILDING COMMISSIONING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 42 91 REMOVAL AND SALVAGE OF HISTORIC CONSTRUCTION MATERIALS

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

02 85 00 MOLD REMEDIATION

DI VI SI ON 03 - CONCRETE

03 01 00 REHABILITATION OF CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 03 00 CONSERVATION TREATMENT FOR PERIOD MASONRY

04 20 00 UNIT MASONRY

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

PROJECT TABLE OF CONTENTS Page 1

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILINGS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 30 00 WOOD FLOOR RESTORATION

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS & FRP

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 31 26 SLATE SHINGLES

07 52 16 STYRENE BUTADIENE STYRENE(SBS)MODIFIED BITUMINOUS

MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 01 52 OPERATION AND MAINTENANCE OF WOOD WINDOWS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 51 13 ALUMINUM WINDOWS

08 51 69.10 ALUMINUM STORM WINDOWS

08 52 00 WOOD WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DI VI SI ON 09 - FI NI SHES

09 01 90.50 PREPARATION OF HISTORIC WOOD AND METAL SURFACES FOR

PAINTING

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 25 29 SCAGLIOLA RESTORATION

09 26 00 VENEER PLASTER

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC TILING

09 51 00 SUSPENDED ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 66 13 RESTORATION OF CEMENT TERRAZZO FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 56 13 STEEL SHELVING (REFURBISMENT)

DI VI SI ON 11 - EQUI PMENT

PROJECT TABLE OF CONTENTS Page 2

11 06 40.13 FOODSERVICE EQUIPMENT SCHEDULE

DI VI SI ON 12 - FURNI SHI NGS

12 24 13 WINDOW AND SKYLIGHT SHADING

DI VI SI ON 14 - CONVEYI NG EQUI PMENT

14 24 23 HYDRAULIC PASSENGER ELEVATORS

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 12 00 STANDPIPE SYSTEMS

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 01 30.41 HVAC SYSTEM CLEANING

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.19 SEISMIC BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR MECHANICAL SYSTEMS

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 21 23 HYDRONIC PUMPS

23 22 26.00 20 STEAM SYSTEM AND TERMINAL UNITS

23 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 30 00 HVAC AIR DISTRIBUTION

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED WATER PIPING SYSTEMS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 82 00.00 20 TERMINAL HEATING UNITS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

DI VI SI ON 26 - ELECTRI CAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 05 74 SHORT CIRCUIT, PROTECTIVE DEVICE COORDINATION AND ARC

FLASH STUDY

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 51 00 INTERIOR LIGHTING

PROJECT TABLE OF CONTENTS Page 3

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 53 19.13 FIRST RESPONDER DISTRIBUTED ANTENNAE SYSTEMS (DAS)

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DI VI SI ON 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4 s

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET NUMBER NAVFAC

DWG

NUMBER

NAVSTA

DWG NUMBER

SHEET NAME

GENERAL

G-000A 12828238 45000-415 COVER SHEET - VOLUME A

G-001 12828239 45001-415 SCOPE OF WORK AND GENERAL NOTES

G-002 12828240 45002-415 LIST OF DRAWINGS

LS-000.1 12828241 45003-415 LIFE SAFETY NOTES AND SYMBOLS LEGEND

LS-000.2 12828242 45004-415 CODE COMPLIANCE SITE PLAN

LS-100.5 12828243 45005-415 BASEMENT LEVEL LIFE SAFETY PLAN

LS-101.0 12828244 45006-415 LEVEL 1 LIFE SAFETY PLAN

LS-101.5 12828245 45007-415 LEVEL 1.5 LIFE SAFETY PLAN

LS-102.0 12828246 45008-415 LEVEL 2 LIFE SAFETY PLAN

LS-102.5 12828247 45009-415 LEVEL 2.5 LIFE SAFETY PLAN

LS-103.0 12828248 45010-415 ATTIC LIFE SAFETY PLAN

HAZMAT

H-100 12828250 45012-415 HAZMAT GENERAL NOTES

H-100.5 12828251 45013-415 HAZMAT PLAN - BASEMENT LEVEL

H-100P 12828252 45014-415 HAZMAT PLAN PENETRATIONS

H-101.0 12828253 45015-415 HAZMAT PLAN - LEVEL 1.0

H-101.5 12828254 45016-415 HAZMAT PLAN - LEVEL 1.5

DOCUMENT 00 01 15 Page 1

H-102.0 12828255 45017-415 HAZMAT PLAN - LEVEL 2.0

H-102.5 12828256 45018-415 HAZMAT PLAN - LEVEL 2.5

H-103 12828257 45019-415 HAZMAT PLAN - ATTIC LEVEL

CIVIL

C-101 12828259 45021-415 EXISTING CONDITIONS PLAN

C-111 12828260 45022-415 SITE DEMOLITION AND PREPARATION PLAN

C-112 12828261 45023-415 SEDIMENT AND EROSION PLAN

C-121 12828262 45024-415 LAYOUT AND MATERIALS PLAN

C-131 12828263 45025-415 GRADING AND UTILITIES PLAN

C-501 12828264 45026-415 DETAILS I

C-502 12828265 45027-415 DETAILS II

C-503 12828266 45028-415 DETAILS III

STRUCTURAL

S-001 12828268 45030-415 GENERAL NOTES

S-002 12828269 45031-415 GENERAL NOTES

SD-100.5 12828270 45032-415 DEMOLITION FLOOR PLAN - BASEMENT LEVEL

SD-101.0 12828271 45033-415 DEMOLITION FLOOR PLAN - LEVEL 1.0

SD-101.5 12828272 45034-415 DEMOLITION FLOOR PLAN - LEVEL 1.5

SD-102.0 12828273 45035-415 DEMOLITION FLOOR PLAN - LEVEL 2.0

SD-102.5 12828274 45036-415 DEMOLITION FLOOR PLAN - LEVEL 2.5

SD-103.0 12828275 45037-415 DEMOLITION FLOOR PLAN - ATTIC LEVEL

SD-104.0 12828276 45038-415 DEMOLITION PLAN - ROOF LEVEL

S-100.5 12828277 45039-415 FLOOR PLAN - BASEMENT

S-101.0 12828278 45040-415 FLOOR PLAN - LEVEL 1.0

S-101.5 12828279 45041-415 FLOOR PLAN - LEVEL 1.5

S-102.0 12828280 45042-415 FLOOR PLAN - LEVEL 2.0

S-102.5 12828281 45043-415 FLOOR PLAN - LEVEL 2.5

DOCUMENT 00 01 15 Page 2

S-103.0 12828282 45044-415 FLOOR PLAN - ATTIC LEVEL

S-104.0 12828283 45045-415 FLOOR PLAN - ROOF LEVEL

S-301 12828284 45046-415 ELEVATOR SECTIONS

S-302 12828285 45047-415 FOUNDATION SECTIONS

S-401 12828286 45048-415 STACK AREA PART PLANS

S-402 12828287 45049-415 NEW ELEVATOR AND BLDG ADDITION PART PLANS

S-403 12828288 45050-415 NEW ELEVATOR AND BLDG ADDITION PART PLANS

S-500 12828289 45051-415 CONCRETE TYPICAL DETAILS

S-501 12828290 45052-415 CONCRETE TYPICAL DETAILS

S-502 12828291 45053-415 CONCRETE TYPICAL DETAILS

S-503 12828292 45054-415 MASONRY TYPICAL DETAILS

S-504 12828293 45055-415 MASONRY TYPICAL DEAILS

S-505 12828294 45056-415 STEEL TYPICAL DETAILS

S-510 12828295 45057-415 STACK AREA DETAILS

S-511 12828296 45058-415 MECH OPNG AND SLAB STRENGTHENING DETAILS

S-512 12828297 45059-415 BUILDING ADDITION DETAILS

S-513 12828298 45060-415 BUILDING ADDITION DETAILS

ARCHITECTURAL

A-001 12828300 45062-415 ABBREVIATIONS, LEGEND AND GENERAL NOTES

AD100.0 12828301 45063-415 DEMOLITION PLAN NOTES AND LEGENDS

AD100.5 12828302 45064-415 DEMOLITION FLOOR PLAN - BASEMENT LEVEL

AD101.0 12828303 45065-415 DEMOLITION FLOOR PLAN - LEVEL 1.0

AD101.5 12828304 45066-415 DEMOLITION FLOOR PLAN - LEVEL 1.5

AD102.0 12828305 45067-415 DEMOLITION FLOOR PLAN - LEVEL 2.0

AD102.5 12828306 45068-415 DEMOLITION FLOOR PLAN - LEVEL 2.5

AD103.0 12828307 45069-415 DEMOLITION FLOOR PLAN - ATTIC LEVEL

AD104.0 12828308 45070-415 DEMOLITION ROOF PLAN

DOCUMENT 00 01 15 Page 3

AD300 12828309 45071-415 DEMOLITION DETAILS

A-100.0 12828310 45072-415 CONSTRUCTION PLAN NOTES AND LEGEND

A-100.5 12828311 45073-415 FLOOR PLAN - BASEMENT LEVEL

A-101.0 12828312 45074-415 FLOOR PLAN - LEVEL 1.0

A-101.5 12828313 45075-415 FLOOR PLAN - LEVEL 1.5

A-102.0 12828314 45076-415 FLOOR PLAN - LEVEL 2.0

A-102.5 12828315 45077-415 FLOOR PLAN - LEVEL 2.5

A-103.0 12828316 45078-415 FLOOR PLAN - ATTIC LEVEL

A-104.0 12828317 45079-415 ROOF LEVEL PLAN

A-150.0 12828318 45080-415 RCP- NOTES AND LEGENDS

A-150.5 12828319 45081-415 RCP- BASEMENT LEVEL

A-151.0 12828320 45082-415 RCP- LEVEL 1.0

A-151.5 12828321 45083-415 RCP- LEVEL 1.5

A-152.0 12828322 45084-415 RCP- LEVEL 2.0

A-152.5 12828323 45085-415 RCP- LEVEL 2.5

A-201 12828324 45086-415 EXTERIOR ELEVATIONS

A-202 12828325 45087-415 EXTERIOR ELEVATIONS

A-203 12828326 45088-415 EXTERIOR ELEVATIONS

A-301 12828327 45089-415 SECTIONS - BUILDING

A-311 12828328 45090-415 SECTIONS - WALL

A-312 12828329 45091-415 SECTIONS - STACKED AREA

A-400 12828330 45092-415 RESTROOM GENERAL NOTES, MOUNTING HEIGHTS &

SCHEDULE

A-401 12828331 45093-415 ENLARGED PLANS & ELEVATIONS - WATER CLOSETS

A-402 12828332 45094-415 ENLARGED PLANS & ELEVATIONS - ELEVATOR,

LOBBIES & ENTRY

A-403 12828333 45095-415 ENLARGED PLANS & ELEVATIONS - CENTRAL

CIRCULATION STAIR

DOCUMENT 00 01 15 Page 4

A-404 12828334 45096-415 ENLARGED PLANS & ELEVATIONS - KITCHENETTE

& VESTIBULE

A-405 12828335 45097-415 ENLARGED PLANS & ELEVATIONS OF ROTUNDA

A-406 12828336 45098-415 ENLARGED PLAN & ELEVATIONS OF ROTUNDA

A-407 12828337 45099-415 ENLARGED PLANS & ELEVATIONS OF READING

ROOM

A-408 12828338 45100-415 ENLARGED PLAN & ELEVATIONS OF READING ROOM

A-409 12828339 45101-415 ENLARGED PLANS - FIRE PUMP ROOM AND

DEWALDON WALKWAY LOUVER

A-410 12828340 45102-415 INTERIOR ELEVATIONS - PLASTER REPAIR

A-411 12828341 45103-415 INTERIOR ELEVATIONS - PLASTER REPAIR

A-412 12828342 45104-415 INTERIOR ELEVATIONS - PLASTER REPAIR

A-510 12828343 45105-415 EXTERIOR DETAILS

A-511 12828344 45106-415 EXTERIOR DETAILS

A-515 12828345 45107-415 EXTERIOR DETAILS - MASONRY

A-516 12828346 45108-415 EXTERIOR DETAILS - MASONRY

A-521 12828347 45109-415 EXTERIOR DETAILS - ROOF

A-522 12828348 45110-415 EXTERIOR DETAILS - ROOF

A-523 12828349 45111-415 EXTERIOR DETAILS - WINDOWS

A-531 12828350 45112-415 INTERIOR DETAILS - PLAN

A-532 12828351 45113-415 INTERIOR DETAILS - FCU

A-541 12828352 45114-415 INTERIOR DETAILS - SECTION

A-551 12828353 45115-415 INTERIOR DETAILS - CEILING

A-601 12828354 45116-415 EXTERIOR WALL & ROOF TYPES AND MASONRY

PARTIONS

A-602 12828355 45117-415 INTERIOR WALL ASSEMBLY TYPES AND GENERAL

NOTES

A-603 12828356 45118-415 INTERIOR WALL ASSEMBLY TYPE DETAILS

A-604 12828357 45119-415 SCHEDULE - DOOR TYPES AND DETAILS

A-605 12828358 45120-415 SCHEDULE - DOORS

A-607 12828359 45121-415 SCHEDULE - HISTORIC DOOR AND TRIM DETAILS

INTERIORS

DOCUMENT 00 01 15 Page 5

I-100 12828361 45123-415 FINISH SCHEDULE LEGEND AND TRANSITION

DETAILS

I-101 12828362 45124-415 ROOM FINISH SCHEDULE

I-110.5 12828363 45125-415 FINISH FLOOR PLAN - BASEMENT LEVEL

I-111.0 12828364 45126-415 FINISH FLOOR PLAN - LEVEL 1.0

I-111.5 12828365 45127-415 FINISH FLOOR PLAN - LEVEL 1.5

I-112.0 12828366 45128-415 FINISH FLOOR PLAN - LEVEL 2.0

I-112.5 12828367 45129-415 FINISH FLOOR PLAN - LEVEL 2.5

I-150 12828368 45130-415 SCHEDULE-SIGNAGE

I-151 12828369 45131-415 SIGNAGE DETAILS

I-152 12828506 45268-415 SIGNAGE DETAILS

FIRE ALARM

FA-001 12828370 45132-415 FIRE ALARM NOTES, LEGEND & DETAILS

FAD-100.5 12828371 45133-415 BASEMENT DEMOLITION PLAN

FAD-101.0 12828372 45134-415 LEVEL 1 DEMOLITION PLAN

FAD-101.5 12828373 45135-415 LEVEL 1.5 DEMOLITION PLAN

FAD-102.0 12828374 45136-415 LEVEL 2 DEMOLITION PLAN

FAD-102.5 12828375 45137-415 LEVEL 2.5 DEMOLITION PLAN

FAD-103.0 12828376 45138-415 ATTIC DEMOLITION PLAN

FA-100.5 12828377 45139-415 BASEMENT LEVEL CONSTRUCTION PLAN

FA-101.0 12828378 45140-415 LEVEL 1 CONSTRUCTION PLAN

FA-101.5 12828379 45141-415 LEVEL 1.5 CONSTRUCTION PLAN

FA-102.0 12828380 45142-415 LEVEL 2 CONSTRUCTION PLAN

FA-102.5 12828381 45143-415 LEVEL 2.5 CONSTRUCTION PLAN

FA-103.0 12828382 45144-415 ATTIC CONSTRUCTION PLAN

FA-500 12828383 45145-415 FIRE ALARM SEQUENCE OF OPERATIONS MATRIX

FA-501 12828384 45146-415 FIRE ALARM RISER DIAGRAM

FIRE PROTECTION

DOCUMENT 00 01 15 Page 6

FP-001 12828385 45147-415 FIRE PROTECTION NOTES AND SYMBOLS LEGEND

FPD-100.5 12828386 45148-415 BASEMENT DEMOLITION PLAN

FPD-101.0 12828387 45149-415 LEVEL 1 DEMOLITION PLAN

FPD-101.5 12828388 45150-415 LEVEL 1.5 DEMOLITION PLAN

FPD-102.0 12828389 45151-415 LEVEL 2 DEMOLITION PLAN

FPD-102.5 12828390 45152-415 LEVEL 2.5 DEMOLITION PLAN

FPD-300.0 12828391 45153-415 ATTIC DEMOLITION PLAN

FP-100.5 12828392 45154-415 BASEMENT LEVEL CONSTRUCTION PLAN

FP-101.0 12828393 45155-415 LEVEL 1 CONSTRUCTION PLAN

FP-101.5 12828394 45156-415 LEVEL 1.5 CONSTRUCTION PLAN

FP-102.0 12828395 45157-415 LEVEL 2 CONSTRUCTION PLAN

FP-102.5 12828396 45158-415 LEVEL 2.5 CONSTRUCTION PLAN

FP-103.0 12828507 45269-415 ATTIC CONSTRUCTION PLAN

FP-200.0 12828508 45270-415 FIRE PROTECTION PUMP ROOM

FP-200.1 12828509 45271-415 FIRE PROTECTION DETAILS PLAN

FP-500 12828510 45272-415 FIRE PROTECTION CONCEPTUAL RISER DIAGRAM

PLUMBING

P-001 12828397 45159-415 PLUMBING LEGEND AND SCHEDULE

PD-010.5 12828398 45160-415 BASEMENT LEVEL DEMOLITION PLAN

PD-011.0 12828399 45161-415 LEVEL 1 DEMOLITION PLAN

PD-011.5 12828400 45162-415 LEVEL 1.5 DEMOLITION PLAN

PD-012.0 12828401 45163-415 LEVEL 2 DEMOLITION PLAN

P-100.0 12828402 45164-415 UNDERSLAB CONSTRUCTION PLAN

P-100.5 12828403 45165-415 BASEMENT LEVEL CONSTRUCTION PLAN

P-101.0 12828404 45166-415 LEVEL 1 CONSTRUCTION PLAN

P-101.5 12828405 45167-415 LEVEL 1.5 CONSTRUCTION PLAN

P-102.0 12828406 45168-415 LEVEL 2 CONSTRUCTION PLAN

DOCUMENT 00 01 15 Page 7

P-401 12828407 45169-415 PLUMBING DETAILS 1

P-402 12828408 45170-415 PLUMBING DETAILS 2

P-601 12828409 45171-415 SCHEDULES

MECHANICAL

M-001 12828411 45173-415 ABBREVIATIONS

M-002 12828412 45174-415 SYMBOL LEGEND & GENERAL NOTES

M-003 12828413 45175-415 DRAWING NOTES

MD101 12828414 45176-415 BASEMENT LEVEL DEMOLITION PLAN

MD102 12828415 45177-415 LEVEL 1.0 DEMOLITION PLAN

MD103 12828416 45178-415 LEVEL 1.5 DEMOLITION PLAN

MD104 12828417 45179-415 LEVEL 2.0 DEMOLITION PLAN

MD105 12828418 45180-415 LEVEL 2.5 DEMOLITION PLAN

MD106 12828419 45181-415 ATTIC LEVEL DEMOLITION PLAN

MD107 12828420 45182-415 ROOF LEVEL DEMOLITION PLAN

M-101 12828421 45183-415 BASEMENT LEVEL CONSTRUCTION PLAN

M-102 12828422 45184-415 LEVEL 1.0 CONSTRUCTION PLAN

M-103 12828423 45185-415 LEVEL 1.5 CONSTRUCTION PLAN

M-104 12828424 45186-415 LEVEL 2.0 CONSTRUCTION PLAN

M-105 12828425 45187-415 LEVEL 2.5 CONSTRUCTION PLAN

M-106 12828426 45188-415 ATTIC LEVEL CONSTRUCTION PLAN

M-107 12828427 45189-415 ROOF LEVEL CONSTRUCTION PLAN

M-401 12828428 45190-415 MECHANICAL PARTIAL PLANS & SECTIONS

M-501 12828429 45191-415 DETAILS I

M-502 12828430 45192-415 DETAILS II

M-503 12828431 45193-415 DETAILS III

M-504 12828432 45194-415 DETAILS lV

M-505 12828433 45195-415 DETAILS V

DOCUMENT 00 01 15 Page 8

M-506 12828434 45196-415 DETAILS VI

M-601 12828435 45197-415 SCHEDULES I

M-602 12828436 45198-415 SCHEDULES II

M-701 12828437 45199-415 DEMOLITION FLOW DIAGRAMS

M-702 12828438 45200-415 CHILLED WATER SYSTEM FLOW/CONTROL DIAGRAM

M-703 12828439 45201-415 LOW PRESSURE STEAM & HOT WATER SYSTEM

FLOW DIAGRAM

M-704 12828440 45202-415 DEDICATED OUTDOOR AIR SYSTEM (DOAS)

CONTROL DIAGRAM

M-705 12828441 45203-415 AIR HANDLING UNIT AHU-E2 CONTROL DIAGRAM

M-706 12828442 45204-415 CONTROL DIAGRAMS l

M-707 12828443 45205-415 CONTROL DIAGRAMS ll

M-708 12828444 45206-415

M-801 12828445 45207-415 DOAS-1 RISER DIAGRAM

M-802 12828446 45208-415 DOAS-2 RISER DIAGRAM

M-803 12828447 45209-415 AIR HANDLING UNIT AHU-E2 RISER DIAGRAM

M-901 12828448 45210-415 BASEMENT LEVEL SUPPLEMENTAL PHOTOS

M-902 12828449 45211-415 LEVEL 1.0 SUPPLEMENTAL PHOTOS

M-903 12828450 45212-415 LEVEL 2.0 SUPPLEMENTAL PHOTOS

M-904 12828451 45213-415 LEVEL 2.5 SUPPLEMENTAL PHOTOS

M-905 12828452 45214-415 ATTIC LEVEL SUPPLEMENTAL PHOTOS

ELECTRICAL

E-001 12828454 45216-415 ELECTRICAL LEGEND

E-002 12828455 45217-415 GENERAL NOTES

ED100.5 12828456 45218-415 ELECTRICAL DEMOLITION PLAN - BASEMENT

ED101.0 12828457 45219-415 ELECTRICAL DEMOLITION PLAN - LEVEL 1.0

ED101.5 12828458 45220-415 ELECTRICAL DEMOLITION PLAN - LEVEL 1.5

ED102.0 12828459 45221-415 ELECTRICAL DEMOLITION PLAN - LEVEL 2.0

DOCUMENT 00 01 15 Page 9

ED102.5 12828460 45222-415 ELECTRICAL DEMOLITION PLAN - LEVEL 2.5

ED103.0 12828461 45223-415 ELECTRICAL DEMOLITION PLAN - ATTIC LEVEL

EL100.5 12828462 45224-415 LIGHTING PLAN - BASEMENT

EL101.0 12828463 45225-415 LIGHTING PLAN - LEVEL 1.0

EL101.5 12828464 45226-415 LIGHTING PLAN - LEVEL 1.5

EL102.0 12828465 45227-415 LIGHTING PLAN - LEVEL 2.0

EL102.5 12828466 45228-415 LIGHTING PLAN - LEVEL 2.5

EL103.0 12828467 45229-415 LIGHTING PLAN - ATTIC LEVEL

EL501 12828468 45230-415 LIGHTING DETAILS AND SCHEDULES

EL502 12828469 45231-415 LIGHTING AND PLUG LOAD CONTROL DETAIL

EL503 12828470 45232-415 LIGHTING AND PLUG LOAD CONTROL DETAIL

EP100.5 12828471 45233-415 POWER PLAN - BASEMENT

EP101.0 12828472 45234-415 POWER PLAN - LEVEL 1.0

EP101.5 12828473 45235-415 POWER PLAN - LEVEL 1.5

EP102.0 12828474 45236-415 POWER PLAN - LEVEL 2.0

EP102.5 12828475 45237-415 POWER PLAN - LEVEL 2.5

EP103.0 12828476 45238-415 POWER PLAN - ATTIC LEVEL

EP104.0 12828477 45239-415 ELECTRICAL ROOF PLAN - LIGHTNING

PROTECTION

E-401 12828478 45240-415 ENLARGED PART PLANS

E-501 12828479 45241-415 ELECTRICAL DETAILS

E-502 12828480 45242-415 ELECTRICAL DETAILS

ED601 12828481 45243-415 POWER RISER DIAGRAM - DEMOLITION

EP600 12828482 45244-415 POWER SCHEDULES

EP601 12828483 45245-415 POWER RISER DIAGRAM - NEW WORK

EP601A 12828484 45246-415 POWER RISER DIAGRAM - ADD ALTERNATE

EP602 12828485 45247-415 PANEL SCHEDULES - BASEMENT

EP603 12828486 45248-415 PANEL SCHEDULES - BASEMENT

DOCUMENT 00 01 15 Page 10

EP604 12828487 45249-415 PANEL SCHEDULES - LEVEL 1

EP605 12828488 45250-415 PANEL SCHEDULES - LEVEL 2

EP606 12828489 45251-415 PANEL SCHEDULES -ATTIC

EP607 12828490 45252-415 MECHANICAL EQUIPMENT SCHEDULE

EL701.0 12828491 45253-415 FOOTCANDLE CALCS - LEVEL 1.0

EL702.0 12828492 45254-415 FOOTCANDLE CALCS - LEVEL 2.0

TELECOMMUNICATIONS

ET100.5 12828494 45256-415 TELECOMMUNICATIONS PLAN - BASEMENT

ET101.0 12828495 45257-415 TELECOMMUNICATIONS PLAN - LEVEL 1.0

ET101.5 12828496 45258-415 TELECOMMUNICATIONS PLAN - LEVEL 1.5

ET102.0 12828497 45259-415 TELECOMMUNICATIONS PLAN - LEVEL 2.0

ET102.5 12828498 45260-415 TELECOMMUNICATIONS PLAN - LEVEL 2.5

ET401 12828499 45261-415 TELECOMMUNICATIONS ENLARGED PLAN

ET501 12828500 54262-415 TELECOMMUNICATIONS DETAILS

ET502 12828501 45263-415 TELECOMMUNICATIONS DETAILS

ET503 12828502 45264-415 TELECOMMUNICATIONS DETAILS

ET601 12828503 45265-415 TELECOMMUNICATIONS RISER DIAGRAM

ET602 12828504 45266-415 TELECOMMUNICATIONS DEMO RISER DIAGRAM

ET603 12828505 45267-415 ELECTRIFIED DOOR AND SECURITY DIAGRAMS

ET604 12828511 45273-415 AUDIO VISUAL DETAILS AND ONE-LINE DIAGRAM

ET605 12828512 45274-415 TELECOMMUNICATIONS GROUNDING & MASS

NOTIFICATIONS DIAGRAM

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information. Drawing are the property of the Government and shall not be used for any purpose other than that intended by the contract. Full-size drawings are available at the bidder's or Contractor's expense.

DOCUMENT 00 01 15 Page 11

1.3.1 Boring Logs

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made. Boring Logs and data attached at end of Section

1.3.2 Subsurface Data

Subsurface data, not specified or indicated, have been obtained by the Government at the station. The data are available for examination by prospective bidders in the office of the Contracting Officer. The soils report is included as part of the solicitation.

1.3.2.1 Geotechnical Report

Boring log is attached following End of Document.

-- End of Document --

DOCUMENT 00 01 15 Page 12

G B

-1

G B

-5

G B

-7

G B

-2

G B

-3

G B

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G B

-4

L E

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S o il

B o ri n g

N O

T E

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F ie ld b o ri n g lo c a ti o s w e re t su rv e ye d a n d m a y b e s e ve ra l f e e t fr m th lo ca tio n s in d ic a te d . B o ri n g lo ca tio n s sh a ll b e c o n si d e re d a p p ro xi m a te

S o u th e rn

B o u le va rd S u ite

V ir g in ia B e a ch

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G e o E n vi ro n m e n ta l R e so u rc e s, I n c.

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IN

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IN

G L

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N

P L

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P ri n g le

M a h a n

H a ll N a va l W a r

C o lle g e N e w p o rt

R

I

G E R

G e o E n v ir o n m e n ta l R e s o u rc e s In c

C o n s u lt in g

E n g in e e rs

E n v ir o n m e n ta l G ro u n d w a te r

H a za rd o u s M a te ri a ls G e o te c h n ic a l In d u s tr ia l H y g ie n e

B3 Mahan Hall - Exterior and Interior Repairs: SOIL BORING LOGS 163726

N O

T E

S

T h e s u b su rf a ce c o n d iti o n s p re se n te d a re b a se d o n t h d a ta c o lle ct e d a t sp e ci fic b o ri n g l o ca tio n s o n ly

A ct u a l su b su rf a ce c o n d iti o n s w ill li ke ly v a ry fr o m th o se in d ic a te d

E le va tio n s a st ra ta p th s sh a ll b co si d e re a p p ro xi m a te

G E R

G e o E n v ir o n m e n ta l R e s o u rc e s In c

C o n s u lt in g

E n g in e e rs

E n v ir o n m e n ta l G ro u n d w a te r

H a za rd o u s M a te ri a ls G e o te c h n ic a l In d u s tr ia l H y g ie n e

S o u th e rn

B o u le va rd S u ite

V ir g in ia B e a ch

V

A

G e o E n vi ro n m e n ta l R e so u rc e s, I n c.

-5

S U

B S

U R

F A

C E

P R

O F

IL

E

P ri n g le

M a h a n

H a ll N a va l W a r

C o lle g e N e w p o rt

R

I

C O

N S

U

LT

IN

G

E N

G

IN

E E

R S

D

IS

T A

N C

E A

L O

N G

P R

O F

IL

E fe e t)

To p so il F ill W e a th e re d S h a le A sp h a lt

F ill

L ith o lo g y

G ra p h ic s

D R

A W

IN

G

N U

M B

E R

G

B

G B

-2 G

B -3

G

B

G

B

G -6

B

G -7

B

P R

O

JE

C T

N U

M B

E R

ELEVATION (feet)

B o re h o le

N u m b e r

G B

-1

B o re h o le

L ith o lo g y

W a te r

L e ve l R e a d in g a ft e r d ri lli n g

W a te r

L e ve l R e a d in g a t tim e o f d ri lli n g

S

P T

B lo w s

E xp la n a tio n

GEOTECHNICAL PROFILE - ELEVATION 5463.GPJ GEOENV RESOURCES.GDT 2/1/11

/3

/3

G B

-1

/2

/3

/2

G B

-2

/1

/5

/3

G B

-3

9 5

/2

G B

-4

5 3

G B

-5

/4

/3

G B

-6

9 5 4 5

/5

/1

G B

-7A s p h a lt P a v e m e n t

To p s o il

S T

R A

T U

M

F

IL

L s a m p le d a s lo o s e t o v e ry d e n s e s lig h tl y s ilt y, s ilt y a n d c la y e y S

A

D

(S P

-S M

S

M S

C -S

M

S T

R A

T U

M

F

IL

L s a m p le d a s v e ry lo o s e t o f ir m s ilt y a n d c la y e y S

A

D

(S M

S

C -S

M

S T

R A

T U

M

W e a th e re d S

H A

L E d e n s e t o v e ry d e n s e s a m p le d a s s ilt y S

A N

D

S M

FIELD TEST DATA

APPENDIX B

GER

TEST BORING RECORDS

The enclosed test boring records represent our interpretation of the subsurface conditions encountered at the specific boring locations at the time explorations were made based on visual examination of the field samples obtained and selected laboratory classification testing if performed. The lines designating the interface between various strata on the boring records represent the approximate interface location. In addition, the transition between strata may be more gradual than indicated. Water levels shown represent the conditions only at the time of the field exploration. It is possible that soil and groundwater conditions between the individual boring locations will be different from those indicated. Boring surface and strata elevations, if shown, shall be considered approximate and are referenced to project datum shown on the plans or described in the geotechnical report unless noted otherwise.

GER

CORRELATION OF RELATIVE DENSITY AND CONSISTENCY

WITH STANDARD PENETRATION TEST RESISTANCE (ASTM D 1586)

SPT RESISTANCE (N) IN BLOWS PER FOOT

0 - 4 5 - 10 11 - 30 31 - 50

51 +

RELATIVE DENSITY

SAND & GRAVEL

Very Loose Loose Firm

Dense Very Dense

0 - 2 3 - 4 5 - 8

9 - 15 16 - 30 31 - 50

51 +

CONSISTENCY

SILT & CLAY

Very Soft Soft Firm Stiff

Very Stiff Hard

Very Hard

KEY TO DRILLING SYMBOLS

Undisturbed Sample (ASTM D 1587)

Split Spoon Sample (ASTM D 1586)

Water Table after 24 hrs.

Water Table at Time of Drilling

W.O.H. Weight of Hammer

M.R. Mud Rotary Wash Drilling

H.S.A. Hollow Stem Auger Drilling

GER

Loss of Drilling Fluid

Boring Cave In

Seepage into Borehole

Roller Cone Advanced

Rock Coring (ASTM D 2113)

Auger Refusal

Roller Cone Refusal

DIAGNOSTIC

DESCRIPTION

ROCK PARAMETER

FIELD/LAB RATIO

ROCK QUALITY

HARDNESS WEATHERING

Very Hard

Hard

Moderately Hard

Medium

Soft

Very Soft

- Breaking specimens requires several hard hammer blows

- Hard hammer blow required to detach specimens

- Light hammer blow required to detach specimens

- May be scratched 1/16" deep by a knife or nail, breaks into several pieces by light hammer blow

- Can be gouged readily by knife or nail, corners and edges broken by finger pressure

- May be carved with a knife and readily broken by finger pressure

Fresh

Slight

Moderate

Severe

Very Severe

Complete

- Fresh rock, bright crystals, no staining

- Minimum stainaing and discoloration, open joints contain clay

- Significant portions of rock shows staining and discoloration, strong rock fragments

- All rock shows staining, rock fabric evident but reduced strength

- All rock shows staining, rock mass effectively reduced to soil with strong rock fragments remaining

- Rock reduced to soil with rock fabric not discernable

BORING LOG LEGEND

Core Recovery (%)REC

Rock Quality Designator (%)RQD

Solid Core Recovery (%)SCR

Approximate Strata Change Depth Different Soil Types

Approximate Strata Change Depth Similar Soil Types after Terzaghi and Peck, 1968 after D. J. Deere, 1963, 1967

Resistance of a standard 2-inch O.D., 1.375-inch I.D. split spoon sampler driven by a 140 pound hammer free-falling 30 inches.

SPT

N

SPT

N

Very Poor Poor Fair

Good Excellent

RQD (%)

0 - 25 25 - 50 50 - 75 75 - 90

90 - 100

0.15 0.20 0.25

0.30 to 0.70

0.70 to 1.00

SOIL CLASSIFICATION CHART (ASTM D 2487)

GER

COARSE

GRAINED

SOILS

MORE THAN 50%

OF MATERIAL

IS LARGER

THAN NO. 200

SIEVE SIZE

FINE

GRAINED

SOILS

OTHER

SOILS

MORE THAN 50%

OF MATERIAL

IS SMALLER

THAN NO. 200

SIEVE SIZE

GRAVEL

AND

GRAVELLY

SOILS

MORE THAN 50%

OF COARSE

FRACTION

RETAINED ON

NO. 4 SIEVE

SAND

AND

SANDY

SOILS

MORE THAN 50%

OF COARSE

FRACTION

PASSING ON

NO. 4 SIEVE

SILTS

AND

CLAYS

HIGHLY ORGANIC SOILS

UNCONTROLLED FILLS

DECOMPOSED OR PARTIALLY

WEATHERED ROCK

CLEAN

GRAVELS

(LITTLE OR NO

FINES)

GRAVELS

WITH FINES

(APPRECIABLE

AMOUNT OF FINES)

CLEAN SANDS

(LITTLE OR NO

FINES)

SANDS WITH

FINES

(APPRECIABLE

AMOUNT OF FINES)

LOW PLASTICITY

LIQUID LIMIT

LESS THAN

HIGH PLASTICITY

LIQUID LIMIT

GREATER THAN

WELL-GRADED GRAVELS,

GRAVEL - SAND MIXTURES,

LITTLE OR NO FINES

POORLY-GRADED GRAVELS,

GRAVEL - SAND MIXTURES,

LITTLE OR NO FINES

SILTY GRAVELS, GRAVEL -

SAND - SILT MIXTURES

CLAYEY GRAVELS, GRAVEL -

SAND - CLAY MIXTURES

WELL-GRADED SANDS,

GRAVELLY SANDS, LITTLE OR

NO FINES

POORLY-GRADED SANDS,

GRAVELLY SAND, LITTLE OR

NO FINES

SILTY SANDS, SAND - SILT

MIXTURES

CLAYEY SANDS, SAND - CLAY

MIXTURES

INORGANIC SILTS, CLAYEY SILTS,

SILT-VERY FINE SAND MIXTURES,

ROCK FLOUR

INORGANIC CLAYS OF LOW TO

MEDIUM PLASTICITY,

GRAVELLY, SANDY, SILTY, &

LEAN CLAYS

ORGANIC SILTS AND ORGANIC

CLAYS OF LOW PLASTICITY

INORGANIC SILTS AND MICACEOUS,

DIATOMACEOUS AND ELASTIC

SILTY SOILS

INORGANIC CLAYS OF HIGH

PLASTICITY, FAT CLAYS

ORGANIC CLAYS OF MEDIUM TO

HIGH PLASTICITY, ORGANIC

SILTS

PEAT, HUMUS, MUCK, SWAMP SOILS

WITH VERY HIGH ORGANIC

CONTENTS

TRANSITIONAL MATERIAL BETWEEN SOIL AND

ROCK WHICH MAY RETAIN THE RELICT

STRUCTURE OF THE PARENT ROCK

DISTURBED SOILS WITH POSSIBLE DEBRIS

AND RUBBLE, OLD CONSTRUCTION

WASTES, NON-ENGINEERED BACKFILLS

MAJOR DIVISIONS

SYMBOLS

GRAPH LETTER

TYPICAL

DESCRIPTIONS

GW

GP

GM

GC

SW

SP

SM

SC

ML

CL

OL

MH

CH

OH

PT

0 10 20 30 40 50 60 70 80 90 100

Liquid Limit

Low

Plasticity

Clay (CL)

High

Plasticity

Clay (CH)

Low

Plasticity

Silt (ML)

High

Plasticity

Silt (MH)

Clay/Silt

Results

Not

Possible

P la s ti c it y

In d e x

U-L in e

A-L in e

Low Plasticity Soils High Plasticity Soils

Atterberg Limits

PLASTICITY INDEX (PI) & SHRINK-SWELL POTENTIAL

0 - 4 4 - 15

15 - 30 31+

None Slight or Low

Medium to High High to Very High

ADDITIONAL RELATIVE DESCRIPTIVE VALUES

Trace < 10% Little < 20% but > 10%

Some < 35% but > 20% And > 35%

4.75 mm to 19.0 mm (#4 - 0.75 in.)

PARTICLE SIZE IDENTIFICATION

BOULDERS:

COBBLES:

GRAVEL: Coarse -

Fine -

SANDS: Coarse -

Medium -

Fine -

SILTS & CLAYS:

Greater than 300 mm (12 in.)

75 mm to 300 mm (3 - 12 in.)

19.0 mm to 75 mm (0.75 - 3 in.)

2.00 mm to 4.75 mm

0.425 mm to 2.00 mm

0.075 mm to 0.425 mm

Less than 0.075 mm

Auger refusal at

12.3 feet

Topsoil - 4 inches

FILL

Sampled as slightly silty, silty and clayey SAND (SP-SM, SM, SC-SM,), loose to firm, black, brown and grey, fine to coarse, with gravel, crushed stone and concrete

Weathered Rock Sampled as silty, weathered SHALE, very dense, grey, with some rock fragments and trace to little sand

Boring terminated at 12.3 feet.

1-4-6-50

22-10-10-4

6-11-9-8

8-6-6-4

29-50/3"

50/3"

Ground Water

Elevation Sampler Data m m

Environmental, Groundwater, Hazardous Materials, Geotechnical & Industrial Engineering Consultants

Depth

TEST BORING RECORD

GeoEnvironmental Resources, Inc.

Elevation (ft.): 30.0

Material DescriptionLith-ology 100

Date Drilled: 12/7/2010

Drill Method: 4-1/4" H.S.A.Depth (ft.): 12.3 ft

Boring No.

Sheet No. 1 of 1

Client: AECOM ft

GB-1

GeoEnvironmental Resources, Inc. 2712 Southern Boulevard, Suite 101 Virginia Beach, VA 23452 757-463-3200 germail@geronline.com

Penetration Resistance (blows/foot) Uncorrected

Project: Pringle/Mahan Hall Renovation

Location: NAVSTA Newport, NWC, Newport, RI

GER Project Number: 110-5463

Driller: All State Drilling

R O

C K

.G

P J

C P

T V

2.

1.

G D

T

/7 /1

7.5 feet

Pavement Asphalt - 3.5 inches, no crushed stone

FILL

Sampled as silty SAND (SM) Very dense, brown to grey, fine to coarse, with crushed stone and concrete Weathered Rock Sampled as silty, weathered SHALE, very dense, light brown to grey, with some rock fragments and trace to little sand

Boring terminated at 7.5 feet.

23-33-35-50/2"

50/2"

50/3"

50/2"

Ground Water

Elevation Sampler Data m m

Environmental, Groundwater, Hazardous Materials, Geotechnical & Industrial Engineering Consultants

Depth

TEST BORING RECORD

GeoEnvironmental Resources, Inc.

Elevation (ft.): 29.0

Material DescriptionLith-ology 100

Date Drilled: 12/8/2010

Drill Method: 4-1/4" H.S.A.Depth (ft.): 7.5 ft

Boring No.

Sheet No. 1 of 1

Client: AECOM ft

GB-2

GeoEnvironmental Resources, Inc. 2712 Southern Boulevard, Suite 101 Virginia Beach, VA 23452 757-463-3200 germail@geronline.com

Penetration Resistance (blows/foot) Uncorrected

Project: Pringle/Mahan Hall Renovation

Location: NAVSTA Newport, NWC, Newport, RI

GER Project Number: 110-5463

Driller: All State Drilling

R O

C K

.G

P J

C P

T V

2.

1.

G D

T

/7 /1

Highly weathered/fractured zone, 8.5 to 10 below surface

Auger refusal at 11 feet

Topsoil - 4 inches

FILL

Sampled as slightly silty and silty SAND (SP-SM, SM), firm, brown to grey, fine to coarse, with gravel, crushed stone and concrete

Weathered Rock Sampled as silty, weathered SHALE, very dense, grey, with some rock fragments and trace to little sand

Boring terminated at 11 feet.

2-10-10-7

8-8-12-11

14-44-50-50/4"

50/1"

50/5"

50/3"

Ground Water

Elevation Sampler Data m m

Environmental, Groundwater, Hazardous Materials, Geotechnical & Industrial Engineering Consultants

Depth

TEST BORING RECORD

GeoEnvironmental Resources, Inc.

Elevation (ft.): 32.0

Material DescriptionLith-ology 100

Date Drilled: 12/7/2010

Drill Method: 4-1/4" H.S.A.Depth (ft.): 11.0 ft

Boring No.

Sheet No. 1 of 1

Client: AECOM ft

GB-3

GeoEnvironmental Resources, Inc. 2712 Southern Boulevard, Suite 101 Virginia Beach, VA 23452 757-463-3200 germail@geronline.com

Penetration Resistance (blows/foot) Uncorrected

Project: Pringle/Mahan Hall Renovation

Location: NAVSTA Newport, NWC, Newport, RI

GER Project Number: 110-5463

Driller: All State Drilling

R O

C K

.G

P J

C P

T V

2.

1.

G D

T

/7 /1

3.5 feet

Topsoil - 4 inches

FILL

Sampled as silty SAND (SM) loose, brown to grey, fine to coarse, with crushed stone and concrete Weathered Rock Sampled as silty, weathered SHALE, very dense, grey, with some rock fragments and trace to little sand Boring terminated at 3.5 feet.

2-2-7-8

50/2"

Ground Water

Elevation Sampler Data m m

Environmental, Groundwater, Hazardous Materials, Geotechnical & Industrial Engineering Consultants

Depth

TEST BORING RECORD

GeoEnvironmental Resources, Inc.

Elevation (ft.): 32.0

Material DescriptionLith-ology 100

Date Drilled: 12/8/2010

Drill Method: 4-1/4" H.S.A.Depth (ft.): 3.5 ft

Boring No.

Sheet No. 1 of 1

Client: AECOM ft

GB-4

GeoEnvironmental Resources, Inc. 2712 Southern Boulevard, Suite 101 Virginia Beach, VA 23452 757-463-3200 germail@geronline.com

Penetration Resistance (blows/foot) Uncorrected

Project: Pringle/Mahan Hall Renovation

Location: NAVSTA Newport, NWC, Newport, RI

GER Project Number: 110-5463

Driller: All State Drilling

R O

C K

.G

P J

C P

T V

2.

1.

G D

T

/7 /1

Soils in the spoon sample were saturated

Auger refusal at

12.5 feet

Pavement Asphalt - 3.5 inches, no crushed stone

FILL

Sampled as slightly silty and silty SAND (SP-SM, SM) dense to firm, brown to grey, fine to coarse, with crushed stone and concrete

FILL

Sampled as silty, clayey SAND (SM, SC-SM) loose to firm, brown, fine to medium, with trace rock fragments

Weathered Rock Sampled as silty, weathered SHALE, very dense, grey, with some rock fragments and trace to little sand Boring terminated at 12.5 feet.

21-20-16-16

16-11-13-8

12-5-5-8

6-7-5-3

5-2-3-5

14-12-19-50/2"

Ground Water

Elevation Sampler Data m m

Environmental, Groundwater, Hazardous Materials, Geotechnical & Industrial Engineering Consultants

Depth

TEST BORING RECORD

GeoEnvironmental Resources, Inc.

Elevation (ft.): 34.0

Material DescriptionLith-ology 100

Date Drilled: 12/8/2010

Drill Method: 4-1/4" H.S.A.Depth (ft.): 12.5 ft

Boring No.

Sheet No. 1 of 1

Client: AECOM ft

GB-5

GeoEnvironmental Resources, Inc. 2712 Southern Boulevard, Suite 101 Virginia Beach, VA 23452 757-463-3200 germail@geronline.com

Penetration Resistance (blows/foot) Uncorrected

Project: Pringle/Mahan Hall Renovation

Location: NAVSTA Newport, NWC, Newport, RI

GER Project Number: 110-5463

Driller: All State Drilling

R O

C K

.G

P J

C P

T V

2.

1.

G D

T

/7 /1

5.5 feet

Pavement Asphalt 3.5 inches, no crushed stone

FILL

Sampled as slightly silty SAND (SP-SM), firm, black to grey, fine to coarse, with little gravel and little rock fragments Weathered Rock Sampled as silty, weathered SHALE, very dense, grey, with some rock fragments and trace to little sand

Boring terminated at 5.5 feet.

21-6-9-7

45-50/4"

50/3"

Ground Water

Elevation Sampler Data m m

Environmental, Groundwater, Hazardous Materials, Geotechnical & Industrial Engineering Consultants

Depth

TEST BORING RECORD

GeoEnvironmental Resources, Inc.

Elevation (ft.): 33.0

Material DescriptionLith-ology 100

Date Drilled: 12/7/2010

Drill Method: 4-1/4" H.S.A.Depth (ft.): 5.5 ft

Boring No.

Sheet No. 1 of 1

Client: AECOM ft

GB-6

GeoEnvironmental Resources, Inc. 2712 Southern Boulevard, Suite 101 Virginia Beach, VA 23452 757-463-3200 germail@geronline.com

Penetration Resistance (blows/foot) Uncorrected

Project: Pringle/Mahan Hall Renovation

Location: NAVSTA Newport, NWC, Newport, RI

GER Project Number: 110-5463

Driller: All State Drilling

R O

C K

.G

P J

C P

T V

2.

1.

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Soils in the spoon sample were saturated

Auger Refusal at 11 feet

Pavement Asphalt - 3.5 inches, no crushed stone

FILL

Sampled as slightly silty and silty SAND (SP-SM, SM) firm, brown to grey, fine to coarse, with crushed stone and concrete

FILL

Sampled as silty SAND (SM) loose, brown, fine to medium, with trace rock fragments

Weathered Rock Sampled as silty, weathered SHALE, very dense, grey, with some rock fragments and trace to little sand

Boring terminated at 11 feet.

14-10-10-10

6-4-5-7

4-3-2-3

3-2-2-3

5-6-50/5"

50/1"

Ground Water

Elevation Sampler Data m m

Environmental, Groundwater, Hazardous Materials, Geotechnical & Industrial Engineering Consultants

Depth

TEST BORING RECORD

GeoEnvironmental Resources, Inc.

Elevation (ft.): 31.0

Material DescriptionLith-ology 100

Date Drilled: 12/8/2010

Drill Method: 4-1/4" H.S.A.Depth (ft.): 11.0 ft

Boring No.

Sheet No. 1 of 1

Client: AECOM ft

GB-7

GeoEnvironmental Resources, Inc. 2712 Southern Boulevard, Suite 101 Virginia Beach, VA 23452 757-463-3200 germail@geronline.com

Penetration Resistance (blows/foot) Uncorrected

Project: Pringle/Mahan Hall Renovation

Location: NAVSTA Newport, NWC, Newport, RI

GER Project Number: 110-5463

Driller: All State Drilling

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SECTION 01 33 29 Page 22SECTION 01 45 35 - SPECIAL INSPECTIONS SCHEDULE Soil Boring Logs

REFER TO SOLI CI TATI ON PACKAGE FOR SPECI FI CATI ON SECTI ON

DOCUMENT 00 22 13.00 20

SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

02/14

PART 1 GENERAL

1.1 GENERAL BID NOTES

Contractors are to refer to Solicitation Package for Specification Section 00 22 13.00 20.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Document --

DOCUMENT 00 22 13.00 20 Page 1

DOCUMENT 00 22 13.00 20 Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

This specification Section identifies Contractor sustainability requirements and procedures necessary to meet federally mandated High Performance and Sustainable Building (HPSB) goals and Guiding Principles (GP) Third Party Certification. Certification requirements include meeting UFC 1-200-02 requirements and all requirements of specification Section 01

33 29 - SUSTAINABILITY REPORTING.

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The Mahan Hall Project includes reconfiguration and expansion of an existing entrance connection from the Deweldon Walkway to Mahan Hall to provide a new accessible ramp and entrance. Project Work includes:

1. New construction of an "in-ground" hydraulic elevator and elevator lobby within the existing 1960s addition and a new uni-sex accessible toilet room and janitor's closet to serve the First Floor level.

2. Roof replacement at two existing low-slope roof locations, installation of a new slate roof at new elevator roof, including installation of new gutters and downspouts.

3. Historic wood window replacement and repairs, installation of new storm windows, and granite stone masonry repairs, repointing and cleaning.

4. Replacement of existing historic wood doors with new custom fabricated fire-rated wood doors to match existing styles and profiles. Repair and restoration of existing plaster, restoration and repair of existing scagliola plaster finish at columns and fireplace surround.

5. Repair and restoration of existing terrazzo floor finishes. Repair and restoration of existing wood floor finishes.

6. Installation of new fire-rated partitions to provide rated egress access corridors and exits.

Additional Work, inclusive of the above are:

SECTION 01 11 00 Page 1

a. The Hazardous materials abatement of Asbestos and lead containing building materials at all locations impacted by new work.

b. Replacement of existing toilet room and service fixtures, including existing above ground galvanized drain, waste, and vent piping with cast iron piping.

c. Updates to existing HVAC, telecommunications, and electrical systems as well as life safety improvements such as sprinkler systems, fire alarms, and smoke detectors.

d. Improvements to existing site storm drainage systems.

1.2.2 Location

The work is located at the B-3 Mahan Hall NWC, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications must be posted in a prominent locations adjacent to access points of the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

Contractor must provide a Building Egress Plan identifying specific Contractor Work areas to the Contracting Officer and NWC and receive approval before Work can begin.

EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contractor to contact local utility locating service, of his own accord, to mark utilities. All Plan/Utility outages require a minimum of 15 calendar days review prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday.

Verify existing utility locations indicated on contract drawings, within area of work.

SECTION 01 11 00 Page 2

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.5 GOVERNMENT-INSTALLED WORK

Contractor to review Government (GFGI) Work requirements specific to General Contract requirements at time contract Award. GFGI items anticipated to include, but not limited to:

.a. Display Cases

b. AV Equipment

c. Metal Shelving Units

d. Food Service Equipment; (SECTION 11 06 40.13)

1.6 SALVAGE MATERIAL AND EQUIPMENT

Contract requires the Contractor and Contracting Officer/NWC to walk the Project Site and confirm what items are identified as items supporting the State Historic Preservation Office (SHPO) review requirements. The Contractor is to remove, retain and preserve individual these items.

Removal and handling will be consistent with the Contractor's Project Schedule, transported by the Contractor to the Contract Officer, on demand.

The following items are are representative of items requiring SHPO review and considered salvage items. Listed, although not limited to, are items to be removed, salvaged and delivered to the Contracting Officer as identified in the Contractor Construction Project Schedule and delivered to a location determined at the Pre-Construction Meeting.

a. Metal Gutter assemblies

b. Windows

c. Custom Paneling and Panel doors

d. Door and Window casings

Items identified in the Contract Documents as items to be Removed and Delivered to the Naval War College (NWC) are considered fixtures (e.g.

Stack Area Shelving) and are to be disassembled, handled, protected and delivered to the NWC.

SECTION 01 11 00 Page 3

Items identified in the Contract Documents as items to be Removed and disposed are considered Contractor salvaged materials. Refer to Section 01 74 19 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL for material handling and direction.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

This specification Section identifies Contractor sustainability requirements and procedures necessary to meet federally mandated High Performance and Sustainable Building (HPSB) goals and Guiding Principles (GP) Third Party Certification. Certification requirements include meeting UFC 1-200-02 requirements and all requirements of specification Section 01 33 29 -

SUSTAINABILITY REPORTING.

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

b. The Project Site access plan will remain in force during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

c. Permission to interrupt any utility service must be requested in writing a minimum of 7 calendar days prior to the desired date of interruption.

d. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

The following conditions apply:

(1) Transport of Demolition debris across Government Property.

(2) Conflict with Naval Station - Newport campus scheduled activities.

(3) Any interruption to utilities and building systems.

SECTION 01 14 00 Page 1

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/om/dbids.html . No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

1.3.1.2.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/om/dbids.html . Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

b. Present valid identification, such as a passport or Real ID Act-compliant state…