ATTACHMENT E_P720 SPECS.pdf

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P720 EDI: Missile Magazines, Naval Station Rota, Spain
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N6247025R9003
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Text version

WORK ORDER NO.

At the

PREPARED BY:

Architectural: Mechanical:

Civil: Electrical:

Structural:

APPROVED BY:

Specifications:

For Commander, NAVFAC:

Date:

Submitted By: Date:

UNCLASSIFIED/FOR OFFICIAL USE ONLY

Help Note All fields can be edited. If you have trouble selecting a field, either use the tab key or click "highlight fields" in Acrobat 7. Fields that are not needed can be selected and deleted. Tool tips with "additional field" can be deleted or changed. The contract number can also be deleted or changed.

P720 EDI: Missile Magazines 1667499

PROJECT TABLE OF CONTENTS

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

00 01 15 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00 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 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 20 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 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 20 TOTAL BUILDING COMMISSIONING

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

02 41 00 DEMOLITION

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

DI VI SI ON 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 30 00.02 CAST-IN-PLACE CONCRETE MAGAZINES

DI VI SI ON 04 - MASONRY

04 20 00 UNIT MASONRY

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 12 00.02 STRUCTURAL STEEL MAGAZINES

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

PROJECT TABLE OF CONTENTS Page 1

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

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

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

07 11 13 BITUMINOUS DAMPPROOFING

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 42 13 METAL WALL PANELS

07 42 33 CORRUGATED POLYCARBONATE WALL PANELS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 81 00 INTUMESCENT PAINT

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

08 39 55.00 20 NAVY STANDARD EARTH-COVERED MAGAZINE DOORS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL AND DOOR LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 67 23.14 CHEMICAL RESISTANT RESINOUS FLOORING

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 22 13 WIRE MESH PARTITIONS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 LOCKERS

DI VI SI ON 12 - FURNI SHI NGS

12 00 01.00 20 FURNITURE, FIXTURES AND EQUIPMENT (FF&E) PACKAGE

12 21 00 WINDOW BLINDS

PROJECT TABLE OF CONTENTS Page 2

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 48 73 SEISMIC CONTROL FOR MISCELLANEOUS EQUIPMENT

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

22 00 00.01 PLUMBING, GENERAL PURPOSE RECYCLING

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.19 SEISMIC BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 20 COMMISSIONING OF MECHANICAL AND PLUMBING SYSTEMS

23 09 53.00 20 SPACE TEMPERATURE CONTROL SYSTEMS

23 30 00 HVAC AIR DISTRIBUTION

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 83 00.00 20 ELECTRIC SPACE HEATING EQUIPMENT

DI VI SI ON 26 - ELECTRI CAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 08 00.01 APPARATUS INSPECTION AND TESTING RECYCLING

26 12 19.10 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS

26 13 00 SF6/HIGH-FIREPOINT FLUIDS INSULATED PAD-MOUNTED SWITCHGEAR

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 20 00.01 INTERIOR DISTRIBUTION SYSTEM RECYCLING

26 27 14.00 20 ELECTRICITY METERING

26 35 43.01 SOLID STATE FREQUENCY CONVERTER RECYCLING

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 51 00.01 INTERIOR LIGHTING RECYCLING

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 10 00.01 BUILDING TELECOMMUNICATIONS CABLING SYSTEM RECYCLING

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 70 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 32 19.16 GEOTEXTILE SOIL STABILIZATION

PROJECT TABLE OF CONTENTS Page 3

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSE

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY FENCES (CHAIN LINK) AND GATES

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORMWATER UTILITIES

33 46 13 FOUNDATION DRAINAGE

33 61 14.01 EXTERIOR BURIED PREINSULATED WATER PIPING RECYCLING

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/ 11, CHG 1: 08/ 14

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:

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX - 1

G-003 DRAWING INDEX - 2

G-004 DRAWING INDEX - 3

G201A AIR BARRIER SYSTEM KEY PLAN - AROS

G202A AIR BARRIER SYSTEM BUILDING SECTIONS - AROS

G201B AIR BARRIER SYSTEM BUILDING SECTIONS - RECYCLING CENTER

HAZARDOUS MATERIALS

H-001 HAZARDOUS MATERIALS GENERAL NOTES AND SUMMARY TABLE

H-002 HAZARDOUS MATERIALS NOTES

H-003 GENERAL QUANTITIES

HD101 EXTERIOR AREAS - HAZARDOUS MATERIALS LOCATION

HD101A BUILDING #2203A - HAZARDOUS MATERIALS LOCATION

HD101B BUILDING #2203B - HAZARDOUS MATERIALS LOCATION

HD101C BUILDING #2203C - HAZARDOUS MATERIALS LOCATION

HD101D BUILDING #2203D - HAZARDOUS MATERIALS LOCATION

HD101E BUILDING #2203E - HAZARDOUS MATERIALS LOCATION

DEMOLITION

AD001 LEGEND, INDEX OF DRAWINGS, SYMBOLS AND GENERAL NOTES

CD111 DEMOLITION PLAN OF EXTERIOR ITEMS TIED TO THE BUILDING

CD112 DEMOLITION PLAN OF EXTERIOR ITEMS TIED TO THE BUILDING

CD501 SITE DEMOLITION PLAN PICTURES

AD001A BUILDING #2203A - NOTES

AD101A BUILDING #2203A - DEMOLITION PLAN. PICTURES

AD102A BUILDING #2203A - DEMOLITION PLAN. PICTURES

AD001B BUILDING #2203B - NOTES

AD101B BUILDING #2203B - DEMOLITION PLAN. PICTURES

AD102B BUILDING #2203B - DEMOLITION PLAN. PICTURES

AD001C BUILDING #2203C - NOTES

AD101C BUILDING #2203C - DEMOLITION PLAN. PICTURES

AD102C BUILDING #2203C - DEMOLITION PLAN. PICTURES

AD001D BUILDING #2203D - NOTES

AD101D BUILDING #2203D - DEMOLITION PLAN. PICTURES

AD102D BUILDING #2203D - DEMOLITION PLAN. PICTURES

AD001E BUILDING #2203E - NOTES

AD101E BUILDING #2203E - DEMOLITION PLAN. PICTURES

AD102E BUILDING #2203E - DEMOLITION PLAN. PICTURES

GEOTECHNICAL

B-101 GEOTECHNICAL EXPLORATION LOCATION PLAN - MAGAZINES

B-102 GEOTECHNICAL EXPLORATION LOCATION PLAN - AROS

B-103 GEOTECHNICAL EXPLORATION LOCATION PLAN - RECYCLING

DOCUMENT 00 01 15 Page 1

B-601 BORING LOGS - MAGAZINES

B-602 BORING LOGS - MAGAZINES

B-603 BORING LOGS - MAGAZINES

B-604 BORING LOGS - MAGAZINES/AROS

B-605 BORING LOGS - AROS

B-606 BORING LOGS - RECYCLING

B-607 BORING LOGS - RECYCLING

CIVIL

C-001 LEGEND, ABBREVIATIONS AND NOTES

C-002 BASE MAP AND HAUL ROUTE

C-003 KEY MAP AND STATION BENCHMARKS

CD101 EXISTING CONDITIONS AND DEMOLITION PLAN

CD102 EXISTING CONDITIONS AND DEMOLITION PLAN

CD103 EXISTING CONDITIONS AND DEMOLITION PLAN

CD104 EXISTING CONDITIONS AND DEMOLITION PLAN

CD105 EXISTING CONDITIONS AND DEMOLITION PLAN

CD106 EXISTING CONDITIONS AND DEMOLITION PLAN

CD107 EXISTING CONDITIONS AND DEMOLITION PLAN

CD108 EXISTING CONDITIONS AND DEMOLITION PLAN

CD109 EXISTING CONDITIONS AND DEMOLITION PLAN

CD110 EXISTING CONDITIONS AND DEMOLITION PLAN

CD111 EXISTING CONDITIONS AND DEMOLITION PLAN

CD112 EXISTING CONDITIONS AND DEMOLITION PLAN

CS101 SITE PLAN - MAGAZINES

CS102 SITE PLAN - MAGAZINES

CS103 SITE PLAN - MAGAZINES

CS104 SITE PLAN - MAGAZINES

CS107 SITE PLAN - AROS

CS109 SITE PLAN - RECYCLING CENTER

CS110 SITE PLAN - RECYCLING CENTER

CG101 GRADING PLAN - MAGAZINES

CG102 GRADING PLAN - MAGAZINES

CG103 GRADING PLAN - MAGAZINES

CG104 GRADING PLAN - MAGAZINES

CG105 GRADING PLAN - MAGAZINES

CG106 GRADING PLAN - MAGAZINES

CG107 GRADING PLAN - AROS

CG108 GRADING PLAN - AROS

CG109 GRADING PLAN - RECYCLING CENTER

CG110 GRADING PLAN - RECYCLING CENTER

CG201 ROAD PROFILE PLAN

CG202 ROAD PROFILE PLAN

CU107 UTILITY PLAN - AROS

CU109 UTILITY PLAN - RECYCLING CENTER

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

C-504 CONSTRUCTION DETAILS

C-505 CONSTRUCTION DETAILS

C-506 CONSTRUCTION DETAILS

C-507 CONSTRUCTION DETAILS

C-508 CONSTRUCTION DETAILS

C-509 CONSTRUCTION DETAILS

C-510 CONSTRUCTION DETAILS

C-511 CONSTRUCTION DETAILS

C-512 CONSTRUCTION DETAILS

LANDSCAPE ARCHITECTURE

L-001 LANDSCAPE KEY MAP

L-101 LANDSCAPE PLAN -MAGAZINE SITE

DOCUMENT 00 01 15 Page 2

L-102 LANDSCAPE PLAN -MAGAZINE SITE

L-103 LANDSCAPE PLAN -MAGAZINE SITE

L-104 LANDSCAPE PLAN -MAGAZINE SITE

L-105 LANDSCAPE PLAN -MAGAZINE SITE

L-106 LANDSCAPE PLAN -MAGAZINE SITE

L-107 LANDSCAPE PLAN - AROS SITE

L-108 LANDSCAPE PLAN - AROS SITE

L-109 LANDSCAPE PLAN - RECYCLING CENTER SITE

L-110 LANDSCAPE PLAN - RECYCLING CENTER SITE

L-111 LANDSCAPE PLAN - EXISTING RECYCLING CENTER SITE

L-112 LANDSCAPE PLAN - EXISTING RECYCLING CENTER SITE

L-501 PLANT MATERIAL SCHEDULE AND PLANTING DETAILS

L-502 LANDSCAPE DETAILS

ELECTRICAL

ES001 ELECTRICAL SITE LEGEND AND ABBREVIATIONS

ES002 OVERALL ELECTRICAL SITE PLAN

ES101 PARTIAL ELECTRICAL SITE PLAN

ES102 PARTIAL ELECTRICAL SITE PLAN

ES103 PARTIAL ELECTRICAL SITE PLAN

ES104 PARTIAL ELECTRICAL SITE PLAN

ES105 PARTIAL ELECTRICAL SITE PLAN

ES106 PARTIAL ELECTRICAL SITE PLAN

ES107 PARTIAL ELECTRICAL SITE PLAN

ES108 PARTIAL ELECTRICAL SITE PLAN

ES109 PARTIAL ELECTRICAL SITE PLAN

ES110 PARTIAL ELECTRICAL SITE PLAN

ES111 PARTIAL ELECTRICAL SITE PLAN

ES112 PARTIAL ELECTRICAL SITE PLAN

ES113 PARTIAL ELECTRICAL SITE PLAN

ES114 PARTIAL ELECTRICAL SITE PLAN

ES115 PARTIAL ELECTRICAL SITE PLAN

ES501 ELECTRICAL SITE DETAILS

ES502 ELECTRICAL SITE DETAILS

ES503 ELECTRICAL SITE DETAILS

ES504 ELECTRICAL SITE DETAILS

ES505 ELECTRICAL SITE DETAILS

ES506 ELECTRICAL SITE DETAILS

ES507 ELECTRICAL SITE DETAILS

ES601 TELECOM OSP ONE-LINE AND SITE SCHEDULES

MAGAZINES

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S001T GENERAL STRUCTURAL NOTES (TRANSLATION)

S-002 GENERAL STRUCTURAL NOTES

S002T GENERAL STRUCTURAL NOTES (TRANSLATION)

S-003 GENERAL STRUCTURAL NOTES

S-004 TYPICAL CONCRETE DETAILS

S-005 TYPICAL CONCRETE DETAILS

S-101 FOUNDATION

S-102 FLOOR SLAB REINFORCING PLAN

S-103 ROOF FRAMING PLAN

S-104 ROOF SLAB REINFORCING PLAN

S104T ROOF SLAB REINFORCING PLAN (TRANSLATION)

S-105 DRAINAGE AND VENTILATION PLAN

S-201 FRAMING ELEVATIONS

S-202 FRAMING ELEVATIONS

S-203 FRAMING ELEVATIONS

S-204 FRAMING ELEVATIONS

DOCUMENT 00 01 15 Page 3

S-205 FRONT WALL PARTIAL ELEVATION AND DETAILS

S-301 WALL SECTIONS

S-302 WALL SECTIONS

S-303 WALL SECTIONS

S-304 WALL SECTIONS

S-305 WALL SECTIONS

S-401 ENLARGED PLANS

S-402 ENLARGED PLANS

S-403 ENLARGED PLANS

S-501 PILASTER REINFORCEMENT DEETAILS

S-502 PILASTER REINFORCEMENT DEETAILS

S-503 BOUNDARY ELEMENT REINFORCEMENT DETAILS

S-504 DOOR TRENCH AND COVER DETAILS

S-505 DOOR TRENCH AND COVER DETAILS

S-506 DOOR STOP PLOW AND TRENCH COVER ROLLER DETAILS

S-507 CANOPY AND RAIL SUPPORT DETAILS

S-508 CANOPY AND RAIL SUPPORT DETAILS

S-509 SECURITY PILASTER DETAILS

S-510 SECURITY PILASTER DETAILS

S-701 DOOR NOTES AND SCHEDULES

S-702 DOOR ELEVATIONS

S-703 DOOR PLATE ELEVATIONS

S-704 DOOR DETAILS

S-705 DOOR DETAILS

S-706 DOOR DETAILS

S-707 AIR INTAKE SECTIONS AND DETAILS

S-708 VENTILATOR DETAILS SECTIONS AND ELEVATIONS

S-709 DRAINAGE ISOMETRIC

ELECTRICAL

E-001 ELECTRICAL SYMBOLS & LEGEND

E-002 ELECTRICAL SYMBOLS & LEGEND

EG101 ELECTRICAL GROUNDING PLAN

EG102 ELECTRICAL GROUNDING PLAN

EG201 ELECTRICAL GROUNDING PLAN ELEVATIONS

EG202 ELECTRICAL LIGHTNING ZONE PROTECTION ELEVATION

E-101 ELECTRICAL FLOOR PLAN

E-102 ELECTRICAL FLOOR PLAN

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-505 ELECTRICAL DETAILS

E-506 ELECTRICAL DETAILS

E-507 ELECTRICAL DETAILS

E-508 ELECTRICAL DETAILS

E-509 ELECTRICAL DETAILS

E-510 ELECTRICAL DETAILS

E-511 ELECTRICAL DETAILS

E-512 ELECTRICAL DETAILS

E-601 ELECTRICAL ONE-LINE

E-602 ELECTRICAL SCHEDULES

E-603 ELECTRICAL SCHEDULES

T-101 TELECOMMUNICATION FLOOR PLAN

T-501 TELECOMMUNICATION DETAILS

T-601 TELECOMMUNICATION AND SECURITY RISER

AROS

GENERAL

G001A BUILDING AND LIFE SAFETY CODE SUMMARY - AROS

DOCUMENT 00 01 15 Page 4

G002A BUILDING AND LIFE SAFETY HN CODE SUMMARY - AROS

G101A BUILDING CODE SITE PLAN - AROS

G102A LIFE SAFETY CODE PLAN - AROS

G103A STRUCTURAL STEEL FIRE PROTECTION PLAN - AROS

G301A STRUCTURAL FIRE PROTECTION ROOF SECTION - AROS

STRUCTURAL

S001A GENERAL NOTES (ENGLISH) - AROS

S002A GENERAL NOTES (SPANISH) - AROS

S003A ABBREVIATIONS - AROS

S101A FOUNDATION PLAN - AROS

S102A HIGH & LOW ROOF FRAMING PLAN - AROS

S103A BRIDGE CRANE PLAN - AROS

S301A FOUNDATION SECTIONS - AROS

S302A FRAMING SECTIONS - AROS

S303A BUILDING SECTION - AROS

S304A LOW ROOF FRAMING SECTIONS - AROS

S401A BRACED BAY DETAILS - AROS

S501A TYPICAL DETAILS - AROS

S502A TYPICAL DETAILS - AROS

S503A TYPICAL DETAILS - AROS

S504A TYPICAL DETAILS - AROS

S505A TYPICAL COLD FORMED STEEL DETAILS - AROS

S506A TYPICAL DETAILS - AROS

S507A TYPICAL DETAILS - AROS

ARCHITECTURAL

A001A GENERAL NOTES, LEGENDS AND ABBREVIATIONS - AROS

A101A WORK KEYNOTES PLANS - AROS

A105A FLOOR PLAN - AROS

A106A REFLECTED CEILING PLAN - AROS

A107A ROOF PLAN - AROS

A201A WORK KEYNOTES ELEVATIONS - AROS

A205A ELEVATIONS - AROS

A206A ELEVATIONS - AROS

A301A WORK KEYNOTES SECTIONS - AROS

A305A BUILDING SECTIONS - AROS

A306A WALL SECTIONS - AROS

A307A WALL SECTIONS - AROS

A401A WORK KEYNOTES ENLARGED PLANS AND INTERIOR ELEVATIONS - AROS

A405A ENLARGED PLAN INTERIOR ELEVATIONS AND TOILET ACCESSORIES SCHEDULE

- AROS

A501A WORK KEYNOTES EXTERIOR DETAILS - AROS

A502A WORK KEYNOTES CEILING DETAILS - AROS

A505A EXTERIOR DETAILS - AROS

A506A EXTERIOR DETAILS - AROS

A507A EXTERIOR DETAILS - AROS

A508A CEILING DETAILS - AROS

A509A PENETRATION EIFS JOINT AND COLUMN DETAILS - AROS

A601A WORK KEYNOTE DOOR WINDOW AND LOUVER DETAILS - AROS

A602A WORK KEYNOTES ACCESS PLATFORM AND FIXED LADDER DETAILS - AROS

A605A PARTITION TYPES - AROS

A606A PARTITION TYPES - AROS

A607A DOOR AND WINDOW SCHEDULES AND TYPES - AROS

A608A DOOR DETAILS - AROS

A609A LOUVER AND WINDOW DETAILS - AROS

A610A LADDER AND COLUMN WRAP DETAILS - AROS

INTERIOR DESIGN

I101A INTERIOR FINISH PLAN AND SCHEDULE-AROS

I102A FURNITURE PLAN AND SCHEDULE-AROS

I103A INTERIOR SIGNAGE PLAN AND SCHEDULE-AROS

DOCUMENT 00 01 15 Page 5

I601A FINISH LEGEND AND DETAILS-AROS

I602A INTEROIR SIGNAGE DETAILS-AROS

FIRE PROTECTION

F001A FIRE PROTECTION LEGEND AND NOTES - AROS

FA101A FIRE ALARM FLOOR PLAN - AROS

FA601A FIRE ALARM RISER DIAGRAM AND MATRIX - AROS

FX101A FIRE SUPPRESSION FLOOR PLAN - AROS

PLUMBING

P001A LEGENDS, ABBREVIATIONS, AND NOTES - AROS

P101A DOMESTIC WATER FLOOR PLAN - AROS

P102A SANITARY FLOOR PLAN - AROS

P103A COMPRESSED AIR FLOOR PLAN - AROS

P401A ENLARGED PLUMBING FLOOR PLAN - AROS

P501A PLUMBING DETAILS - AROS

P502A PLUMBING DETAILS - AROS

P601A PLUMBING SCHEDULES - AROS

P701A PIPING DIAGRAMS - AROS

MECHANICAL

M001A LEGENDS, ABBREVIATIONS, AND NOTES - AROS

M101A MECHANICAL FLOOR PLAN - AROS

M401A ENLARGED MECHANICAL FLOOR PLAN - AROS

M501A MECHANICAL DETAILS - AROS

M502A MECHANICAL DETAILS - AROS

M503A MECHANICAL DETAILS - AROS

M504A MECHANICAL DETAILS - AROS

M505A MECHANICAL DETAILS - AROS

M601A MECHANICAL SCHEDULES - AROS

M602A MECHANICAL SCHEDULES - AROS

M701A MECHANICAL CONTROLS - AROS

M702A MECHANICAL CONTROLS - AROS

ELECTRICAL

E-001A ELECTRICAL LEGEND - AROS

E-002A ELECTRICAL ABBREVIATIONS AND GENERAL NOTES - AROS

E-101A ELECTRICAL LIGHTING PLAN - AROS

E-102A ELECTRICAL POWER PLAN - AROS

E-103A ELECTRICAL HVAC POWER PLAN - AROS

E-104A ELECTRICAL GROUNDING PLAN - AROS

E-401A ENLARGED ELECTRICAL HVAC POWER PLAN - AROS

E-501A LIGHTING DETAILS - AROS

E-502A LIGHTING DETAILS - AROS

E-503A GROUNDING DETAILS - AROS

E-504A GROUNDING DETAILS - AROS

E-505A GROUNDING DETAILS - AROS

E-601A ELECTRICAL ONE-LINE DIAGRAM - AROS

E-602A GROUNDING DIAGRAM - AROS

E-603A PANELBOARD SCHEDULES - AROS

E-604A LIGHTING SCHEDULE - AROS

T-101A ELECTRICAL TELECOM & SECURITY PLAN - AROS

T-601A TELECOM & SECURITY RISER DIAGRAMS - AROS

RECYCLING CENTER

GENERAL

G001B BUILDING AND LIFE SAFETY CODE SUMMARY - RECYCLING CENTER

G002B BLDG. & LIFE SAFETY HN CODE SUMMARY - RECYCLING CENTER

G101B BUILDING CODE SITE PLAN - RECYCLING CENTER

G102B LIFE SAFETY FLOOR PLAN - RECYCLING CENTER

G103B STRUCTURAL STEEL FIRE PROTECTION PLAN - RECYCLING CENTER

G301B STRUCTURAL FIRE PROTECTION ROOF SECTION - RECYCLING CENTER

STRUCTURAL

DOCUMENT 00 01 15 Page 6

S001B GENERAL NOTES (ENGLISH) - RECYCLING CENTER

S002B GENERAL NOTES (SPANISH) - RECYCLING CENTER

S003B ABBREVIATIONS - RECYCLING CENTER

S101B FOUNDATION AND FRAMING PLAN - RECYCLING CENTER

S102B FOUNDATION AND FRAMING PLAN - RECYCLING CENTER

S103B FOUNDATION AND FRAMING PLAN - RECYCLING CENTER

S301B FOUNDATION SECTIONS - RECYCLING CENTER

S302B FRAMING SECTIONS - RECYCLING CENTER

S303B FRAMING SECTIONS - RECYCLING CENTER

S501B TYPICAL DETAILS - RECYCLING CENTER

S502B TYPICAL DETAILS - RECYCLING CENTER

S503B TYPICAL DETAILS - RECYCLING CENTER

ARCHITECTURAL

A001B GENERAL NOTES LEGENDS AND ABBREVIATIONS - RECYCLING CENTER

A101B WORK KEYNOTES - PLANS - RECYCLING CENTER

A105B OVERALL FLOOR PLAN - RECYCLING CENTER

A106B FLOOR PLAN - MATERIAL STORAGE BUILDING - RECYCLING CENTER

A107B FLOOR PLAN - MATERIAL SORTING BUILDING - RECYCLING CENTER

A108B FLOOR PLAN - OFFICE BUILDING - RECYCLING CENTER

A109B REFLECTED CEILING PLAN - RECYCLING CENTER

A110B ROOF PLAN - RECYCLING CENTER

A201B WORK KEYNOTES - ELEVATIONS - RECYCLING CENTER

A205B EXTERIOR ELEVATIONS - MATERIAL STORAGE BUILDING - RECYCLING CENTER

A206B EXTERIOR ELEVATIONS - MATERIAL SORTING BUILDING - RECYCLING CENTER

A207B EXTERIOR ELEVATIONS - OFFICE BUILDING - RECYCLING CENTER

A301B WORK KEYNOTES - WALL SECTIONS - RECYCLING CENTER

A305B BUILDING SECTIONS - MATERIAL STORAGE BLDG. - RECYCLING CENTER

A306B BUILDING SECTIONS - MATERIAL SORTING BLDG. - RECYCLING CENTER

A307B BUILDING SECTIONS - OFFICE BLDG. - RECYCLING CENTER

A308B WALL SECTIONS - RECYCLING CENTER

A309B WALL SECTIONS - RECYCLING CENTER

A401B KEYNOTES ENLARGED PLAN & INTERIOR ELEVATIONS - OFFICE BUILDING -

RECYCLING CENTER

A405B ENLARGED FLOOR PLANS AND TOILET ACCESSORIES SCHEDULE - RECYCLING

CENTER

A406B INTERIOR ELEVATIONS - OFFICE BUILDING - RECYCLING CENTER

A407B SECTIONS AT CASEWORK - OFFICE BUILDING - RECYCLING CENTER

A501B WORK KEYNOTES EXTERIOR DETAILS - RECYCLING CENTER

A505B EXTERIOR DETAILS - STOR/SORT BUILDING - RECYCLING CENTER

A506B EXTERIOR DETAILS - OFFICE BUILDING - RECYLCING CENTER

A507B TRENCH DRAIN - RECYCLING CENTER

A601B KEYNOTES: DOOR, WINDOW, AND LOUVER DETAILS - RECYCLING CENTER

A605B PARTITION TYPES - OFFICE BUILDING - RECYCLING CENTER

A606B DOORS, WINDOW, AND LOUVER SCHEDULES AND TYPES - RECYCLING CENTER

A607B DOORS, WINDOW, AND LOUVER DETAILS - RECYCLING CENTER

INTERIOR DESIGN

I101B INTERIOR FINISH PLAN-RECYCLING CENTER OFFICE

I102B FURNITURE PLAN-RECYCLING CENTER OFFICE

I103B INTERIOR SIGNAGE PLAN AND SCHEDULE-RECYCLING CENTER

I601B FINISH LEGEND-RECYCLING CENTER OFFICE

I602B INTERIOR SIGNAGE DETAILS-RECYCLING CENTER OFFICE

FIRE PROTECTION

F001B FIRE PROTECTION LEGEND - RECYCLING CENTER

FX101B FIRE SUPPRESSION FLOOR PLAN - RECYCLING CENTER

PLUMBING

P001B LEGENDS, ABBREVIATIONS, AND NOTES - RECYCLING CENTER

P101B OVERALL PLUMBING FLOOR PLAN - RECYCLING CENTER

P401B ENLARGED PLUMBING FLOOR PLAN - RECYCLING CENTER

P501B PLUMBING DETAILS - RECYCLING CENTER

DOCUMENT 00 01 15 Page 7

P502B PLUMBING DETAILS - RECYCLING CENTER

P601B PLUMBING SCHEDULES- RECYCLING CENTER

P602B PLUMBING SCHEDULES- RECYCLING CENTER

P701B DOMESTIC WATER PIPING DIAGRAMS - RECYCLING CENTER

P702B SANITARY AND VENT PIPING DIAGRAM - RECYCLING CENTER

MECHANICAL

M001B LEGENDS, ABBREVIATIONS, AND NOTES - RECYCLING CENTER

M101B MECHANICAL FLOOR PLAN - RECYCLING CENTER

M501B MECHANICAL DETAILS - RECYCLING CENTER

M502B MECHANICAL DETAILS - RECYCLING CENTER

M503B MECHANICAL DETAILS - RECYCLING CENTER

M504B MECHANICAL DETAILS - RECYCLING CENTER

M601B MECHANICAL SCHEDULES - RECYCLING CENTER

M701B MECHANICAL CONTROLS - RECYCLING CENTER

ELECTRICAL

E-001B ELECTRICAL LEGEND - RECYCLING CENTER

E-101B ELECTRICAL LIGHTING PLAN - RECYCLING CENTER

E-102B ELECTRICAL POWER PLAN - RECYCLING CENTER

E-103B ELECTRICAL HVAC POWER PLAN - RECYCLING CENTER

E-501B LIGHTING DETAILS - RECYCLING CENTER

E-502B LIGHTING DETAILS - RECYCLING CENTER

E-601B ELECTRICAL ONE-LINE DIAGRAMS - RECYCLING CENTER

E-602B ELECTRICAL PANELBOARD SCHEDULES - RECYCLING CENTER

E-603B ELECTRICAL LIGHTING SCHEDULES - RECYCLING CENTER

T-101B ELECTRICAL TELECOM PLAN - RECYCLING CENTER

FORKLIFT CHARGING STATION

STRUCTURAL

S001C GENERAL NOTES (ENGLISH) - FORKLIFT CHARGING

S002C GENERAL NOTES (SPANISH) - FORKLIFT CHARGING

S003C ABBREVIATIONS - FORKLIFT CHARGING

S101C FOUNDATION AND FRAMING PLAN - FORKLIFT CHARGING

S501C STRUCTURAL DETAILS - FORKLIFT CHARGING

S502C TYPICAL DETAILS - FORKLIFT CHARGING

ARCHITECTURAL

A001C GENERAL NOTES LEGENDS & ABBREVIATIONS - FORKLIFT CHARGING

A101C WORK KEYNOTES - PLANS - FORKLIFT CHARGING

A105C FLOOR PLAN & ROOF PLAN - FORKLIFT CHARGING

A106C REFLECTED CEILING PLAN - FORKLIFT CHARGING

A201C WORK KEYNOTES - ELEVATIONS - FORKLIFT CHARGING

A205C EXTERIOR ELEVATIONS - FORKLIFT CHARGING

A301C WORK KEYNOTES - BUILDING SECTIONS - FORKLIFT CHARGING

A305C BUILDING SECTIONS - FORKLIFT CHARGING

A306C WALL SECTIONS - FORKLIFT CHARGING

A501C WORK KEYNOTES - EXTERIOR DETAILS - FORKLIFT CHARGING

A505C EXTERIOR DETAILS - FORKLIFT CHARGING

A506C LOUVER DETAILS - FORKLIFT CHARGING

ELECTRICAL

E-001C ELECTRICAL LEGEND - FORKLIFT CHARGING

E-002C ELECTRICAL ABBREVIATIONS - FORKLIFT CHARGING

E-101C ELECTRICAL POWER & LIGHTING PLAN - FORKLIFT CHARGING

E-501C ELECTRICAL DETAILS - FORKLIFT CHARGING

E-502C GROUNDING DETAILS - FORKLIFT CHARGING

E-601C POWER RISER & GROUNDING DIAGRAMS - FORKLIFT CHARGING

E-602C ELECTRICAL PANELBOARD SCHEDULES - FORKLIFT CHARGING

DOCUMENT 00 01 15 Page 8

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DOCUMENT 00 01 15 Page 9

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DOCUMENT 00 01 15 Page 10

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work will construct four (4) Box H Earth Covered Magazines, a Forklift charging station, an Ammunition Rework and Overhaul Shop (AROS), demolish an existing Spanish-Owned Recycling center, construct a new Spanish-Owned Recycling Center at a different location, and incidental related work at Naval Station Rota. This project includes multiple buildings and building types at multiple locations. There are four different site locations.

1.2.2 Location

The work is located at the Naval Station Rota, Spain, approximately as indicated. The exact locations will be shown by the Contracting Officer.

1.3 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.

Contact local utility locating service a minimum of 45 days 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.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating

SECTION 01 11 00 Page 1

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 45 days prior to starting excavation work.

1.5 NAVY AND MARINE CORPS INTRANET(OneNet) COORDINATION REQUIREMENTS

1.5.1 OneNet Contractor Access

Allow the OneNet Contractor access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections.

Coordinate efforts with the OneNet Contractor to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the OneNet Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.

1.6 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within the boundary of the Naval Station at the location indicated by the contracting officer.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/22

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification 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

Personnel List

Utilty connection/disconnection plan; G

Construction sequencing plan; G

Telecommunications Contractor Qualifications; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Contractor must be ready for operation as approved by Contracting Officer before work is started.

b. Have materials, equipment, and personnel required to perform the work at the sites prior to the commencement of the work.

c. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

d. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

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 appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

1.3.1.1 Gate Access

Access gates are open as follows:

Salado Gate: 24 hours a day, 7 days a week.

SECTION 01 14 00 Page 1

Jerez Gate: 0700-1530, Monday through Friday. (0700-0830 inbound traffic only).

Weapons Gate: 0630-1700, Monday through Friday.

1.3.1.2 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.

1.3.1.2.1 Personnel List

Submit for approval, at least 15 days prior to the desired date of entry, an original alphabetical list of personnel who require entry into Government property to perform work on the project. Furnish for each person:

a. Name

b. Date and place of birth

c. Citizenship

d. Home address

e. Social security number

f. Current pass expiration date

g. Naturalization or Alien Registration number

h. Passport number, place of issue, and expiration date

1.3.1.3 Additional Personnel Requirements

1.3.1.3.1 Magazine Area Access

For anyone requiring access to the magazine (weapons) area, submit a list of names with passport numbers, DoD numbers, or Spanish ID numbers and timeline to the construction manager. Access requests should not be for the entire duration of the project, but for phases in shorter time periods. Contractor should plan on and expect a period of 3 to 6 months at a time.

1.3.1.4 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

Regular working hours will consist of an 8 1/2 hour period established by the Contracting Officer, between 7:30 a.m. and 5:00 p.m., Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

SECTION 01 14 00 Page 2

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.3.4 Utility Cutovers and Interruptions

a. Submit a utilty connection/disconnection plan to the contracting officer prior to construction to coordinate utility connections to the new facilities. The plan must show how utility service and fire protecton is maintained to occupied buildings throughout the duration of the construction. Provide temporary power single line diagrams and locations of panelboards. Provide telecom connection riser diagrams of temporary telecommunications systems and locations of telecommunications drops. Fully integrate the connection/disconnection plan with the construction sequencing plan.

Coordinate the utility connection/disconnection plan with the Rota UEM. No utility construction will be permitted without an approved plan nor will any deviation from the approved plan be allowed without prior written consent from the Contracting Officer.

b. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

c. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

d. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and telecommunication systems are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.Such interruptions are further limited to 8 hours. This time limit includes time for deactivation and reactivation.

e. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

f. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain.

1.3.5 Construction Sequencing

Provide a construction sequencing plan for each individual site to the contracting officer prior to construction to illustrate how construction will progress in a manner that preserves operations. This plan must be fully integrated with the utility connection/disconnection plan.

Coordinate this plan where there is overlap and dependency on activities of existing buildings and across multiple sites. (e.g. utilities, SECTION 01 14 00 Page 3 construction). At a minimum this plan should incorporate the following:

a. Establish laydown areas as directed by the construction manager.

Establish work zones to the limits indicated on drawings.

b. The new recycling center must be ready for operation as approved by the Contracting Officer before work is started on the demolition of the existing recycling center so there is no interference with normal facility operations.

1.4 SECURITY REQUIREMENTS

Security background checks are required to access the magazine area. Allow 3 months from time of submittal to access acceptance. The government is not responsible for any delays as a result of failed background checks.

1.5 NAVFAC EURAFCENT REQUIREMENTS AND RESTRICTIONS

1.5.1 Building Entrance Restrictions

Contractor personnel are restricted from entering operational buildings or areas without the specific authorization of the Contracting Officer. To perform work, where "security escorts" are required for access to a facility, coordinate with the Contracting Officer for access to such facilities.

1.5.2 Public Release of Information

There must be no public release of information or photographs concerning any aspect of the materials or services relating to this contract or other documents resulting therefrom without the prior written approval of the Contracting Officer.

The Contractor agrees to insert the substance of above paragraph in each subcontract and purchase order generated for this contract.

1.5.3 Responsibility for Physical Security

The Contractor is responsible for physical security of construction materials, supplies, and equipment of every description (including property which may be Government furnished or owned) provided or utilized in the execution of this contract.

1.5.4 Employment

Should the continued employment of any person in connection with this contract, or any subcontract thereunder, be deemed by the Contracting Officer to be prejudicial to the interests of the Government, that person must immediately be removed from the work. In this connection the Contractor agrees that:

a. Cases which may involve disciplinary action against such persons, or the necessity of reassignment or termination of their services, shall be investigated, processed, reported and disposed of, as directed by the Contracting Officer.

b. Employment contracts of all persons employed in connection with this contract, or any subcontract thereunder shall include clauses

SECTION 01 14 00 Page 4 containing the substance of this clause.

1.5.5 Compliance

Compliance with the foregoing provisions of this clause by subcontractors is the responsibility of the Contractor.

1.5.6 Cultural Resources

Cultural resources such as archaeological remains or villa remains may be uncovered during construction excavation operations on and off the Installation. If during excavations, suspected cultural remains are found, excavation operations must immediately cease and Contractor must notify the Contracting Officer who will contact the Installation Environmental office.

1.5.7 Unexploded Ordnance

The Contractor is advised that unexploded ordnance may exist in areas where excavation work is required. During the entire life of this Contract, perform both visual and electronic inspection of the work areas to prevent danger to personnel and loss of equipment from inadvertently exploding old ordnance.

During excavation work, use caution when unknown objects are encountered and thoroughly identify the object prior to removal. Upon discovery of suspected unexploded ordnance in the course of contract work, immediately clear the area and contact the Contracting Officer. Resultant exploratory and removal work may be subject to negotiations for a contract change in accordance with the Contract Clauses.

1.5.8 Telecommunications Contractor Qualifications

The telecommunications outside plant contractor must be Telefonica or a company designated and supervised by Telefonica, coordinated by the Base Communications Office (BCO), NCTAMS. The contractor must be a firm which is regularly and professionally engaged in the business of the applications, installation, and testing of the specified telecommunications systems and equipment. Coordinate with the Contracting Officer for any discrepancies between the contract requirements and Telefonica's regulations or standard practices.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 5

SECTION 01 14 00 Page 6

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/ 20, CHG 2: 08/ 21

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2021) Engineering and Design -- Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This Contract requires the use of a cost-loaded Network Analysis Schedule (NAS). Schedule of Prices must not be used with cost-loaded Network Analysis Schedule (NAS). Use Earned Value Report derived from cost-loaded NAS. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer an Earned Value Report (construction Contract) as directed by the Contracting Officer. Provide a detailed breakdown of the Contract price, giving quantities for each of the various kinds of work, unit prices and extended prices. Separate each breakdown per AROS, magazines, demolition of recycling center, construction of new redycling center, and forklift charging station. Contractor overhead and profit including salaries for field office personnel, if applicable, must be proportionately spread over all pay items and not included as individual pay items.

1.3.2 Payment Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer.

1.3.3 Schedule Requirements for HVAC TAB

The field work requirements in Section 23 05 93 TESTING, ADJUSTING, AND

SECTION 01 20 00 Page 1

BALANCING FOR HVAC must be broken down in the Earned Value Report from the cost-loaded NAS by separate line items which reflect measurable deliverables. The value for each pay item listed below will be established on a case by case basis for each Contract. The line items are as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. Submit the resulting findings to the Government to allow correction of the design. The progress payment will not be issued until the report is reviewed and approved.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report must contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data must be collected for one seasonal condition (either summer or winter depending on project timing).

d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government. The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these tests are to validate the accuracy and completeness of the previously submitted Season I report.

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. Compile this data into a report and submit to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, base equipment use rates upon the applicable provisions of the

EP 1110-1-8 .

SECTION 01 20 00 Page 2

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 must include certification by Quality Control (QC) Manager as required by the Contract.

b. The Earned Value Report from the cost-loaded NAS.

c. Contractor's Monthly Estimate for Voucher and Contractors Certification (NAVFAC Form 4330) with Subcontractor and supplier payment certification. Other documents, including but not limited to, that need to be received prior to processing payment include the following submittals as required. These items are still required monthly even when a pay voucher is not submitted.

d. Monthly Work-hour report.

e. Updated Construction Progress Schedule and tabular reports required by the contract.

f. Contractor Safety Self Evaluation Checklist.

g. Updated submittal register.

h. Solid Waste Disposal Report.

i. Certified payrolls.

j. Updated testing logs.

k. Other supporting documents as requested.

1.5.2 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

SECTION 01 20 00 Page 3

1.5.3 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this Contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR

32.103 Progress Payments Under Construction Contracts:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this Contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to maintain accurate "as-built" or record drawings in accordance with FAR 52.236.21.

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the Contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress

SECTION 01 20 00 Page 4 payment must be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic…

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