_RFP_Specifications_Volume_2of3_.pdf

P-8A AIRFIELD AND

LIGHTING REPAIRS

AT

NAS JACKSONVILLE, FL

N69450-09-D-0082

SPECIFICATIONS

(VOLUME 2 OF 3)

FINAL SUBMITTAL

FEBRUARY 28, 2014

TAMPA, FLORIDA

Work Order No.: 1174318

P-8A Airfield and Lighting Repairs

At the

NAS Jacksonville

JACKSONVILLE, FLORIDA

(Volume 2 of 3)

PREPARED BY:

URS Group, Inc.

7650 West Courtney Campbell Causeway

Tampa, Florida 33607-1462

SPECIFICATION PREPARED BY:

Architectural: Susan Nute, AIA Bldg. Electrical: Kathy Giang, PE Airfield Lighting: Dennis Combs, PE Site Electrical: Shahzad Ahmed, PE Civil: Kelli Leonard, PE Fire Protection: Jennifer Walker, PE Structural: Bill Hausheer, PE General: JJ Calamari, PE Mechanical: John Rector, PE Cost Engineer: David Cabage, CCC

Submitted By: Frederick Walker, PE Month/Date/Year:

APPROVED BY:

Specification Approver:

Engineer Director:

For Commander, NAVFAC Date:

NAS Jacksonville P-8A Airfield and Lighting Repairs 1174318

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 19 00 WATER REPELLENTS

07 21 13 BOARD AND BLOCK INSULATION

07 22 00 ROOF AND DECK INSULATION

07 41 13 METAL ROOF PANELS

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 14 01 EXTERIOR SIGNAGE

10 53 14 ALUMINUM SUNSHADES

PROJECT TABLE OF CONTENTS Page 1

10 56 13 STEEL SHELVING

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS AND SWITCHGEAR

26 27 14.00 20 ELECTRICITY METERING

26 32 13.00 20 SINGLE OPERATION GENERATOR SETS

26 36 23.00 20 AUTOMATIC TRANSFER SWITCHES

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 63.00 20 ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 31 16 SOIL TREATMENT FOR SUBTERRANEAN TERMITE CONTROL

DIVISION 33 - UTILITIES

33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 11 00 WATER DISTRIBUTION

33 71 02.00 20 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 34 - TRANSPORTATION

34 43 00.00 20 AIRFIELD LIGHTING

PROJECT TABLE OF CONTENTS Page 2

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

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:

NAVFAC DRAWING TITLE

NO. DWG NO.

15072397 G-001 COVER SHEET

15072398 G-002 INDEX OF DRAWINGS

15072399 G-003 INDEX OF DRAWINGS

15072400 G-004 GENERAL NOTES AND LEGEND

15072401 G-005 PROJECT LOCATION & ACCESS PLAN

15072402 G-006 REPLACE AIRFIELD LIGHTING PHASING

15072403 G-007 AIRFIELD LIGHTING FUNDING ALLOCATION PLAN

15072404 GI100 CODE ANALYSIS AND LIFE SAFETY PLAN

15072405 B-101 BORING LOCATION PLAN

15072406 B-102 SOIL BORING PROFILES

15072407 B-103 SOIL DATA 1986

15072408 C-001 ABBREVIATIONS AND LEGEND

15072409 CD101 ELECTRICAL VAULT SITE EXISTING CONDITIONS &

DEMOLITION PLAN

15072410 CS101 ELECTRICAL VAULT SITE LAYOUT PLAN

15072411 CS301 TYPICAL SECTIONS

15072412 CS501 PAVEMENT DETAILS (1)

15072413 CS502 PAVEMENT DETAILS (2)

15072414 CG101 ELECTRICAL VAULT SITE GRADING PLAN

15072415 CU100 ELECTRICAL VAULT SITE UTILITY PLAN - OVERALL

15072416 CU101 ELECTRICAL VAULT SITE UTILITY PLAN -

PLAN AREA A

15072417 CU102 ELECTRICAL VAULT SITE UTILITY PLAN -

PLAN AREA B

15072418 CU501 UTILITY DETAILS (1)

15072419 CU502 UTILITY DETAILS (2)

15072420 CU503 UTILITY DETAILS (3)

15072421 S-001 STRUCTURAL GENERAL NOTES

15072422 S-002 ABBREVIATIONS AND WIND LOADS

15072423 S-100 FOUNDATION / SLAB PLAN

15072424 S-110 ROOF FRAMING PLAN

15072425 S-200 REINFORCING ELEVATIONS

15072426 S-201 REINFORCING ELEVATIONS

15072427 S-301 SECTIONS AND DETAILS

15072428 S-302 SECTIONS AND DETAILS

DOCUMENT 00 01 15 Page 1

15072429 S-303 SECTIONS AND DETAILS

15072430 AD101 VAULT BUILDING 854 DEMOLITION PLAN

15072431 AD102 VAULT BUILDING 766 DEMOLITION PLAN

15072432 A-001 ARCHITECTURAL GENERAL NOTES AND ABBREVIATIONS

15072433 A-101 FLOOR PLAN

15072434 A-111 REFLECTED CEILING PLAN

15072435 A-121 ROOF PLAN

15072436 A-201 ELEVATIONS

15072437 A-202 ELEVATIONS

15072438 A-301 BUILDING SECTIONS

15072439 A-302 BUILDING SECTION

15072440 A-303 WALL SECTIONS

15072441 A-401 ENLARGED PLANS

15072442 A-501 DETAILS

15072443 A-503 DETAILS

15072444 A-504 DETAILS

15072445 A-505 DETAILS

15072446 A-601 SCHEDULES AND TYPES

15072447 A-602 PARTITION TYPES AND SIGN DETAILS

15072448 F-101 FIRE PROTECTION FLOOR PLAN, NOTES & LEGEND

15072449 F-401 RISER ELEVATION AND DETAILS

15072450 FA001 FIRE ALARM SYMBOLS LEGEND AND NOTES

15072451 FA101 FIRE ALARM SYSTEM PLAN

15072452 FA601 FIRE ALARM DETAILS

15072453 P-101 PLUMBING FLOOR PLAN

15072454 P-501 PLUMBING DETAILS

15072455 M-001 HVAC NOTES, LEGEND AND ABBREVIATIONS

15072456 M-101 HVAC FLOOR PLAN

15072457 M-301 HVAC SECTIONS

15072458 M-501 HVAC DETAILS

15072459 M-601 HVAC SCHEDULES

15072460 M-602 HVAC SEQUENCE OF OPERATIONS

15072461 ES001 ELECTRICAL LEGEND NOTES AND ABBREVIATIONS

15072462 ES002 ELECTRICAL CABLE/CONDUIT SCHEDULE

15072463 ES101 ELECTRICAL VAULT SITE LAYOUT PLAN

15072464 ES102 ELECTRICAL VAULT GENERATOR & XFMR GROUNDING

SITE PLAN

15072465 ES103 BLAST FENCE SITE PLAN

15072466 ES501 ELECTRICAL TRANSFORMER AND HANDHOLE DETAILS

15072467 ES502 DUCT BANK SECTIONS

15072468 ED001 EXISTING MISCELLANEOUS AIRFIELD EQUIPMENT

15072469 ED002 EXISTING CONDITIONS PHOTOS (1)

15072470 ED003 EXISTING CONDITIONS PHOTOS (2)

15072471 ED004 EXISTING CONDITIONS PHOTOS (3)

15072472 ED005 EXISTING CONDITIONS PHOTOS (4)

15072473 ED006 EXISTING CONDITIONS PHOTOS (5)

15072474 ED007 EXISTING CONDITIONS PHOTOS (6)

15072475 ED008 EXISTING CONDITIONS PHOTOS (7)

15072476 ED009 EXISTING CONDITIONS PHOTOS (8)

15072477 ED010 VAULT BUILDING 854 EQUIPMENT REMOVAL

15072478 ED011 VAULT BUILDING 766 EQUIPMENT REMOVAL

DOCUMENT 00 01 15 Page 2

15072479 ED013 VAULT 114 EQUIPMENT REMOVAL

15072480 ED014 ELECTRICAL DEMOLITION PLANS

15072481 ED020 EXISTING CONDITIONS AND DEMOLITION PLAN

NOTES AND LEGEND

15072482 ED100 EXISTING CONDITIONS AND DEMOLITION KEY PLAN

15072483 ED101 EXISTING CONDITIONS AND DEMOLITION PLAN (1)

15072484 ED102 EXISTING CONDITIONS AND DEMOLITION PLAN (2)

15072485 ED103 EXISTING CONDITIONS AND DEMOLITION PLAN (3)

15072486 ED104 EXISTING CONDITIONS AND DEMOLITION PLAN (4)

15072487 ED105 EXISTING CONDITIONS AND DEMOLITION PLAN (5)

15072488 ED106 EXISTING CONDITIONS AND DEMOLITION PLAN (6)

15072489 ED107 EXISTING CONDITIONS AND DEMOLITION PLAN (7)

15072490 ED108 EXISTING CONDITIONS AND DEMOLITION PLAN (8)

15072491 ED109 EXISTING CONDITIONS AND DEMOLITION PLAN (9)

15072492 ED110 EXISTING CONDITIONS AND DEMOLITION PLAN (10)

15072493 EA008 AIRFIELD LIGHTING LAYOUT NOTES

15072494 EA009 AIRFIELD LIGHTING LAYOUT LEGEND

15072495 EA010 AIRFIELD LIGHTING LAYOUT LEGEND

15072496 EA100 AIRFIELD LIGHTING LAYOUT KEY PLAN

15072497 EA101 AIRFIELD LIGHTING LAYOUT PLAN (1)

15072498 EA102 AIRFIELD LIGHTING LAYOUT PLAN (2)

15072499 EA103 AIRFIELD LIGHTING LAYOUT PLAN (3)

15072500 EA104 AIRFIELD LIGHTING LAYOUT PLAN (4)

15072501 EA105 AIRFIELD LIGHTING LAYOUT PLAN (5)

15072502 EA106 AIRFIELD LIGHTING LAYOUT PLAN (6)

15072503 EA107 AIRFIELD LIGHTING LAYOUT PLAN (7)

15072504 EA108 AIRFIELD LIGHTING LAYOUT PLAN (8)

15072505 EA109 AIRFIELD LIGHTING LAYOUT PLAN (9)

15072506 EA110 AIRFIELD LIGHTING LAYOUT PLAN (10)

15072507 EA111 AIRFIELD LIGHTING LAYOUT PLAN (11)

15072508 EA112 AIRFIELD LIGHTING LAYOUT PLAN (12)

15072509 EA113 AIRFIELD LIGHTING LAYOUT PLAN (13)

15072510 EA114 AIRFIELD LIGHTING LAYOUT PLAN (14)

15072511 EA115 AIRFIELD LIGHTING LAYOUT PLAN (15)

15072512 EA117 AIRFIELD LIGHTING LAYOUT PLAN (17)

15072513 EA118 AIRFIELD LIGHTING LAYOUT PLAN (18)

15072514 EA119 AIRFIELD LIGHTING LAYOUT PLAN (19)

15072515 EA120 AIRFIELD LIGHTING LAYOUT PLAN (20)

15072516 EA121 AIRFIELD LIGHTING LAYOUT PLAN (21)

15072517 EA122 AIRFIELD LIGHTING LAYOUT PLAN (22)

15072518 EA123 AIRFIELD LIGHTING LAYOUT PLAN (23)

15072519 EA124 AIRFIELD LIGHTING LAYOUT PLAN (24)

15072520 EA125 AIRFIELD LIGHTING LAYOUT PLAN (25)

15072521 EA126 AIRFIELD LIGHTING LAYOUT PLAN (26)

15072522 EA127 AIRFIELD LIGHTING LAYOUT PLAN (27)

15072523 EA128 AIRFIELD LIGHTING LAYOUT PLAN (28)

15072524 EA129 AIRFIELD LIGHTING LAYOUT PLAN (29)

15072525 EA130 AIRFIELD LIGHTING LAYOUT PLAN (30)

15072526 EA131 AIRFIELD LIGHTING LAYOUT PLAN (31)

15072527 EA132 AIRFIELD LIGHTING LAYOUT PLAN (32)

15072528 EA133 AIRFIELD LIGHTING LAYOUT PLAN (33)

15072529 EA150 GUIDANCE SIGN KEY PLAN

15072530 EA151 GUIDANCE SIGN PLAN (1)

15072531 EA152 GUIDANCE SIGN PLAN (2)

15072532 EA153 GUIDANCE SIGN PLAN (3)

15072533 EA154 GUIDANCE SIGN PLAN (4)

15072534 EA155 GUIDANCE SIGN PLAN (5)

DOCUMENT 00 01 15 Page 3

15072535 EA157 GUIDANCE SIGN PLAN (7)

15072536 EA158 GUIDANCE SIGN PLAN (8)

15072537 EA159 GUIDANCE SIGN PLAN (9)

15072538 EA161 GUIDANCE SIGN SCHEDULE (1)

15072539 EA162 GUIDANCE SIGN SCHEDULE (2)

15072540 EA170 AIRFIELD LIGHTING ELECTRICAL DUCT KEY PLAN

15072541 EA171 AIRFIELD LIGHTING ELECTRICAL DUCT PLAN (1)

15072542 EA172 AIRFIELD LIGHTING ELECTRICAL DUCT PLAN (2)

15072543 EA173 AIRFIELD LIGHTING ELECTRICAL DUCT PLAN (3)

15072544 EA174 AIRFIELD LIGHTING ELECTRICAL DUCT PLAN (4)

15072545 EA175 AIRFIELD LIGHTING ELECTRICAL DUCT PLAN (5)

15072546 EA176 AIRFIELD LIGHTING ELECTRICAL DUCT PLAN (6)

15072547 EA177 AIRFIELD LIGHTING ELECTRICAL DUCT PLAN (7)

15072548 EA178 AIRFIELD LIGHTING ELECTRICAL DUCT PLAN (8)

15072549 EA179 AIRFIELD LIGHTING ELECTRICAL DUCT PLAN (9)

15072550 EA185 AIRFIELD LIGHTING ELECTRICAL DUCT LEGEND

15072551 EA186 AIRFIELD LIGHTING ELECTRICAL DUCT SECTIONS (1)

15072552 EA187 AIRFIELD LIGHTING ELECTRICAL DUCT SECTIONS (2)

15072553 EA188 AIRFIELD LIGHTING ELECTRICAL DUCT SECTIONS (3)

15072554 EA189 AIRFIELD LIGHTING ELECTRICAL DUCT SECTIONS (4)

15072555 EA190 AIRFIELD LIGHTING ELECTRICAL DUCT SECTIONS (5)

15072556 EA401 RUNWAY 10-28 EDGE AND CENTERLINE LIGHT

CIRCUIT HOMERUN PLAN

15072557 EA403 RUNWAY 10 AND RUNWAY 28 P.A.P.I. CIRCUIT

HOMERUN PLAN

15072558 EA405 RUNWAY 10 AND RUNWAY 28 WIND SOCK CIRCUIT

HOMERUN PLAN

15072559 EA410 RUNWAY 10 ALSF-1 (APPROACH LIGHTING SYSTEM)

CIRCUIT HOMERUN PLAN

15072560 EA415 RUNWAY 28 SALS (APPROACH LIGHTING SYSTEM)

CIRCUIT HOMERUN PLAN

15072561 EA420 TAXIWAY "A" AND HELIPAD 4 EDGE LIGHT CIRCUIT

HOMERUN PLAN

15072562 EA421 TAXIWAY GUIDANCE SIGN CIRCUIT HOMERUN PLAN

15072563 EA423 TAXIWAY "C" & "D" EDGE LIGHT CIRCUIT HOMERUN

PLAN

15072564 EA425 SALS CATWALK OBSTRUCTION LIGHT CIRCUIT HOMERUN

PLAN

15072565 EA430 RUNWAY 14-32 EDGE LIGHT CIRCUIT HOMERUN PLAN

15072566 EA431 RUNWAY 32 R.E.I.L. AND RUNWAY 32 P.A.P.I.

CIRCUIT HOMERUN PLAN

15072567 EA435 ELECTRICAL VAULT TO A.T.C.T. COMMUNICATIONS

HOMERUN PLAN

15072568 EA500 AIFIELD LIGHTING NOTES

15072569 EA501 AIFIELD LIGHTING DETAILS (1)

15072570 EA502 AIFIELD LIGHTING DETAILS (2)

15072571 EA503 AIFIELD LIGHTING DETAILS (3)

15072572 EA504 AIFIELD LIGHTING DETAILS (4)

15072573 EA505 AIFIELD LIGHTING DETAILS (5)

15072574 EA506 AIFIELD LIGHTING DETAILS (6)

15072575 EA507 AIFIELD LIGHTING DETAILS (7)

15072576 EA508 AIFIELD LIGHTING DETAILS (8)

15072577 EA509 AIFIELD LIGHTING DETAILS (9)

15072578 EA511 AIFIELD LIGHTING DETAILS (11)

15072579 EA512 AIFIELD LIGHTING DETAILS (12)

15072580 EA513 AIFIELD LIGHTING DETAILS (13)

15072581 EA514 AIFIELD LIGHTING DETAILS (14)

DOCUMENT 00 01 15 Page 4

15072582 EA515 AIFIELD LIGHTING DETAILS (15)

15072583 EA516 AIFIELD LIGHTING DETAILS (16)

15072584 EA530 GUIDANCE SIGN DETAILS (1)

15072585 EA531 GUIDANCE SIGN DETAILS (2)

15072586 EA532 L-802A ROTATING BEACON DETAILS

15072587 EA533 L-802A ROTATING BEACON DETAIL AND NOTES

15072588 EA534 RUNWAY END IDENTIFICATION LIGHT (R.E.I.L.)

DETAILS

15072589 EA535 PRECISION APPROACH PATH INDICATOR

(P.A.P.I.) DETAILS

15072590 EA700 RUNWAY 10 ALSF-1 PLAN

15072591 EA701 RUNWAY 10 ALSF-1 LIGHT PLANE PROFILE

15072592 EA702 RUNWAY 10 ALSF-1 WIRING DIAGRAM

15072593 EA703 RUNWAY 10 ALSF-1 LIGHTING SCHEMATIC DIAGRAM (1)

15072594 EA704 RUNWAY 10 ALSF-1 LIGHTING SCHEMATIC DIAGRAM (2)

15072595 EA705 RUNWAY 10 ALSF-1 THRESHOLD BAR STATION 00+05-

LAYOUT PLAN

15072596 EA706 RUNWAY 10 ALSF-1 THRESHOLD LIGHT BAR

INSTALLATION DETAILS

15072597 EA707 RUNWAY 10 ALSF-1 THRESHOLD LIGHT BAR

STRUCTURAL DETAILS

15072598 EA708 RUNWAY 10 ALSF-1 LIGHT BAR PLANS

15072599 EA709 RUNWAY 10 ALSF-1 LIGHT BAR PLANS

15072600 EA710 RUNWAY 10 ALSF-1 PRE-THRESHOLD LIGHT BAR

INSTALLATION DETAILS

15072601 EA711 RUNWAY 10 ALSF-1 PRE-THRESHOLD LIGHT BAR

STRUCTURAL DETAILS

15072602 EA712 RUNWAY 10 ALSF-1 TERMINATING LIGHT BAR DETAILS

15072603 EA713 RUNWAY 10 ALSF-1 TERMINATING LIGHT BAR

STRUCTURAL DETAILS

15072604 EA714 RUNWAY 10 ALSF-1 STATIONS 3+10 TO 9+10 LAYOUT

PLAN AND DETAILS

15072605 EA715 RUNWAY 10 ALSF-1 STATION 10+10 LAYOUT PLAN

& INSTALLATION DETAILS

15072606 EA716 RUNWAY 10 ALSF-1 STATION 11+10 TO 20+10 LAYOUT

PLAN AND DETAILS

15072607 EA717 RUNWAY 10 ALSF-1 SEQUENCED FLASHER LAYOUT PLAN

AND DETAILS

15072608 EA718 RUNWAY 10 ALSF-1 L.I.R. MG-20 DETAILS (1)

15072609 EA719 RUNWAY 10 ALSF-1 L.I.R. MG-20 DETAILS (2)

15072610 EA720 RUNWAY 28 SALS PLAN

15072611 EA721 RUNWAY 28 SALS LIGHT PLANE PROFILE

15072612 EA722 RUNWAY 28 SALS WIRING DIAGRAM

15072613 EA723 RUNWAY 28 SALS LIGHTING SCHEMATIC DIAGRAM (1)

15072614 EA724 RUNWAY 28 SALS LIGHTING SCHEMATIC DIAGRAM (2)

15072615 EA725 RUNWAY 28 SALS THRESHOLD LIGHT BAR PLAN

15072616 EA726 RUNWAY 28 SALS THRESHOLD LIGHT BAR INSTALLATION

DETAILS

15072617 EA727 RUNWAY 28 SALS THRESHOLD LIGHT BAR STRUCTURAL

DETAILS

15072618 EA728 RUNWAY 28 SALS LIGHT BAR PLANS

15072619 EA729 RUNWAY 28 SALS PRE-THRESHOLD LIGHT BAR

INSTALLATION DETAILS

15072620 EA730 RUNWAY 28 SALS PRE-THRESHOLD LIGHT BAR

STRUCTURAL DETAILS

15072621 EA731 RUNWAY 28 SALS TERMINATING LIGHT BAR

INSTALLATION DETAILS

15072622 EA732 RUNWAY 28 SALS TERMINATING LIGHT BAR

STRUCTURAL DETAILS

DOCUMENT 00 01 15 Page 5

15072623 EA733 RUNWAY 28 SALS STATIONS 3+00 TO 9+00

LAYOUT PLAN AND DETAILS

15072624 EA734 RUNWAY 28 SALS STATION 10+00 LAYOUT AND

INSTALLATION DETAILS

15072625 EA735 RUNWAY 28 SALS STATION 11+00 LAYOUT &

INSTALLATION DETAILS

15072626 EA736 RUNWAY 28 SALS SEQUENCED FLASHER LAYOUT PLAN

AND DETAILS

15072627 EA737 RUNWAY 28 SALS STATIONS 12+00 TO 15+00

LAYOUT & INSTALLATION DETAILS

15072628 EA740 ALS DETAILS (1)

15072629 EA741 ALS DETAILS (2)

15072630 EA742 ALS DETAILS (3)

15072631 E-001 ELECTRICAL SYMBOLS, LEGEND AND NOTES

15072632 E-101 LIGHTING PLAN

15072633 E-102 POWER PLAN

15072634 E-103 COMMUNICATIONS PLAN

15072635 E-104 LIGHTNING PROTECTION SYSTEM PLAN

15072636 E-105 GROUNDING SYSTEM PLAN

15072637 E-201 CCR SWITCHGEAR ELEVATIONS

15072638 E-501 LIGHTING DETAILS

15072639 E-502 POWER AND COMMUNICATIONS DETAILS

15072640 E-503 LIGHTNING PROT./GROUNDING DETAILS

15072641 E-601 ELECTRICAL ONE-LINE DIAGRAM

15072642 E-602 CRR SWITCHGEAR SYSTEMS BLOCK DIAGRAM

15072643 E-603 PANELBOARD SCHEDULES

-- End of Document --

DOCUMENT 00 01 15 Page 6

SECTION 02 41 00

DEMOLITION

05/10

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.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 145 (1991; R 2008) Standard Specification for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes

AASHTO T 180 (2010) Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.6 (2006) Safety Requirements for Demolition Operations

CARPET AND RUG INSTITUTE (CRI)

CRI 104 (2002) Standard for Installation Specification of Commercial Carpet

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011; Change 7 2012) Safety and Health Requirements Manual

U.S. DEFENSE LOGISTICS AGENCY (DLA)

DLA 4145.25 (June 2000) Storage and Handling of Liquefied and Gaseous Compressed Gases and Their Full and Empty Cylinders

U.S. DEPARTMENT OF DEFENSE (DOD)

DOD 4000.25-1-M (2006) MILSTRIP - Military Standard Requisitioning and Issue Procedures

MIL-STD-129 (2007; Rev P; Change 4 2007) Military Marking for Shipment and Storage

SECTION 02 41 00 Page 1

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

40 CFR 82 Protection of Stratospheric Ozone

49 CFR 173.301 Shipment of Compressed Gases in Cylinders and Spherical Pressure Vessels

1.2 PROJECT DESCRIPTION

1.2.1 Demolition Plan

Prepare a Demolition Plan and submit proposed salvage, demolition, and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress, a disconnection schedule of utility services, and airfield lighting, a detailed description of methods and equipment to be used for each operation and of the sequence of operations. Identify components and materials to be salvaged for reuse or recycling with reference to paragraph Existing Facilities to be Removed. Append tracking forms for all removed materials indicating type, quantities, condition, destination, and end use.

Coordinate with Waste Management Plan. Include statements affirming Contractor inspection of the existing roof decks and their suitability to perform as safe working platforms or if inspections reveal a safety hazard to workers, state provisions for securing the safety of the workers throughout the performance of the work. Provide procedures for safe conduct of the work in accordance with EM 385-1-1 . Plan shall be approved by Contracting Officer prior to work beginning.

1.2.2 General Requirements

Do not begin demolition until authorization is received from the Contracting Officer. The work of this section is to be performed in a manner that maximizes salvage and recycling of materials. Remove rubbish and debris from the station daily; do not allow accumulations inside or outside the buildings or on airfield pavements. The work includes demolition, salvage of identified items and materials, and removal of resulting rubbish and debris. Remove rubbish and debris from Government property daily, unless otherwise directed. Store materials that cannot be removed daily in areas specified by the Contracting Officer. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1 , Section 23, Demolition, and other applicable Sections.

1.3 ITEMS TO REMAIN IN PLACE

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Contracting Officer.

Coordinate the work of this section with all other work indicated.

Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, or demolition work performed under this contract. Do not overload pavements to remain. Provide new supports and reinforcement for existing construction weakened by demolition or removal work. Repairs, reinforcement, or structural replacement require approval by the

SECTION 02 41 00 Page 2

Contracting Officer prior to performing such work.

1.3.1 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Remove dust, dirt, and debris from work areas daily.

1.3.2 Utility Service

Maintain existing utilities indicated to stay in service and protect against damage during demolition and deconstruction operations. Prior to start of work, utilities serving each area of alteration or removal will be shut off by the Government and disconnected and sealed by the Contractor.

1.3.3 Facilities

Protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. Floors, roofs, walls, columns, pilasters, and other structural components that are designed and constructed to stand without lateral support or shoring, and are determined to be in stable condition, must remain standing without additional bracing, shoring, or lateral support until demolished or deconstructed, unless directed otherwise by the Contracting Officer.

Ensure that no elements determined to be unstable are left unsupported and place and secure bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract.

1.4 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted.

1.5 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Existing Conditions; G

SD-07 Certificates

Demolition Plan; G

Notification; G

SD-11 Closeout Submittals

Receipts

SECTION 02 41 00 Page 3

1.6 QUALITY ASSURANCE

Submit timely notification of demolition projects to Federal, State, regional, and local authorities in accordance with 40 CFR 61 , Subpart M.

Notify the Regional Office of the United States Environmental Protection Agency (USEPA), the State's environmental protection agency, the local air pollution control district/agency and the Contracting Officer in writing 10 working days prior to the commencement of work in accordance with 40 CFR 61 , Subpart M. Comply with federal, state, and local hauling and disposal regulations. In addition to the requirements of the "Contract Clauses," conform to the safety requirements contained in ASSE/SAFE A10.6 .

Comply with the Environmental Protection Agency requirements specified.

Use of explosives will not be permitted.

1.6.1 Dust and Debris Control

Prevent the spread of dust and debris on airfield pavements and avoid the creation of a nuisance or hazard in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution. Sweep pavements as often as necessary to control the spread of debris that may result in foreign object damage potential to aircraft.

1.7 PROTECTION

1.7.1 Traffic Control Signs

Where aircraft safety is endangered in the area of removal work, use traffic barricades with flashing lights. Anchor barricades in a manner to prevent displacement by wind, jet or prop blast. Notify the Contracting Officer prior to beginning such work.

1.7.2 Protection of Personnel

Before, during and after the demolition work continuously evaluate the condition of the structure being demolished and take immediate action to protect all personnel working in and around the project site. No area, section, or component of floors, roofs, walls, columns, pilasters, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or perform other work in the immediate area.

1.8 FOREIGN OBJECT DAMAGE (FOD)

Aircraft and aircraft engines are subject to damage from foreign object debris (FOD) and waste material lying on airfield pavements. Remove all such materials that may appear on operational aircraft pavements due to the Contractor's operations. If necessary, the Contracting Officer may require the Contractor to install a temporary barricade at the Contractor's expense to control the spread of FOD. The barricade shall include a fence covered with a fabric designed to stop the spread of debris. Anchor the fence and fabric to prevent displacement by winds or jet/prop blasts. Remove barricade when no longer required.

1.9 RELOCATIONS

Perform the removal and reinstallation of relocated items as indicated

SECTION 02 41 00 Page 4 with workmen skilled in the trades involved. Repair or replace items to be relocated which are damaged by the Contractor with new undamaged items as approved by the Contracting Officer.

1.10 EXISTING CONDITIONS

Before beginning any demolition work, survey the site and examine the drawings and specifications to determine the extent of the work. Record existing conditions in the presence of the Contracting Officer showing the condition of structures and other facilities adjacent to areas of alteration or removal. Photographs sized 4 inch square, minimum, will be acceptable as a record of existing conditions. Include in the record the elevation of the top of foundation walls, finish floor elevations, possible conflicting electrical conduits, plumbing lines, alarms systems, the location and extent of existing cracks and other damage and description of surface conditions that exist prior to before starting work. It is the Contractor's responsibility to verify and document all required outages which will be required during the course of work, and to note these outages on the record document. Submit survey results.

PART 2 PRODUCTS

2.1 FILL MATERIAL

a. Comply with excavating, backfilling, and compacting procedures for soils used as backfill material to fill voids, depressions or excavations resulting from demolition of structures.

b. Fill material shall conform to the definition of satisfactory soil material as defined in AASHTO M 145, Soil Classification Groups A-1, A-2-4, A-2-5 and A-3. In addition, fill material shall be free from roots and other organic matter, trash, debris, frozen materials, and stones larger than 2 inches in any dimension.

c. Proposed fill material must be sampled and tested by an approved soil testing laboratory, as follows:

Soil classification AASHTO M 145

Moisture-density relations AASHTO T 180 , Method B or D

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

Dismantled and removed materials are to be separated, set aside, and prepared as specified, and stored or delivered to a collection point for reuse, remanufacture, recycling, or other disposal, as specified.

Materials shall be designated for reuse onsite whenever possible.

3.1.1 Structures

a. Remove existing structures indicated to be removed completely, including foundations. Remove sidewalks, curbs, and gutters as indicated.

Vault Buildings 854 and 766 are to be completely demolished. Asbestos

SECTION 02 41 00 Page 5 containing materials (ACM) have been detected in the roofing materials of Building 854.

Lead based paint (LBP) has been detected in the brown door and window frame of Building 766, and electrical equipment to be removed contains low levels (greater than 2 ppm but less than 50 ppm) of PCBs.

No ACM, LBP or PCBs where detected in Building 114.

See Appendix A of Specfication Section 01 57 19.00 25 TEMPORARY ENVIRONMENTAL CONTROLS, for additional information.

b. Demolish structures in a systematic manner from the top of the structure to the ground. Complete demolition work above each tier or floor before the supporting members on the lower level are disturbed.

Demolish concrete and masonry walls in small sections. Remove structural framing members and lower to ground by means of derricks, platforms hoists, or other suitable methods as approved by the Contracting Officer.

c. Locate demolition and deconstruction equipment throughout the structure and remove materials so as to not impose excessive loads to supporting walls, floors, or framing.

d. Building, or the remaining portions thereof, not exceeding 80 feet in height may be demolished by the mechanical method of demolition.

3.1.2 Utilities and Related Equipment

3.1.2.1 General Requirements

Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by the Contracting Officer. Do not interrupt existing utilities serving facilities occupied and used by the Government except when approved in writing and then only after temporary utility services have been approved and provided. Do not begin demolition work until all utility disconnections have been made. Shut off and cap utilities for future use, as indicated.

3.1.2.2 Disconnecting Existing Utilities

Remove existing utilities, as indicated or uncovered by work and terminate in a manner conforming to the nationally recognized codes covering the specific utility and approved by the Contracting Officer. When utility lines are encountered but are not indicated on the drawings, notify the Contracting Officer prior to further work in that area. Remove meters and related equipment and deliver to a location on the station in accordance with instructions of the Contracting Officer.

3.1.3 Chain Link Fencing

Remove chain link fencing, gates and other related items.

3.1.4 Paving and Slabs

Remove concrete and asphaltic concrete paving and slabs including aggregate base as indicated. Provide neat sawcuts at limits of pavement removal as indicated. Pavement and slabs designated to be recycled and utilized in this project shall be moved, ground and stored as directed by

SECTION 02 41 00 Page 6 the Contracting Officer. Pavement and slabs not to be used in this project shall be removed from the Installation at Contractor's expense.

3.1.5 Roofing

Salvage asphalt roofing materials for recycling.

3.1.6 Masonry

Masonry removed in pieces shall be crushed.

3.1.7 Structural Steel

Dismantle structural steel at field connections and in a manner that will prevent bending or damage. Salvage for recycling structural steel, steel joists, girders, angles, plates, columns and shapes. Do not use flame-cutting torches. Transport steel joists and girders as whole units and not dismantled. Transport structural steel shapes to a designated recycling facility area as directed by the Contracting Officer, stacked according to size, type of member and length, and stored off the ground, protected from the weather.

3.1.8 Miscellaneous Metal

Salvage shop-fabricated items such as access doors and frames, steel gratings, metal ladders, wire mesh partitions, metal railings, metal windows and similar items as whole units. Salvage light-gage and cold-formed metal framing, such as steel studs, steel trusses, metal gutters, roofing and siding, metal toilet partitions, toilet accessories and similar items. Scrap metal shall become the Contractor's property.

Recycle scrap metal as part of demolition operations. Provide separate containers to collect scrap metal and transport to a scrap metal collection or recycling facility, in accordance with the Waste Management Plan.

3.1.9 Carpentry

Salvage for recycling lumber, millwork items, and finished boards, and sort by type and size. Recycle salvaged wood unfit for reuse, except stained, painted, or treated wood. Remove windows, doors, frames, and cabinets, and similar items as whole units, complete with trim and accessories. Do not remove hardware attached to units, except for door closers. Brace the open end of door frames to prevent damage.

3.1.10 Carpet

Remove existing carpet for reclamation in accordance with manufacturer recommendations and as follows. Remove used carpet in large pieces, roll tightly, and pack neatly in a container. Remove adhesive according to recommendations of the Carpet and Rug Institute (CRI). Adhesive removal solvents shall comply with CRI 104 . Recycle removed carpet cushion.

3.1.11 Acoustic Ceiling Tile

Remove, neatly stack, and recycle acoustic ceiling tiles. Recycling may be available with manufacturer. Otherwise, priority shall be given to a local recycling organization.

SECTION 02 41 00 Page 7

3.1.12 Airfield Lighting

Remove existing airfield lighting as indicated and terminate in a manner satisfactory to the Contracting Officer. Remove edge lights, centerline lights, associated transformers and other materials as indicated and dispose of off station.

3.1.13 Air Conditioning Equipment

Recover all refrigerants prior to removing air conditioning, refrigeration, and other equipment containing refrigerants and dispose of in accordance with the paragraph entitled "Disposal of Ozone Depleting Substance (ODS)."

3.1.14 Cylinders and Canisters

Remove all fire suppression system cylinders and canisters and dispose of in accordance with the paragraph entitled "Disposal of Ozone Depleting Substance (ODS)."

3.1.15 Locksets on Swinging Doors

Remove all locksets from all swinging doors indicated to be removed and disposed of. Deliver the locksets and related items to a designated location for receipt by the Contracting Officer after removal.

3.1.16 Mechanical Equipment and Fixtures

Disconnect mechanical hardware at the nearest connection to existing services to remain, unless otherwise noted. Disconnect mechanical equipment and fixtures at fittings. Remove service valves attached to the unit. Salvage each item of equipment and fixtures as a whole unit;

listed, indexed, tagged, and stored. Salvage each unit with its normal operating auxiliary equipment. Transport salvaged equipment and fixtures, including motors and machines, to a designated storage area as directed by the Contracting Officer. Do not remove equipment until approved. Do not offer low-efficiency equipment for reuse; provide to recycling service for disassembly and recycling of parts.

3.1.16.1 Preparation for Storage

Remove water, dirt, dust, and foreign matter from units; tanks, piping and fixtures shall be drained; interiors, if previously used to store flammable, explosive, or other dangerous liquids, shall be steam cleaned.

Seal openings with caps, plates, or plugs. Secure motors attached by flexible connections to the unit. Change lubricating systems with the proper oil or grease.

3.1.16.2 Piping

Disconnect piping at unions, flanges and valves, and fittings as required to reduce the pipe into straight lengths for practical storage. Store salvaged piping according to size and type. If the piping that remains can become pressurized due to upstream valve failure, end caps, blind flanges, or other types of plugs or fittings with a pressure gage and bleed valve shall be attached to the open end of the pipe to ensure positive leak control. Carefully dismantle piping that previously contained gas, gasoline, oil, or other dangerous fluids, with precautions taken to prevent injury to persons and property. Store piping outdoors

SECTION 02 41 00 Page 8 until all fumes and residues are removed. Box prefabricated supports, hangers, plates, valves, and specialty items according to size and type.

Wrap sprinkler heads individually in plastic bags before boxing. Classify piping not designated for salvage, or not reusable, as scrap metal.

3.1.16.3 Ducts

Classify removed duct work as scrap metal.

3.1.16.4 Fixtures, Motors and Machines

Remove and salvage fixtures, motors and machines associated with plumbing, heating, air conditioning, refrigeration, and other mechanical system installations. Salvage, box and store auxiliary units and accessories with the main motor and machines. Tag salvaged items for identification, storage, and protection from damage. Classify non-porcelain broken, damaged, or otherwise unserviceable units and not caused to be broken, damaged, or otherwise unserviceable as debris to be disposed of by the Contractor. Salvage and crush porcelain plumbing fixtures unsuitable for reuse.

3.1.17 Electrical Equipment and Fixtures

Salvage motors, motor controllers, and operating and control equipment that are attached to the driven equipment. Salvage wiring systems and components. Box loose items and tag for identification. Disconnect primary, secondary, control, communication, and signal circuits at the point of attachment to their distribution system.

3.1.17.1 Fixtures

Remove and salvage electrical fixtures. Salvage unprotected glassware from the fixture and salvage separately. Salvage incandescent, mercury-vapor, and fluorescent lamps and fluorescent ballasts manufactured prior to 1978, boxed and tagged for identification, and protected from breakage.

3.1.17.2 Electrical Devices

Remove and salvage switches, switchgear, transformers, conductors including wire and nonmetallic sheathed and flexible armored cable, regulators, meters, instruments, plates, circuit breakers, panelboards, outlet boxes, and similar items. Box and tag these items for identification according to type and size.

3.1.17.3 Wiring Ducts or Troughs

Remove and salvage wiring ducts or troughs. Dismantle plug-in ducts and wiring troughs into unit lengths. Remove plug-in or disconnecting devices from the busway and store separately.

3.1.17.4 Conduit and Miscellaneous Items

Salvage conduit except where embedded in concrete or masonry. Consider corroded, bent, or damaged conduit as scrap metal. Sort straight and undamaged lengths of conduit according to size and type. Classify supports, knobs, tubes, cleats, and straps as debris to be removed and disposed.

SECTION 02 41 00 Page 9

3.1.18 Items With Unique/Regulated Disposal Requirements

Remove and dispose of items with unique or regulated disposal requirements in the manner dictated by law or in the most environmentally responsible manner.

3.2 CONCURRENT EARTH-MOVING OPERATIONS

Do not begin excavation, filling, and other earth-moving operations that are sequential to demolition work in areas occupied by structures to be demolished until all demolition in the area has been completed and debris removed. Fill holes and other hazardous openings.

3.3 DISPOSITION OF MATERIAL

3.3.1 Title to Materials

Except for salvaged items specified in related Sections, and for materials or equipment scheduled for salvage, all materials and equipment removed and not reused or salvaged, shall become the property of the Contractor and shall be removed from Government property. Title to materials resulting from demolition and deconstruction, and materials and equipment to be removed, is vested in the Contractor upon approval by the Contracting Officer of the Contractor's demolition and removal procedures, and authorization by the Contracting Officer to begin demolition. The Government will not be responsible for the condition or loss of, or damage to, such property after contract award. Showing for sale or selling materials and equipment on site is prohibited.

3.3.2 Salvaged Materials and Equipment

Remove materials and equipment that are listed in the Demolition Plan indicated or specified to be removed by the Contractor and that are to remain the property of the Government, and deliver to a storage site, as directed by the Contracting Officer within the limits of the Naval Air Station Jacksonville.

a. Salvage items and material to the maximum extent possible.

b. Store all materials salvaged for the Contractor as approved by the Contracting Officer and remove from Government property before completion of the contract. On site sales of salvaged material is prohibited.

c. Remove salvaged items to remain the property of the Government in a manner to prevent damage, and packed or crated to protect the items from damage while in storage or during shipment. Items damaged during removal or storage must be repaired or replaced to match existing items. Properly identify the contents of containers.

d. The Government will remove and capture Class I ODS refrigerants. To view the web site for ODS, link to:

https://www.osd.mil/denix/Public/News/DLA/ODS/sect1.html

3.3.3 Disposal of Ozone Depleting Substance (ODS)

Class I and Class II ODS are defined in Section, 602(a) and (b), of The Clean Air Act. Prevent discharge of Class I and Class II ODS to the atmosphere. Products, equipment and appliances containing ODS in a

SECTION 02 41 00 Page 10 sealed, self-contained system (e.g. residential refrigerators and window air conditioners) shall be disposed of in accordance with 40 CFR 82 .

Submit Receipts or bills of lading, as specified. Submit a shipping receipt or bill of lading for all containers of ozone depleting substance (ODS) shipped to the Defense Depot, Richmond, Virginia.

3.3.3.1 Special Instructions

No more than one type of ODS is permitted in each container. A warning/hazardous label shall be applied to the containers in accordance with Department of Transportation regulations. All cylinders including but not limited to fire extinguishers, spheres, or canisters containing an ODS shall have a tag with the following information:

a. Activity name and unit identification code

b. Activity point of contact and phone number

c. Type of ODS and pounds of ODS contained

d. Date of shipment

e. Naval stock number (for information, call (804) 279-4525).

3.3.3.2 Fire Suppression Containers

Deactivate fire suppression system cylinders and canisters with electrical charges or initiators prior to shipment. Also, safety caps must be used to cover exposed actuation mechanisms and discharge ports on these special cylinders.

3.3.4 Transportation Guidance

Ship all ODS containers in accordance with MIL-STD-129 , DLA 4145.25 (also referenced one of the following: Army Regulation 700-68, Naval Supply Instruction 4440.128C, Marine Corps Order 10330.2C, and Air Force Regulation 67-12), 49 CFR 173.301 , and DOD 4000.25-1-M .

3.3.5 Unsalvageable and Non-Recyclable Material

Dispose of unsalvageable and non-recyclable combustible and non-combustible material off the site.

3.4 CLEANUP

Remove debris and rubbish from basement and similar excavations. Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas. Apply local regulations regarding hauling and disposal.

3.5 DISPOSAL OF REMOVED MATERIALS

3.5.1 Regulation of Removed Materials

Dispose of debris, rubbish, scrap, and other nonsalvageable materials resulting from removal operations with all applicable federal, state and local regulations as contractually specified. Storage of removed materials on the project site is prohibited.

SECTION 02 41 00 Page 11

3.5.2 Burning on Government Property

Burning of materials removed from demolished and deconstructed structures will not be permitted on Government property.

3.5.3 Removal from Government Property

Transport waste materials removed from demolished and deconstructed structures, except waste soil, from Government property for legal disposal. Dispose of waste soil as directed.

-- End of Section --

SECTION 02 41 00 Page 12

SECTION 03 30 00

CAST-IN-PLACE CONCRETE

11/11

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.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 182 (2005; R 2009) Standard Specification for Burlap Cloth Made from Jute or Kenaf and Cotton Mats

AASHTO M 322M/M 322 (2010) Standard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

ACI 308R (2001; R 2008) Guide to Curing Concrete

ACI/MCP-1 (2013) Manual of Concrete Practice Part 1

ACI/MCP-2 (2013) Manual of Concrete Practice Part 2

ACI/MCP-3 (2013) Manual of Concrete Practice Part 3

ACI/MCP-4 (2013) Manual of Concrete Practice Part 4

AMERICAN HARDBOARD ASSOCIATION (AHA)

AHA A135.4 (1995; R 2004) Basic Hardboard

AMERICAN WELDING SOCIETY (AWS)

AWS D1.4/D1.4M (2011) Structural Welding Code - Reinforcing Steel

ASTM INTERNATIONAL (ASTM)

ASTM A123/A123M (2012) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A185/A185M (2007) Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete

ASTM A496/A496M (2007) Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement

SECTION 03 30 00 Page 1

ASTM A497/A497M (2007) Standard Specification for Steel Welded Wire Reinforcement, Deformed, for Concrete

ASTM A53/A53M (2012) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A615/A615M (2012) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM A706/A706M (2009b) Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

ASTM A82/A82M (2007) Standard Specification for Steel Wire, Plain, for Concrete Reinforcement

ASTM C1017/C1017M (2007) Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete

ASTM C1107/C1107M (2013) Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)

ASTM C1260 (2007) Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)

ASTM C143/C143M (2012) Standard Test Method for Slump of Hydraulic-Cement Concrete

ASTM C150/C150M (2012) Standard Specification for Portland Cement

ASTM C156 (2011) Standard Test Method for Water Retention by Concrete Curing Materials

ASTM C1567 (2013) Standard Test Method for Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method)

ASTM C171 (2007) Standard Specification for Sheet Materials for Curing Concrete

ASTM C172/C172M (2010) Standard Practice for Sampling Freshly Mixed Concrete

ASTM C192/C192M (2013) Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory

ASTM C233/C233M (2011) Standard Test Method for Air-Entraining Admixtures for Concrete

ASTM C295/C295M (2012) Petrographic Examination of Aggregates for Concrete

SECTION 03 30 00 Page 2

ASTM C309 (2011) Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete

ASTM C31/C31M (2012) Standard Practice for Making and Curing Concrete Test Specimens in the Field

ASTM C311/C311M (2013) Sampling and Testing Fly Ash or Natural Pozzolans for Use as a Mineral Admixture in Portland-Cement Concrete

ASTM C33/C33M (2013) Standard Specification for Concrete Aggregates

ASTM C39/C39M (2012) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

ASTM C42/C42M (2013) Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete

ASTM C494/C494M (2013) Standard Specification for Chemical Admixtures for Concrete

ASTM C618 (2012a) Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete

ASTM C881/C881M (2010) Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete

ASTM C920 (2011) Standard Specification for Elastomeric Joint Sealants

ASTM C932 (2006; R 2013) Standard Specification for Surface-Applied Bonding Compounds for Exterior Plastering

ASTM C94/C94M (2013a) Standard Specification for Ready-Mixed Concrete

ASTM C989/C989M (2012a) Standard Specification for Slag Cement for Use in Concrete and Mortars

ASTM D1190 (1997) Standard Specification for Concrete Joint Sealer, Hot-Applied Elastic Type

ASTM D1557 (2012) Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3) (2700 kN-m/m3)

ASTM D1751 (2004; R 2008) Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient

SECTION 03 30 00 Page 3

Bituminous Types)

ASTM D1752 (2004a; R 2008) Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion

ASTM D5759 (2012) Characterization of Coal Fly Ash and Clean Coal Combustion Fly Ash for Potential Uses

ASTM E1155 (1996; R 2008) Standard Test Method for Determining Floor Flatness and Floor Levelness Numbers

ASTM E1745 (2011) Standard Specification for Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs

ASTM E329 (2013a) Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction

CONCRETE REINFORCING STEEL INSTITUTE (CRSI)

CRSI 10MSP (2009; 28th Ed) Manual of Standard Practice

FOREST STEWARDSHIP COUNCIL (FSC)

FSC STD 01 001 (2000) Principles and Criteria for Forest Stewardship

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

NIST PS 1 (2009) DOC Voluntary Product Standard PS 1-07, Structural Plywood

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS SS-S-200 (Rev E; Am 1; Notice 1) Sealant, Joint, Two-Component, Jet-Blast-Resistant, Cold-Applied, for Portland Cement Concrete Pavement

1.2 DEFINITIONS

a. "Cementitious material" as used herein must include all portland cement, pozzolan, fly ash, and ground granulated blast-furnace slag.

b. "Exposed to public view" means situated so that it can be seen from eye level from a public location after completion of the building. A public location is accessible to persons not responsible for operation or maintenance of the building.

c. "Chemical admixtures" are materials in the form of powder or fluids that are added to the concrete to give…