Attachment G-1596603spc01of01.pdf

WORK ORDER NO. 1596603

APPROPRIATION: MCA

SPECIFICATIONS

FINAL SUBMITTAL – 12/18/2019

Volume 1 of 2

CAAA Explosive Railcar Holding Yard (Project Number: P-447)

At

Naval Support Activity Crane Railcar - PW7533 & DLA - PW7534

Crane, IN

SUBMITTED BY:

Jacobs/Ewing Cole - A Joint Venture 501 N. Broadway

St. Louis, MO 63102 A/E Contract Number: N62473-18-D-5801

PREPARED BY:

Survey: Martin James, PS, Bledsoe Riggert Cooper James Geotechnical: Michael Wigger, PE Earth Explorati on, Inc.

Civil: Matthew Powell, PE, Jacobs Railcar George Paulsen, PE, Jacobs Structural: Jonah Sprehe, PE, Jacobs Architectural: Laura Vierrether, AIA, Jacobs Fire Protection: Jason Foulk, PE, Jacobs Plumbing: Aaron Backs, PE, Jacobs Thomas Bice, PE, Jacobs Mechanical: James Moler, PE, Jacobs Electrical: Richard Kurzawa, PE, Jacobs Lightning Protection: David Throm, PE, Jacobs Telecom: Scott Hansberry, RCDD, Jacobs Off-Site Fiber: Anthony Zeloyle, PE, Jacobs Explosive Site Safety: Noah Weinberg, Jacobs

APPROVED BY:

For Commander, NAVFAC Mid-Atlantic Engineering Director: James E. Donahue, R.A.

CI Core – North Region

P447 NAVFAC Railcar W9Y21001

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 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 30 01.00 22 DESIGN, PROCUREMENT, AND INSTALLATION OF FURNITURE,

FIXTURES, AND EQUIPMENT

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

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

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

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

02 41 00 DEMOLITION

02 82 00 ASBESTOS ABATEMENT

02 83 00 LEAD ABATEMENT

02 84 16 HANDLING OF UNIVERSAL WASTE

02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs)

DI VI SI ON 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 UNIT MASONRY

DI VI SI ON 05 - METALS

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILINGS

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

06 10 00 ROUGH CARPENTRY

PROJECT TABLE OF CONTENTS Page 1

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

06 64 00 PLASTIC PANELING

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

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 41 13 METAL ROOF PANELS

07 42 13 METAL WALL PANELS

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTICAL CEILINGS

09 67 23.13 STANDARD RESINOUS FLOORING

09 90 00 PAINTS AND 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 88 00 SCALES

DI VI SI ON 11 - EQUI PMENT

11 13 19.13 LOADING DOCK LEVELERS

DI VI SI ON 12 - FURNI SHI NGS

12 24 13 ROLLER WINDOW SHADES

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 34 19 METAL BUILDING SYSTEMS

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

PROJECT TABLE OF CONTENTS Page 2

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

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

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 09 53.00 20 SPACE TEMPERATURE CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 44 00 RADIOLOGICAL SERVICES

23 54 19 BUILDING HEATING SYSTEMS, WARM AIR

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11.00 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

UTILITY MONITORING AND CONTROL SYSTEM ONLY ADVANCED METER

INFRASTRUCTURE (AMI)

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS FIRE

LIFE SAFETY FIRE ALARM REPORTING SYSTEM

DI VI SI ON 26 - ELECTRI CAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 12 21 SINGLE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 27 14.00 20 ELECTRICITY METERING

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

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

28 31 63.00 20 ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

DI VI SI ON 31 - EARTHWORK

31 05 21 GEOGRID SOIL REINFORCEMENT

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

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

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 15 00 AGGREGATE SURFACING

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

PROJECT TABLE OF CONTENTS Page 3

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

DI VI SI ON 33 - UTI LI TI ES

33 05 23 TRENCHLESS UTILITY INSTALLATION

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 31 23.00 10 SANITARY SEWER FORCE MAIN PIPING

33 32 13.13 PACKAGED SEWAGE LIFT STATIONS, WET WELL TYPE

33 40 00 STORM DRAINAGE UTILITIES

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DI VI SI ON 34 - TRANSPORTATI ON

34 11 00 RAILROAD TRACK AND ACCESSORIES

34 11 19.00 20 WELDING CRANE AND RAILROAD RAIL - THERMITE METHOD

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

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:

VOLUME 1 DEFENSE LOGISTICS AGENCY (DLA)

NAVFAC DISCIPLINE/ SHEET TITLE

DWG NO. SHEET ID

DLA GENERAL

12805178 G0001 COVER AND SHEET INDEX (VOLUME 1)

12805179 G0011 NOTES AND SYMBOLS

12805180 G1011 HAUL ROUTE

12805181 G1021 LIFE SAFETY PLAN AND CODE ANALYSIS

12805182 G1031 OPERATIONS BUILDING AIR BARRIER DIAGRAMS

DLA SURVEY

12805183 V1011 EXISTING CONDITIONS / SURVEY

12805184 V1021 EXISTING CONDITIONS / SURVEY

12805185 V1031 EXISTING CONDITIONS / SURVEY

12805186 V1041 EXISTING CONDITIONS / SURVEY

12805187 V1051 EXISTING CONDITIONS / SURVEY

DLA BORING LOGS

12805188 B1011 BORING LOGS

12805189 B1021 BORING LOGS

12805190 B1031 BORING LOGS

12805191 B1041 BORING LOGS

12805192 B1051 BORING LOGS

12805193 B1061 BORING LOGS

12805194 B1071 BORING LOGS

12805195 B1081 BORING LOGS

12805196 B1091 BORING LOGS

12805197 B1101 BORING LOGS

12805198 B1111 BORING LOGS

DLA CIVIL

12805199 C0011 NOTES, SYMBOLS, AND ABBREVIATIONS

12805200 C1011 DEMOLITION PLAN

12805201 C1111 OVERALL SITE PLAN

12805202 C1121 SITE LAYOUT PLAN

12805203 C1131 SITE LAYOUT PLAN

12805204 C1141 SITE LAYOUT PLAN

12805205 C1151 SITE LAYOUT PLAN

12805206 C1161 SITE LAYOUT PLAN

12805207 C1211 SITE GRADING AND DRAINAGE PLAN

DOCUMENT 00 01 15 Page 1

12805208 C1311 EROSION CONTROL PLAN

12805209 C1411 SITE UTILITY PLAN

12805210 C2011 WATER LINE PROFILES

12805211 C2021 WATER LINE PROFILES

12805212 C2031 WATER LINE PROFILES

12805213 C2041 WATER LINE PROFILES

12805214 C2051 STORM SEWER PROFILES

12805215 C5011 WATER LINE CONNECTION DETAILS

12805216 C5021 BIORETENTION BASIN DETAILS

12805217 C5031 DETENTION BASIN DETAILS

12805218 C5041 DETENTION BASIN DETAILS

12805219 C5051 DETAILS

12805220 C5061 DETAILS

12805221 C5071 DETAILS

12805222 C5081 DETAILS

12805223 C5091 DETAILS

12805224 C5101 DETAILS

12805225 C5111 DETAILS

12805226 C5121 DETAILS

12805227 C5131 LIFT STATION DETAILS

12805228 C5141 LIFT STATION DETAILS

DLA STRUCTURAL

12805229 S0011 NOTES, SYMBOLS, AND ABBREVIATIONS

12805230 S0021 NOTES, SYMBOLS, AND ABBREVIATIONS

12805231 S1011 BUILDING FOUNDATION PLANS

12805232 S1021 CANOPY FOUNDATION PLAN, SECTIONS, AND DETAILS

12805233 S1211 BUILDING ROOF FRAMING PLANS

12805234 S1221 LOADING RAMP PLAN, SECTIONS, AND DETAILS

12805235 S2011 BUILDING ELEVATIONS

12805236 S5011 TYPICAL DETAILS

12805237 S5021 TYPICAL DETAILS

12805238 S5031 TYPICAL DETAILS

12805239 S5101 SECTIONS AND DETAILS

DLA ARCHITECTURAL

12805240 A0011 NOTES, SYMBOLS, AND ABBREVIATIONS

12805241 A1011 FLOOR PLANS

12805242 A1021 CANOPY PLANS AND LOADING RAMP

12805243 A1111 REFLECTED CEILING PLAN

12805244 A1211 ROOF PLAN

12805245 A2011 EXTERIOR ELEVATIONS

12805246 A2021 EXTERIOR ELEVATIONS

12805247 A3011 BUILDING SECTIONS

12805248 A4011 INTERIOR ELEVATIONS

12805249 A4111 INTERIOR DETAILS

12805250 A4121 INTERIOR DETAILS

12805251 A5011 WALL SECTIONS

12805252 A5021 WALL SECTIONS

12805253 A5111 EXTERIOR DETAILS

12805254 A6011 SCHEDULES

12805255 A7011 PARTITION TYPES AND DETAILS

12805256 A7111 DETAILS

12805257 A7121 DETAILS

DLA INTERIORS

12805258 I1011 FURNITURE, FIXTURES, AND EQUIPMENT PLAN

12805259 I2011 SIGNAGE DIAGRAMS AND SCHEDULES

12805260 I2021 SIGNAGE DETAILS

DOCUMENT 00 01 15 Page 2

DLA FIRE PROTECTION

12805261 F0011 NOTES, SYMBOLS, AND ABBREVIATIONS

12805262 F1011 FLOOR PLANS

12805263 F5011 DETAILS, RISER DIAGRAMS, AND LOGIC MATRICES

DLA PLUMBING

12805264 P0011 NOTES, SYMBOLS, AND ABBREVIATIONS

12805265 P1011 FLOOR PLANS

12805266 P5011 DETAILS

DLA MECHANICAL

12805267 M0011 NOTES, SYMBOLS, AND ABBREVIATIONS

12805268 M1011 FLOOR PLANS

12805269 M5011 DETAILS

12805270 M6011 SCHEDULES

12805271 M7011 SEQUENCE OF OPERATIONS AND CONTROL DIAGRAMS

DLA ELECTRICAL

12805272 E0011 SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

12805273 E1001 OVERALL SITE PLAN

12805274 E1011 LIGHTING PLANS

12805275 E1021 POWER PLANS

12805276 E5011 DETAILS

12805277 E5021 LIGHTING DETAILS

12805278 E5031 OVERHEAD DETAILS

12805279 E6011 SINGLE LINE DIAGRAM

12805280 E7011 LIGHTING AND PANEL SCHEDULES

DLA TELECOMMUNICATIONS

12805281 T1001 OVERALL SITE PLAN

12805282 T1011 FLOOR PLANS AND CABINET ELEVATION

12805283 T4011 ENLARGED BUILDING 2 SITE PLAN

12805284 T5011 DETAILS

12805285 T5021 SITE DETAILS

12805286 T6011 ONE-LINE DIAGRAM

DLA OFF-SITE FIBER

12805287 O1001 OVERALL FIBER OPTIC CABLE EXTENSION PLAN

12805288 O1011 FIBER OPTIC CABLE EXTENSION PLAN

12805289 O1021 FIBER OPTIC CABLE EXTENSION PLAN

12805290 O1031 FIBER OPTIC CABLE EXTENSION PLAN

12805291 O1041 FIBER OPTIC CABLE EXTENSION PLAN

12805292 O1051 FIBER OPTIC CABLE EXTENSION PLAN

12805293 O1061 FIBER OPTIC CABLE EXTENSION PLAN

12805294 O1071 FIBER OPTIC CABLE EXTENSION PLAN

12805295 O1081 FIBER OPTIC CABLE EXTENSION PLAN

12805296 O1091 FIBER OPTIC CABLE EXTENSION PLAN

12805297 O1101 FIBER OPTIC CABLE EXTENSION PLAN

12805298 O1111 FIBER OPTIC CABLE EXTENSION PLAN

12805299 O1121 FIBER OPTIC CABLE EXTENSION PLAN

12805300 O1131 FIBER OPTIC CABLE EXTENSION PLAN

12805301 O5011 COMMUNICATION WOOD POLE AND DOWN GUY DETAILS

12805302 O5021 COMMUNICATION ADSS TERMINATION DETAILS

12805303 O5031 COMMUNICATION ADSS MAINTENANCE LOOP

12805304 O5041 COMMUNICATION ADSS SPLICE ASSEMBLY

12805305 O5051 HANDHOLE & TRENCH DETAILS

VOLUME 2 RAILCAR SITE (RAILCAR)

DOCUMENT 00 01 15 Page 3

RAILCAR GENERAL

12805310 G0002 COVER AND SHEET INDEX

12805311 G0012 NOTES

12805312 G1012 HAUL ROUTE

RAILCAR DEMOLITION

12805313 D0012 HAZARDOUS MATERIALS SUMMARY AND DEMOLITION NOTES

12805314 D1012 BUILDINGS B2703 AND B2943

12805315 D1022 BUILDINGS B3248 AND B3249

12805316 D1032 BUILDING B2704 FOUNDATION

RAILCAR SURVEY

12805317 V1012 EXISTING CONDITION / SURVEY

12805318 V1022 EXISTING CONDITION / SURVEY

12805319 V1032 EXISTING CONDITION / SURVEY

12805320 V1042 EXISTING CONDITION / SURVEY

RAILCAR BORING

12805321 B1012 BORING LOGS

12805322 B1022 BORING LOGS

12805323 B1032 BORING LOGS

12805324 B1042 BORING LOGS

12805325 B1052 BORING LOGS

RAILCAR CIVIL

12805326 C0012 NOTES, SYMBOLS AND ABBREVIATIONS

12805327 C1012 OVERALL DEMOLITION PLAN

12805328 C1022 DEMOLITION PLAN

12805329 C1032 DEMOLITION PLAN

12805330 C1042 DEMOLITION PLAN

12805331 C1112 OVERALL SITE AND UTILITY PLAN

12805332 C1122 SITE AND UTILITY PLAN

12805333 C1132 SITE AND UTILITY PLAN

12805334 C1142 SITE AND UTILITY PLAN

12805335 C1212 OVERALL SITE LAYOUT PLAN

12805336 C1222 SITE LAYOUT PLAN

12805337 C1232 SITE LAYOUT PLAN

12805338 C1242 SITE LAYOUT PLAN

12805339 C1252 SITE LAYOUT PLAN

12805340 C1312 OVERALL GRADING AND DRAINAGE PLAN

12805341 C1322 GRADING AND DRAINAGE PLAN

12805342 C1332 GRADING AND DRAINAGE PLAN

12805343 C1342 GRADING AND DRAINAGE PLAN

12805344 C1412 OVERALL EROSION CONTROL PLAN

12805345 C1422 EROSION CONTROL PLAN

12805346 C1432 EROSION CONTROL PLAN

12805347 C1442 EROSION CONTROL PLAN

12805348 C2012 WATER LINE PROFILES

12805349 C2022 STORM SEWER PROFILES

12805350 C2032 STORM SEWER PROFILES

12805351 C2042 STORM SEWER PROFILES

12805352 C2052 STORM SEWER PROFILES

12805353 C2062 STORM SEWER PROFILES

12805354 C5012 DETAILS

12805355 C5022 DETAILS

12805356 C5032 DETAILS

12805357 C5042 DETAILS

12805358 C5052 DETAILS

DOCUMENT 00 01 15 Page 4

12805359 C5062 DETAILS

12805360 C5072 DETAILS

12805361 C5082 DETAILS

12805362 C5092 DETAILS

12805363 C5102 DETAILS

RAILCAR RAILROAD

12805364 R0012 ABBREVIATIONS, SYMBOLS, AND OVERALL SCHEMATIC

12805365 R1012 PROPOSED TRACK TYPICAL SECTIONS

12805366 R1112 OVERALL TRACK PLAN

12805367 R1122 PROPOSED TRACKS

12805368 R1132 PROPOSED TRACKS

12805369 R1142 PROPOSED TRACKS

12805370 R1212 PROPOSED TRACK PROFILES

12805371 R1222 PROPOSED TRACK PROFILES

12805372 R1232 PROPOSED TRACK PROFILES

12805373 R1242 PROPOSED TRACK PROFILES

12805374 R1252 PROPOSED TRACK PROFILES

12805375 R1262 PROPOSED TRACK PROFILES

12805376 R1272 PROPOSED TRACK PROFILES

12805377 R1312 GEOMETRY TABLE

12805378 R1322 GEOMETRY TABLE

12805379 R1332 GEOMETRY TABLE

12805380 R1412 PROPOSED TRACK CROSS SECTIONS

12805381 R1422 PROPOSED TRACK CROSS SECTIONS

12805382 R1432 PROPOSED TRACK CROSS SECTIONS

12805383 R1442 PROPOSED TRACK CROSS SECTIONS

12805384 R1452 PROPOSED TRACK CROSS SECTIONS

12805385 R1462 PROPOSED TRACK CROSS SECTIONS

12805386 R1472 PROPOSED TRACK CROSS SECTIONS

12805387 R1482 PROPOSED TRACK CROSS SECTIONS

12805388 R1492 PROPOSED TRACK CROSS SECTIONS

12805389 R1502 PROPOSED TRACK CROSS SECTIONS

RAILCAR ELECTRICAL

12805390 E0012 NOTES, SYMBOLS, AND ABBREVIATIONS

12805391 E1002 SITE PLAN

12805392 E5012 DETAILS

12805393 E5022 DETAILS

12805394 E6012 SINGLE LINE DIAGRAM

12805395 E0013 LIGHTNING PROTECTION NOTES

12805396 E1003 OVERALL SITE AND UTILITY PLAN

12805397 E2013 ENLARGED PLAN AND ELEVATIONS

12805398 E2023 ELEVATIONS AND NOTES

12805399 E2033 ELEVATIONS

12805400 E5013 DETAILS

RAILCAR TELECOMMUNICATIONS

12805401 T1152 OVERALL SITE PLAN

12805402 T5122 DETAILS

12805403 T5132 SITE DETAILS

12805404 T5142 DETAILS

12805405 T6112 ONE-LINE DIAGRAMS

1.3 SUPPLEMENTARY DATA

These supplementary data may not be a part of the contract but is included for information.

DOCUMENT 00 01 15 Page 5

1.3.1 Inert Certificate

The existing "I" beam posts and welded gun barrels on the DLA site to be removed, cut and placed in a government (DLA) provided roll-off dumpster have been cleared from inert material. The certificate is attached to the section for record. DLA will haul off dumpster and dispose of barrels as required.

1.3.2 Hazardous Materials Surveys

Hazardous material surveys, not specified or indicated, has been obtained by the Government at the Railcar site. The data and surveys are available for examination by prospective bidders and can be provided by the Contracting Officer to the successful bidder after the award.

1.3.3 Boring Logs

Subsurface data, not specified or indicated, has been obtained by the Government at the two sites. The data and report are available for examination by prospective bidders and can be provided by the Contracting Officer to the successful bidder after the award.

-- End of Document --

DOCUMENT 00 01 15 Page 6

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

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

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Requests

Utility Connection Requests

Welding Permits

MEC-QAPP (Munitions and Explosives of Concern - Quality Assurance Project Plan); G

MPPEH (Material Penitentially Presenting Explosive Material Inspection Request); G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

This project includes work at two sites; the Railcar Site and a new DLA Site for Crane Army Ammunition Activity (CAAA) in NSA Crane, Crane, Indiana.

The Railcar Site will consist of the demolition of the existing buildings and site work, including but not limited to associated docks, ramps retaining walls, and rail track. It will include a new rail holding yard utilizing 15 existing turnout rail packages provided by the NSA Crane as defined in Spec Section 34 11 00 and associated site work including signage and paving marking along Highway 58. Site work will also include methods used to identify and manage recovered MEC/MPPEH and radiological items.

The new DLA site will consist of a new operations building, a new storage building with loading ramp and associated site work, including, but not limited to off-site fiber/support structures extending to Building 18.

NOTE: The existing radiation detector is to be relocated by the Contractor from the Railcar Site to the DLA Site. The work at these two sites will be as described in the attached documents.

1.2.2 Location

The work is located at the Naval Support Activity (NSA) Crane, Crane, Indiana, approximately as indicated. The exact location will be shown by

SECTION 01 11 00 Page 1 the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Buildings will be occupied during performance of work under this Contract.

The railcar buildings will be occupied while the DLA site is under construction. CO is responsible for sequencing the move. Occupancy notifications will be posted in a prominent location in the work area.

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

1.4 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.

1.5 ON-SITE PERMITS

1.5.1 Utility Outage Requests and Utility Connection Requests

Schedule work to minimize outages, For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Contracting officer. Schedule utility outages and connections to minimize disruptions to the Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

Submit requests for utility outages and connections in writing to the Contracting Officer for approval at least 15 calendar days in advance of the time required. In each request, state the system involved, area involved, approximate duration of outage and nature of work involved.

1.5.2 Welding Permits

ACTIVITY SUBMISSION DATE SUBMISSION FORM

Welding Permits 10 calendar days prior to work

Post permits at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted at project sites.

1.6 LOCATION OF UNDERGROUND UTILITIES

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

SECTION 01 11 00 Page 2 including contacting Indiana 811. Contact local utility locating service a minimum of 5 calendar 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 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.

1.6.1 Notification Prior to Excavation

a. Notify the Contracting Officer at least 5 calendar days prior to starting excavation work.

b. Prior to any excavation at the Railcar Site, the Contractor to provide a MEC-QAPP that details out the methods used to identify, manage, and dispose of recovered MEC/MPPEH. All methods to identify, manage, and dispose of MEC/MPPEH to be in compliance with the Explosives Safety Submission. The Contractor also to prepare a letter requesting approval for their Unexploded Ordinance (UXO) Technicians to perform inspection on MPPEH. The MEC-QAPP and request for UXO technicians to perform MPPEH inspection to be submitted to NAVFAC LANT for approval.

1.7 CRANE ARMY INFORMATION MANAGEMENT OFFICE (IMO) COORDINATION

REQUIREMENTS

1.7.1 Crane Army IMO, Base Communication, Base Security and/or Their Contractor Access

Allow Crane Army Information Management Office (IMO), Base Communication, Base Security, and/or their 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 Crane Army IMO 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 Crane Army IMO into the construction schedule to demonstrate a plan for maintaining the contract duration.

1.8 SALVAGE MATERIAL AND EQUIPMENT

Items designated on the drawings to be salvaged will be removed by the Government prior to work commencing at the respective project sites.

Notice to be provide to the Contracting Officer 15 days commencement at each site to confirm items have been removed.

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SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies shall be coordinated with the Contracting Officer.The project work will be phased with work beginning at the DLA site.

The new DLA site must be operational as approved by the Contracting Officer before beginning primary work at the Railcar site. Minor work such as tree removal may be scheduled at the Railcar site during the DLA site construction period if approved by the Contracting Officer.

A 15 calendar day time frame must be allotted for the Government to move out of the Railcar site into the DLA site with a 30 day advance notice and 15 day re-confirmation. The Railcar radiation detector must be relocated to the DLA Site and certified operational by the Contractor during this move out period.

b. The Railcar site area will remain in operation during the DLA site construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

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

d. Prior to any construction activities being performed, a surface and subsurface MEC clearance is to be conducted. Following the MEC clearance, UXO construction support to be utilized. The UXO construction support and MEC clearances to be performed in accordance with the approved Explosives Safety Submission and Munitions and Explosives of Concern Quality Assurance Project Plan.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

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

1.2.1.1 Subcontractors and Personnel Contacts

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

SECTION 01 14 00 Page 1

{To be confirmed current by NAVFAC PWD}

1.2.1.2 Identification Badges and Installation Access

Government shall provide passes to the contractor at no charge. Each employee shall retain their badge on their person at all times while at the NSA Crane. Employee identification shall not be substituted for the station required badge. Other badge or identification requirements may be spelled out in the Task Orders.

a. For employees or subcontractors requiring infrequent access to the Base, one day temporary passes MAY be authorized. Requests for temporary passes shall be submitted to the Contracting Officer's representative at least 5 days prior to base access.

To request 1 day visitor passes:

- A form Visit Request Form (SECNAV 5512/1 (APR 2014)) Access Form will need to be filled out and SIGNED by the individual needing a pass.

- Base Sponsor will be your contract's assigned Construction Manager (CM), Design Manager (DM), or Engineer Technician (ET).

- Forms missing information including but not limited to the Base Sponsor information will not be processed but will be returned for completion and resubmission.

- Forms for subcontractors shall be forwarded to the CM/DM/ET by the prime contractor. Forms must be received by the CM/DM/ET FIVE WORKING days ahead of the requested visit date so security can conduct a background check.

- A completed SECNAV 5512-1 Access Form is only valid for 90 days.

If it has been over 90 days a new signed SECNAV 5512-1 Form will need to be submitted by the individual.

- TWO forms of Government ID (driver's license (except as noted above), passport, social security card), vehicle registration, and proof of insurance must be provided for inspection at the time the pass is issued.

b. Due to the requirement to conduct background checks, requests for one day passes that are not submitted at least 5 working days prior may not be granted.

c. Badges must be displayed on the outermost garment above the waist at all times while on NSA Crane premises. The only exception would be while the contractor's personnel are engaged in work which could cause a safety hazard if the badge were worn while performing the work.

d. Lack of proper identification badge(s) shall result in denial of access to NSA Crane premises, resulting in a delay at the Contractor's expense.

e. Lost, misplaced, or stolen badges shall be reported immediately to the Contracting Officer's Security Officer and to the source of issue.

SECTION 01 14 00 Page 2

f. It is the General Contractor's, and all Subcontractor's, responsibility to collect and account for all identification badges issued to his/her personnel upon badge expiration date, termination of employment, or completion of contract. The General Contractor, and all Subcontractors, are required to return all badges to the source of issue and immediately notify the Contracting Officer's Security Officer. Furnish signed letters from the General Contractor and all Subcontractors, countersigned by the source of issue, stating that all identification badges have been returned."

1.2.1.2.1 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.2.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation and in vehicles 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.

1.2.2 Working Hours

Regular working hours must consist of a 10 hour period Monday through Friday, 6:30 a.m. to 4:30 p.m. excluding Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

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. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.2.4 Occupied Buildings

The Contractor may be working in and around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the area during the construction period.

Relocate movable furniture away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in their original locations upon completion of the work. Leave

SECTION 01 14 00 Page 3 attached equipment in place, and protect them against damage, or temporarily disconnect, relocate, protect, and reinstall them at the completion of the work.

The Government will remove and relocate other Government property in the areas of the buildings scheduled to receive work.

1.2.5 Utility Cutovers and Interruptions

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

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, communication service, electric service, air conditioning, heating, and fire alarm are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

d. 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.

1.2.6 Exclusionary Period

Tree removal must not be performed during the period 1 April to 30 September.

1.3 SECURITY REQUIREMENTS

Contract Clause "FAR 52.204-2, Security Requirements and Alternate II," "FAC 5252.236-9301, Special Working Conditions and Entry to Work Area."

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SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP-1110-1-8 (2009) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

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). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. 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. Costs shall be summarized and totals provided for each construction category.

1.3.2 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. Identify the cost for site work, and include incidental work to the 5 ft line. Identify costs for the building(s), and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.

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1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract. The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.

Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work.

Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.3.4 Schedule Requirements for HVAC TAB

Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be 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. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report shall 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 shall 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 contract requirements.

SECTION 01 20 00.00 20 Page 2

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. This data shall be compiled into a report and submitted to the Government. On completion of submittal review to ensure compliance with contract requirements, 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, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8 .

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 Construction Contracts and FAR 52.232-5, Payments Under Fixed-Price Construction Contracts. 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 shall include certification by Contractor and Quality Control (QC) Manager.

b. The Earned Value Report from the cost-loaded NAS, showing in detail:

the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract. Use NAVFAC Form 43300/54 on NAVFAC contracts when a Monthly Estimate for Voucher is required.

c. Updated Project Schedule and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

h. Materials on Site Report

i. Monthly Work-week Report

SECTION 01 20 00.00 20 Page 3

j. Solid Waste Disposal Report

1.5.2 Submission of Invoices

If DFARS Clause 5252.232-7006 is included in the contract, provide the documents listed in 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 shall be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, contract award date is the 7th of the month, the date of each monthly invoice shall be the 7th and the invoice shall be submitted by the 12th of the month.

1.5.3 Final Invoice

a. A final invoice shall 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 shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall 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 shall 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 32.503-6:

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

SECTION 01 20 00.00 20 Page 4

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 provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."

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 payment shall 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 lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Earned Value Report requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored on site at NSA Crane. Other locations are subject to written approval by the Contracting Officer.

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

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)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout for each active site the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view

SECTION 01 30 00 Page 1 location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 LIABILITY, during the entire period of performance under this contract.

Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.6.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction and on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance.

The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent.

The Contracting Officer may request proof of the superintendent's…