Attach 1 W9128F-22-R-0006 General Mitchell RTA - Specs.pdf

(NAME AND LICENSE)

ARCHITECTURAL

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

(NAME AND LICENSE)

CIVIL

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

(NAME AND LICENSE)

STRUCTURAL

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

(NAME AND LICENSE)

FIRE PROTECTION

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

(NAME AND LICENSE)

CATHODIC PROTECTION

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

(NAME AND LICENSE)

MECHANICAL

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

(NAME AND LICENSE)

MECHANICAL - FUELING

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

(NAME AND LICENSE)

ELECTRICAL

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

1/13/2022

THOMAS MOLLICA CP5163

1/13/2022

Bradley Coover 25374Alexander Ataiyan FP 1999 Raymond Weaver 46647-6

E-46490-6

NUMBER

A-2019042881

A. Whitener A-2019042881

General Mitchell MILCON Final Design - 100% 107341

RTA

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/11 LIST OF DRAWINGS

00 22 13.00 20 02/14 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

DIVISION 01 - GENERAL REQUIREMENTS

01 30 00 08/15 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 02/15 PROJECT SCHEDULE

01 33 00 08/18 SUBMITTAL PROCEDURES

01 33 00-A SUBMITTAL REGISTER

01 33 29 02/17 SUSTAINABILITY REPORTING

01 35 26 11/15 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 11/14 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16 QUALITY CONTROL

01 45 35 02/15 SPECIAL INSPECTIONS

01 45 35-A STATEMENT OF SPECIAL INSPECTIONS

01 45 35-B SCHEDULE OF SPECIAL INSPECTIONS

01 57 19 11/15 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 02/19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 05/19 CLOSEOUT SUBMITTALS

01 78 00-A DD FORM 1354 - 1

01 78 00-B DD FORM 1354 – 2

01 78 00-C DD FORM 1354 – 3

01 78 00-D DD FORM 1354 - 4

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

01 78 23.33 08/18 OPERATION AND MAINTENANCE MANUALS FOR AVIATION

FUEL SYSTEMS

01 91 00.15 02/19 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/1

DEMOLITION

02 61 13

02 82 00

02/1

11/1

EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

ASBESTOS REMEDIATION

02 84 16 04/0

HANDLING OF LIGHTING BALLASTS AND LAMPS

CONTAINING PCBs AND MERCURY

DIVISION

03 - CONCRETE

03 30 00

05/14

CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 11/15 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 08/18 STRUCTURAL STEEL

05 21 00 05/15 STEEL JOIST FRAMING

05 30 00 05/15 STEEL DECKS

05 44 00

05 50 13

05/17

PRE-ENGINEERED PRE-FABRICATED COLD-FORMED

STEEL ROOF TRUSSES

MISCELLANEOUS METAL FABRICATIONS

PROJECT TABLE OF CONTENTS Page 2

05 56 00 FALL ARRESTOR SYSTEM

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00

08/16

ROUGH CARPENTRY

06 41 16.00 10 08/10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 11 13 08/11 BITUMINOUS DAMPPROOFING

07 42 13 05/11 CHG 2 02/18 METAL WALL PANELS

07 60 00 05/17 FLASHING AND SHEET METAL

07 61 14.00 20 08/16 STEEL STANDING SEAM ROOFING

07 84 00 05/10 FIRESTOPPING

07 92 00 08/16 JOINT SEALANTS

DIVISION 08 OPENINGS

08 11 13 02/10 STEEL DOORS AND FRAMES

08 41 13 08/18 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 05/19 ALUMINUM WINDOWS

08 71 00 02/16 DOOR HARDWARE

08 81 00 05/19 GLAZING

108 91 00 05/11 METAL WALL LOUVERS

DIVISION 09 FINISHES

09 22 00 02/10 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/16 GYPSUM BOARD

09 30 10 08/17 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 08/17 ACOUSTICAL CEILINGS

09 67 23.13 11/15 STANDARD RESINOUS FLOORING

09 67 23.15 08/10 FUEL RESISTIVE RESINOUS FLOORING,3-COAT SYSTEM

09 68 00 11/17 CARPETING

09 90 00 05/11 PAINTS AND COATINGS

09 96 00 11/14 HIGH-PERFORMANCE COATINGS

09 97 13.17 02/10 THREE COAT EPOXY INTERIOR COATING OF WELDED STEEL

PETROLEUM FUEL TANKS

09 97 13.27 10/16 EXTERIOR COATING OF STEEL STRUCTURES

DIVISION 10 SPECIALTIES

10 14 00.20 08/17 INTERIOR SIGNAGE

10 21 13 08/17 TOILET COMPARTMENTS

10 26 00 08/17 WALL AND DOOR PROTECTION

10 28 13 08/17 TOILET ACCESSORIES

10 44 16 05/15 FIRE EXTINGUISHERS

10 51 13 05/11 METAL LOCKERS

PROJECT TABLE OF CONTENTS Page 3

DIVISION 11 - EQUIPMENT

11 53 00 05/11 LABORATORY EQUIPMENT AND FUMEHOODS

DIVISION 12 - FURNISHINGS

12 21 00 08/17 WINDOW BLINDS

12 31 00 11/14 MANUFACTURED METAL CASEWORK

12 36 00 08/18 COUNTERTOPS

12 48 13 08/17 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 11/11 METAL BUILDING SYSTEMS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 05/09 WET PIPE SPRINKLER SYSTEM, FIRE

PROTECTION

DIVISION 22 - PLUMBING

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 08/18 AIR SUPPLY, DISTRIBUTION, VENTILATION,

AND EXHAUST SYSTEMS

23 03 00.00 20 08/10 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.00 40 08/15 VIBRATION AND SEISMIC CONTROLS FOR

HVAC PIPING AND EQUIPMENT

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 02/13 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 02/19 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 02/19 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 11 25 11/08 FACILITY GAS PIPING

23 81 00.00 20 11/09 UNITARY AIR CONDITIONING EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS

25 10 10 02/19 UTILITY MONITORING AND CONTROL SYSTEM

(UMCS) FRONT END AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 00 00.00 20 07/06 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 08/08 APPARATUS INSPECTION AND TESTING

26 20 00 02/14 INTERIOR DISTRIBUTION SYSTEM

26 24 13 05/15 SWITCHBOARDS

26 28 01.00 10 10/07 COORDINATED POWER SYSTEM PROTECTION

26 32 15.00 10 10/07 DIESEL-GENERATOR SET STATIONARY

100-2500 KW, WITH AUXILIARIES

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 42 13.00 20 04/06 CATHODIC PROTECTION BY GALVANIC ANODES

PROJECT TABLE OF CONTENTS Page 4

26 42 19.00 20 04/06 CATHODIC PROTECTION BY IMPRESSED CURRENT

26 51 00 05/16 INTERIOR LIGHTING

26 56 00 05/13 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 64.00 10 08/09 FIRE DETECTION AND ALARM SYSTEM,

ADDRESSABLE

28 31 76 08/11 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

31 63 29 11/14 DRILLED CONCRETE PIERS AND SHAFTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 23 08/17 AGGREGATE BASE COURSES

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16 08/09 HOT-MIX ASPHALT (HMA) FOR ROADS

32 17 23 08/16 PAVEMENT MARKINGS

32 31 13.53 04/08 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 19 08/17 SEEDING

DIVISION 33 - UTILITIES

33 08 53 08/18 AVIATION FUEL DISTRIBUTION SYSTEM START-UP

33 08 53-A EQUIPMENT TESTS

33 08 53-B PERFORMANCE TESTING

33 08 55 08/19 FUEL DISTRIBUTION SYSTEM START-UP

(MILITARY SERVICE STATION)

33 08 55-A ATTACHMENT 1 EQUIPMENT TESTS

33 08 55-B ATTACHMENT 2 PERFORMANCE TESTING

33 09 53 08/18 AVIATION FUEL PUMP CONTROL AND

ANNUNCIATION SYSTEM

33 11 00 02/18 WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE AND CONTAINMENT DRAINS

33 31 23.00 10 08/18 SANITARY SEWER FORCE MAIN PIPING

33 32 16 08/16 PACKAGED UTILITY WASTEWATER PUMPING STATIONS

33 40 00 02/10 STORM DRAINAGE UTILITIES

33 51 15 08/19 NATURAL-GAS PIPELINES

33 52 10 11/18 FUEL SYSTEMS PIPING (SERVICE STATION)

33 52 23.15 11/18 POL SERVICE PIPING WELDING

33 52 43.11 08/18 AVIATION FUEL MECHANICAL EQUIPMENT

33 52 43.12 08/18 AVIATION FUEL PANTOGRAPHS

33 52 43.13 08/18 AVIATION FUEL PIPING

33 52 43.14 08/18 FUEL SYSTEM CONTROL VALVES

33 52 43.23 08/18 AVIATION FUEL PUMPS

33 52 43.28 08/18 FILTER SEPARATOR, AVIATION FUELING SYSTEM

33 52 80 02/10 LIQUID FUELS PIPELINE COATING SYSTEMS

33 56 10 05/19 FACTORY-FABRICATED FUEL STORAGE TANKS

33 56 19 05/15 FUEL IMPERMEABLE LINER SYSTEM

33 56 21.17 11/18 SINGLE WALL ABOVEGROUND FIXED ROOF

PROJECT TABLE OF CONTENTS Page 5

STEEL POL STORAGE TANK

33 56 21.18 11/18 SINGLE WALL POL TANK UNDERTANK

INTERSTITIAL SPACE

33 58 00 04/08 LEAK DETECTION FOR FUELING SYSTEMS

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.15 04/08 BRIDGE CRANES, OVERHEAD MANUAL, UNDER

RUNNING

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46 25 14 02/11 COALESCING OIL-WATER SEPARATORS

-- End of Project Table of Contents --

THIS PAGE INTENTIONALLY LEFT BLANK

PROJECT TABLE OF CONTENTS Page 6

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

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

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET NO. DESCRIPTION

GENERAL

G-000 COVER

G-001 SHEET INDEX 1

G-002 SHEET INDEX 2

G-003 GENERAL LEGEND AND ABBREVIATIONS

G-004 GENERAL NOTES

G-005 ACCESS & SAFETY PLAN

G-011 CONSTRUCTION PHASE 1 PLAN

G-012 CONSTRUCTION PHASE 2 PLAN

G-013 CONSTRUCTION PHASE 3 PLAN

G-014 CONSTRUCTION PHASE 4 PLAN

G-100 OVERALL FUEL FACILITY PLAN

CIVIL

V-100 OVERALL EXISTING CONDITIONS PLAN

V-101 EXISTING CONDITIONS PLAN - 1

V-102 EXISTING CONDITIONS PLAN - 2

V-103 EXISTING CONDITIONS PLAN - 3

DOCUMENT 00 01 15 Page 1

SHEET NO. DESCRIPTION

V-104 EXISTING CONDITIONS PLAN - 4

V-105 EXISTING CONDITIONS PLAN - 5

B-100 BORING LOCATION PLAN

B-601 BORING LOGS - 1

B-602 BORING LOGS - 2

B-603 BORING LOGS - 3

CD100 OVERALL DEMOLITION PLAN

CD101 DEMOLITION PLAN - 1

CD102 DEMOLITION PLAN - 2

CD103 DEMOLITION PLAN - 3

CD104 DEMOLITION PLAN - 4

CD105 DEMOLITION PLAN - 5

DOCUMENT 00 01 15 Page 2

SHEET NO. DESCRIPTION

CS100 OVERALL SITE PLAN

CS101 SITE LAYOUT PLAN - 1

CS102 SITE LAYOUT PLAN - 2

CS103 SITE LAYOUT PLAN - 3

CS104 SITE LAYOUT PLAN - 4

CS105 SITE LAYOUT PLAN - 5

CS110 COORDINATE POINTS TABLE

CS111 FUEL FACILITY ELECTRICAL STRUCTURE LOCATION PLAN

CS401 ENLARGED SITE PLAN - 1

CS501 CIVIL DETAILS - 1

CS502 CIVIL DETAILS - 2

CS503 CIVIL DETAILS - 3

CS504 CIVIL DETAILS - 4

CS505 CIVIL DETAILS - 5

CS506 CIVIL DETAILS - 6

CG001 EROSION AND SEDIMENT CONTROL PLAN - PHASE I

CG002 EROSION AND SEDIMENT CONTROL PLAN - PHASE II

CG003 EROSION AND SEDIMENT CONTROL DETAILS - 1

DOCUMENT 00 01 15 Page 3

SHEET NO. DESCRIPTION

CG004 EROSION AND SEDIMENT CONTROL DETAILS - 2

CG010 SOIL IMPROVEMENTS PLAN - NEW FUEL FACILITY

CG101 GRADING AND DRAINAGE PLAN - 1

CG102 GRADING AND DRAINAGE PLAN - 2

CG103 GRADING AND DRAINAGE PLAN - 3

CG104 GRADING AND DRAINAGE PLAN - 4

CG105 GRADING AND DRAINAGE PLAN - 5

CG110 GRADING COORDINATE POINTS TABLE

CG111 FUEL FACILITY STORMWATER BMP PLAN

CG401 ENLARGED GRADING AND DRAINAGE PLAN -1

CG410 GRADING POINT AND STRUCTURE TABLES

CG501 GRADING AND DRAINAGE DETAILS - 1

CG502 GRADING AND DRAINAGE DETAILS - 2

CU101 UTILITY PLAN - 1

CU102 UTILITY PLAN - 2

CU103 UTILITY PLAN - 3

CU104 UTILITY PLAN - 4

CU105 UTILITY PLAN - 5

CU301 CONTAINMENT DRAIN PROFILES - 1 OF 3

CU302 CONTAINMENT DRAIN PROFILES - 2 OF 3

CU303 CONTAINMENT DRAIN PROFILES - 3 OF 3

CU304 STORM DRAIN PROFILES - 1 OF 2

CU305 STORM DRAIN PROFILES - 2 OF 2

CU306 FUEL PROFILES - 1 OF 3

CU307 FUEL PROFILES - 2 OF 3

DOCUMENT 00 01 15 Page 4

SHEET NO. DESCRIPTION

CU308 FUEL PROFILES - 3 OF 3

CU309 SANITARY PROFILES

CU401 ENLARGED UTILITY PLAN - 1

CU501 CIVIL UTILITY DETAILS - 1

CU502 CIVIL UTILITY DETAILS - 2

CU503 CIVIL UTILITY DETAILS - 3

CU504 CIVIL UTILITY DETAILS - 4

CU505 CIVIL UTILITY DETAILS - 5

CU506 CIVIL UTILITY DETAILS - 6

CU507 CIVIL UTILITY DETAILS - 7

CU508 CIVIL UTILITY DETAILS - 8

LS401 FUEL FACILITY LANDSCAPE PLAN

LS501 LANDSCAPING DETAILS

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 LEGENDS AND ABBREVIATIONS

S-003 STATEMENT OF SPECIAL INSPECTIONS - SHEET 1

S-004 STATEMENT OF SPECIAL INSPECTIONS - SHEET 2

S-005 STATEMENT OF SPECIAL INSPECTIONS - SHEET 3

S-006 OVERALL STRUCTURAL LAYOUT - ALL BID OPTIONS EXCLUDED

S-006A OVERALL STRUCTURAL LAYOUT - ALL BID OPTIONS INCLUDED

S-101 TANK CONTAINMENT AREA - FOUNDATION PLAN

S-102 TANK CONTAINMENT AREA - SLAB PLAN

S-103 PUMPHOUSE - FOUNDATION PLAN

S-104 PUMPHOUSE - FLOOR SLAB PLAN

S-105 PUMPHOUSE - PIPE SUPPORT PLAN

DOCUMENT 00 01 15 Page 5

SHEET NO. DESCRIPTION

S-106 PUMPHOUSE - CONTROL ROOM FRAMING PLAN

S-107 PUMPHOUSE - ROOF FRAMING PLAN

S-108 PUMPHOUSE - BRIDGE CRANE PLAN AND DETAILS

S-111 POL BUILDING - FOUNDATION PLAN

S-112 POL BUILDING - SLAB PLAN

S-113 POL BUILDING - ROOF FRAMING PLAN

S-114 POL BUILDING - WIND ISOMETRIC

S-121 TRUCK OFFLOAD AND REFUELER LOAD STATIONS -

FOUNDATION AND SLAB PLAN

S-121A FOUNDATION AND SLAB PLAN - COMBINED BASE BID AND BID OPTION

S-122 TRUCK OFFLOAD AND REFUELER LOAD STATIONS -

CANOPY FRAMING PLAN

S-123 REFUELER PARKING - FOUNDATION AND SLAB PLAN

S-123A REFULER PARKING - FOUNDATION AND SLAB PLAN - COMBINED BASE

BID AND BID OPTION

S-124 REFUELER PARKING - CANOPY FRAMING PLAN

S-125 MILITARY SERVICE STATION - FOUNDATION AND SLAB PLAN

S-128 MILITARY SERVICE STATION - TANK CONTAINMENT PAD

S-129 REMOTE SPILL CONTAINMENT BASIN - PLANS

S-130 OWS - TOP SLAB PLAN AND DETAILS

S-131 PRODUCT RECOVERY TANK - SLAB PLAN

S-132 MISCELLANEOUS STRUCTURES

S-201 PUMPHOUSE SECTIONS AND ELEVATIONS - SHEET 1

S-202 PUMPHOUSE SECTIONS AND ELEVATIONS - SHEET 2

S-203 PUMPHOUSE MASONRY WALL ELEVATIONS - SHEET 1

S-204 PUMPHOUSE MASONRY WALL ELEVATIONS - SHEET 2

S-205 POL BUILDING ELEVATIONS - SHEET 1

DOCUMENT 00 01 15 Page 6

SHEET NO. DESCRIPTION

S-206 POL BUILDING ELEVATIONS - SHEET 2

S-207 TRUCK OFFLOAD AND REFUELER LOAD STATIONS -

CANOPY ELEVATIONS - SHEET 1

S-208 TRUCK OFFLOAD AND REFUELER LOAD STATIONS -

CANOPY ELEVATIONS - SHEET 2

S-209 REFUELER PARKING - CANOPY ELEVATIONS - SHEET 1

S-210 REFUELER PARKING - CANOPY ELEVATIONS - SHEET 2

S-501 STANDARD STRUCTURAL DETAILS - SHEET 1

S-502 STANDARD STRUCTURAL DETAILS - SHEET 2

S-503 STANDARD STRUCTURAL DETAILS - SHEET 3

S-511 TANK FOUNDATION - PLAN AND SECTIONS

S-512 TANK FOUNDATION - SECTIONS AND DETAILS

S-513 CONTAINMENT AREA - SECTIONS AND DETAILS - SHEET 1

S-514 CONTAINMENT AREA - SECTIONS AND DETAILS - SHEET 2

S-515 CONTAINMENT AREA - SECTIONS AND DETAILS - SHEET 3

S-521 FOUNDATION DETAILS - SHEET 1

S-522 FOUNDATION DETAILS - SHEET 2

S-523 FOUNDATION DETAILS - SHEET 3

S-524 FOUNDATION DETAILS - SHEET 4

S-525 FOUNDATION DETAILS - SHEET 5

S-526 FOUNDATION DETAILS - SHEET 6

S-527 FOUNDATION DETAILS - SHEET 7

S-528 STEEL FRAMING DETAILS - SHEET 1

S-529 STEEL FRAMING DETAILS - SHEET 2

DOCUMENT 00 01 15 Page 7

SHEET NO. DESCRIPTION

S-531 HPV AND LPD PITS - PLAN AND SECTION

S-532 REMOTE SPILL CONTAINMENT BASIN -

SECTIONS AND DETAILS

S-533 OWS HOLD-DOWN SLAB - DETAILS

S-534 LIGHTPOLE FOUNDATION DETAILS

S-535 STANDARD MASONRY DETAILS - SHEET 1

S-536 STANDARD MASONRY DETAILS - SHEET 2

S-541 STAIRS AND PLATFORMS - PLANS AND SECTIONS - SHEET 1

S-542 STAIRS AND PLATFORMS - PLANS AND SECTIONS - SHEET 2

S-543 STAIRS AND PLATFORMS - PLANS AND SECTIONS - SHEET 3

S-544 STAIRS AND PLATFORMS - PLANS AND SECTIONS - SHEET 4

S-545 STAIRS AND PLATFORMS - DETAILS - SHEET 1

S-546 STAIRS AND PLATFORMS - DETAILS - SHEET 2

S-551 PIPE SUPPORT DETAILS - SHEET 1

S-552 PIPE SUPPORT DETAILS - SHEET 2

S-553 PIPE SUPPORT DETAILS - SHEET 3

S-554 PIPE SUPPORT DETAILS - SHEET 4

S-555 PIPE SUPPORT DETAILS - SHEET 5

S-556 PIPE SUPPORT DETAILS - SHEET 6

ARCHITECTURAL

AG001 ARCHITECTURAL LEGEND & ABBREVIATIONS

AL111 PUMP HOUSE LIFE SAFETY PLAN

AL121 OPS BUILDING LIFE SAFETY PLAN

A-111 PUMP HOUSE FLOOR PLAN

A-112 PUMP HOUSE ROOF AND REFLECTED CEILING PLANS

A-121 OPS BUILDING FLOOR PLAN

A-122 OPS BUILDING ROOF PLAN

DOCUMENT 00 01 15 Page 8

SHEET NO. DESCRIPTION

A-123 OPS BUILDING REFLECTED CEILING PLAN

A-211 PUMP HOUSE EXTERIOR ELEVATIONS

A-221 OPS BUILDING EXTERIOR ELEVATIONS

A-311 PUMP HOUSE BUILDING SECTIONS

A-321 OPS BUILDING SECTIONS

A-351 PUMP HOUSE WALL SECTIONS

A-361 OPS BUILDING WALL SECTIONS

A-421 OPS BUILDING ENLARGED PLANS

A-422 OPS BUILDING CASEWORK ELEVATIONS

A-423 OPS BUILDING ENLARGED TOILET PLANS

A-424 OPS BUILDING TOILET ELEVATIONS

A-501 EXTERIOR WALL DETAILS

A-502 DOOR DETAILS

A-503 WINDOW & LOUVER DETAILS

A-504 CEILING DETAILS

A-505 INTERIOR DETAILS

A-506 INTERIOR DETAILS

A-507 MILLWORK DETAILS

A-611 PUMP HOUSE SCHEDULES

A-621 OPS BUILDING DOOR SCHEDULE

A-661 OPS BUILDING WINDOW & LOUVER SCHEDULE

A-721 OPS BUILDING ROOM FINISH SCHEDULE

CATHODIC

PROTECTION

CP101 CATHODIC PROTECTION SITE PLAN - 1

CP102 CATHODIC PROTECTION SITE PLAN - 2

CP103 CATHODIC PROTECTION SITE PLAN - 3

DOCUMENT 00 01 15 Page 9

SHEET NO. DESCRIPTION

CP104 CATHODIC PROTECTION SITE PLAN - 4

CP501 DETAIL - CATHODIC PROTECTION DETAILS 1

CP502 DETAIL - CATHODIC PROTECTION DETAILS 2

CP503 DETAIL - CATHODIC PROTECTION DETAILS 3

CP504 DETAIL - CATHODIC PROTECTION DETAILS 4

CP505 DETAIL - CATHODIC PROTECTION DETAILS 5

MECHANICAL

MF001 MECHANICAL LEGEND

MF002 MECHANICAL ABBREVIATIONS & GENERAL NOTES

MF010 FLOW DIAGRAM - TYPE III HYDRANT SYSTEM

MF011 FLOW DIAGRAM - MILITARY SERVICE STATION

MF101 MECHANICAL FUELING SITE PLAN - 1

MF102 MECHANICAL FUELING SITE PLAN - 2

MF103 MECHANICAL FUELING SITE PLAN - 3

MF104 MECHANICAL FUELING SITE PLAN - 4

MF311 SECTIONS - TYPE III PUMPHOUSE - 1

MF312 SECTIONS - TYPE III PUMPHOUSE - 2

MF313 SECTION - TYPE III PUMPHOUSE - 3

MF314 SECTION - PRODUCT RECOVERY TANK

MF341 SECTIONS - TRUCK OFFLOAD POSITIONS 1 & 2

MF342 SECTIONS - TRUCK LOAD POSITIONS 1 & 2

AND HHT CHECKOUT

MF351 SECTIONS - MILITARY SERVICE STATION - 1

MF352 SECTIONS - MILITARY SERVICE STATION - 2

MF411 ENLARGED PLAN - TYPE III HYDRANT SYSTEM PUMP HOUSE

MF412 ENLARGED PLAN - PRODUCT RECOVERY TANK

MF431 ENLARGED PLAN - OPERATING STORAGE TANK 1

DOCUMENT 00 01 15 Page 10

SHEET NO. DESCRIPTION

MF432 ENLARGED PLAN - OPERATING STORAGE TANK 2

MF441 ENLARGED PLANS - TRUCK OFFLOAD POSITIONS 1 & 2

MF442 ENLARGED PLANS - TRUCK LOAD POSTIONS 1 & 2

AND HHT CHECKOUT

MF451 ENLARGED PLAN - MILITARY SERVICE STATION TANKS

MF452 ENLARGED PLAN - MILITARY SERVICE STATION TRUCK

OFFLOAD AND DISPENSERS

MF471 ENLARGED PLAN & SECTION - ISOLATION VALVE VAULT

MF501 DETAIL - TANK 1 PLAN, ELEVATION AND NOZZLE SCHEDULE

MF502 DETAIL - TANK 2 PLAN, ELEVATION AND NOZZLE SCHEDULE

MF503 DETAIL - TANK APPURTENANCE DETAILS 1

MF504 DETAIL - TANK APPURTENANCE DETAILS 2

MF505 DETAIL - TANK APPURTENANCE DETAILS 3

MF506 DETAIL - TANK APPURTENANCE DETAILS 4

MF507 DETAIL - TANK APPURTENANCE DETAILS 5

MF508 DETAIL - TANK APPURTENANCE DETAILS 6

MF509 DETAIL - TANK APPURTENANCE DETAILS 7

MF510 DETAIL - TANK APPURTENANCE DETAILS 8

MF511 DETAIL - TANK APPURTENANCE DETAILS 9

MF512 DETAIL - MECHANICAL PIPING DETAILS 1

MF513 DETAIL - MECHANICAL PIPING DETAILS 2

MF514 DETAIL - MECHANICAL PIPING DETAILS 3

MF515 DETAIL - MECHANICAL PIPING DETAILS 4

MF516 DETAIL - MECHANICAL PIPING DETAILS 5

MF517 DETAIL - MECHANICAL PIPING DETAILS 6

MF518 DETAIL - MECHANICAL PIPING DETAILS 7

MF519 DETAIL - PRT-1 PLAN, ELEVATION, AND NOZZLE SCHEDULE

MF520 DETAIL - MSS TANKS PLAN, ELEVATION, AND NOZZLE SCHEDULE

DOCUMENT 00 01 15 Page 11

SHEET NO. DESCRIPTION

MF521 DETAIL - OIL WATER SEPARATORS PLAN AND ELEVATION

(OWS-01)

MF601 P&ID - OPERATING STORAGE TANKS (F-24)

MF602 P&ID - PRODUCT RECOVERY TANK

MF603 P&ID - TYPE III PUMPHOUSE RECEIPT FILTRATION

MF604 P&ID - TYPE III PUMPHOUSE HYDRANT ISSUE PUMPS

AND ISSUE FILTRATION 1

MF605 P&ID - TYPE III PUMPHOUSE HYDRANT ISSUE PUMPS

AND ISSUE FILTRATION 2

MF606 P&ID - TYPE III PUMPHOUSE HYDRANT ISSUE

AND RETURN LINES

MF607 P&ID - JET FUEL TRUCK OFFLOADING

MF608 P&ID - TRUCK LOAD POSITIONS AND HHT CHECKOUT

MF609 P&ID - EXISTING HYDRANT LOOP

MF610 P&ID - MILITARY SERVICE STATION

MF611 P&ID - OIL WATER SEPARATOR OWS-01

MF612 P&ID - TYPICAL INSTRUMENTATION

MF700 SEQUENCE OF OPERATIONS - TYPE III HYDRANT

SYSTEM ISOMETRIC

MF701 SEQUENCE OF OPERATIONS - TYPE III

HYDRANT SYSTEM (1 OF 3)

MF702 SEQUENCE OF OPERATIONS - TYPE III

HYDRANT SYSTEM (2 OF 3)

MF703 SEQUENCE OF OPERATIONS - TYPE III

HYDRANT SYSTEM (3 OF 3)

MF705 SEQUENCE OF OPERATIONS - MILITARY SERVICE STATION

MF801 MECHANICAL EQUIPMENT SCHEDULES (1 OF 2)

MF802 MECHANICAL EQUIPMENT SCHEDULES (2 OF 2)

MH001 MECHANICAL HVAC NOTES, LEGEND,

SYMBOLS & ABBREVIATIONS

MH111 PUMPHOUSE - HVAC FLOOR PLAN

MH121 POL OPERATIONS BUILDING - HVAC FLOOR PLAN

MH201 AIRFLOW DIAGRAMS

MH501 HVAC DETAILS

DOCUMENT 00 01 15 Page 12

SHEET NO. DESCRIPTION

MH502 HVAC DETAILS

MH601 HVAC SCHEDULES

MH602 HVAC SCHEDULES

MH701 HVAC CONTROLS

MH702 HVAC CONTROLS

MH703 HVAC CONTROLS

MH704 HVAC CONTROLS

MH705 HVAC CONTROLS

MH706 HVAC CONTROLS

PLUMBING

P001 PLUMBING NOTES, LEGEND, SYMBOLS & ABBREVIATIONS

P111 PUMP HOUSE - PLUMBING UNDERGROUND FLOOR PLAN

P112 PUMP HOUSE - PLUMBING ABOVEGROUND FLOOR PLAN

P121 POL OPERATIONS BUILDING - PLUMBING

UNDERGROUND FLOOR PLAN

P122 POL OPERATIONS BUILDING - PLUMBING

ABOVEGROUND FLOOR PLAN

P211 PUMP HOUSE - PLUMBING RISER DIAGRAMS

P221 POL OPERATIONS BUILDING - PLUMBING RISER DIAGRAMS

P501 PLUMBING DETAILS

P502 PLUMBING DETAILS

P601 PLUMBING SCHEDULES

ELECTRICAL

E-001 ELECTRICAL LEGEND, ABBREVIATIONS & GENERAL NOTES

E-002 ELECTRICAL GENERAL NOTES AND LEGEND

E-003 ELECTRICAL GENERAL NOTES AND LEGEND

E-091 HAZARDOUS AREA CLASSIFICATION PLAN

E-092 HAZARDOUS AREA CLASSIFICATION DETAILS

DOCUMENT 00 01 15 Page 13

SHEET NO. DESCRIPTION

E-093 HAZARDOUS AREA CLASSIFICATION DETAILS

ED101 ELECTRICAL DEMO PLAN

ES101 ELECTRICAL SITE PLAN

ES102 DUCTBANK RISER PLAN

ES103 UTILITY CONNECTION PLAN

ES501 ELECTRICAL SITE DETAILS - 1 (DUCTBANKS & CONDUIT)

ES502 ELECTRICAL SITE DETAILS - 2

(UNDERGROUND STRUCTURES)

ES503 ELECTRICAL SITE DETAILS - 3 (ELEVATIONS)

ES504 ELECTRICAL SITE DETAILS - 4 (ELEVATIONS)

ES505 ELECTRICAL SITE DETAILS - 5 (ELEVATIONS)

EP411 PUMPHOUSE CONTROL ROOM POWER PLAN

EP412 PUMPHOUSE POWER PLAN

EP413 PUMPHOUSE HVAC POWER PLAN

EP421 POL OPS BUILDING (FCC) POWER PLAN

EP431 ENLARGED PLAN - JET FUEL STORAGE TANK 1

EP432 ENLARGED PLAN - JET FUEL STORAGE TANK 2

EP433 ENLARGED PLAN - PRT & STORAGE TANK

EP434 ENLARGED PLAN - OWS-1

EP441 TRUCK OFFLOAD POSITIONS 1 & 2 POWER PLAN

EP442 TRUCK REFUELER LOAD POSITIONS 1 & 2 POWER PLAN

EP451 ENLARGED PLAN - MILITARY SERVICE STATION AREA

EP452 ENLARGED PLAN - MSS STORAGE TANKS

EP453 ENLARGED PLAN - MSS FUEL ISLAND

EP461 REFUELER PARKING POWER PLAN

EP501 TYPICAL ELECTRICAL DETAILS

DOCUMENT 00 01 15 Page 14

SHEET NO. DESCRIPTION

EP521 POL OPS BUILDING (FCC) POWER DETAILS

EP601 PUMPHOUSE ONE-LINE DIAGRAM

EP602 CONTROL DIAGRAMS (FP, FTP, MOV)

EP603 EPDS WIRING DIAGRAM

EP604 CONTROL DIAGRAMS (PDP-1, LIGHTING, RECPT)

EP621 POL OPERATIONS BUILDING ONE-LINE DIAGRAM

EP641 TRUCK OFFLOAD DIAGRAMS

EP642 TRUCK LOAD DIAGRAMS

EP651 MSS DIAGRAMS - 1

EP652 MSS DIAGRAMS - 2

EP701 PANELBOARD SCHEDULES

EP702 SCHEDULES - POWER CIRCUITS & SPARES

EP721 POL OPS BUILDING (FCC) PANELBOARD SCHEDULES

EL101 SITE LIGHTING PLAN

EL411 PUMPHOUSE LIGHTING PLAN

EL421 POL OPS BUILDING (FCC) LIGHTING PLAN

EL431 JET FUEL STORAGE TANK 1 LIGHTING PLAN

EL432 JET FUEL STORAGE TANK 2 LIGHTING PLAN

EL441 TRUCK OFFLOAD & LOAD LIGHTING PLAN

EL461 REFUELER PARKING LIGHTING PLAN

EL501 LIGHTING FIXTURE DETAILS

EL521 POL OPS BUILDING (FCC)

LIGHTING DETAILS

DOCUMENT 00 01 15 Page 15

SHEET NO. DESCRIPTION

EL522 POL OPS BUILDING (FCC)

LIGHTING DETAILS

EL523 POL OPS BUILDING (FCC) LIGHTING

SCHEDULES

EG101 SITE GROUNDING PLAN

EG411 PUMPHOUSE GROUNDING PLAN

EG412 PUMPHOUSE LIGHTNING PROTECTION PLAN

EG421 POL OPS BUILDING (FCC)

GROUNDING PLAN

EG422 POL OPS BUILDING (FCC)

LIGHTNING PROTECTION PLAN

EG431 JET FUEL TANK 1 GROUNDING PLAN

EG432 JET FUEL TANK 2 GROUNDING PLAN

EG441 TRUCK OFFLOAD & LOAD GROUNDING PLAN

EG442 TRUCK OFFLOAD & LOAD LPS PLAN

EG451 MSS STORAGE TANKS AND OFFLOAD PUMPS

GROUNDING PLAN

EG453 MSS FUEL ISLAND GROUNDING PLAN

EG461 REFUELER PARKING LIGHTNING PROTECTION PLAN

EG501 TYPICAL GROUNDING DETAILS - 1

EG502 TYPICAL GROUNDING DETAILS - 2

EG503 TYPICAL LIGHTNING PROTECTION DETAILS

EG504 GROUNDING DETAILS

EG521 POL OPS BUILDING (FCC)

GROUNDING DETAILS

EG601 EMP GROUNDING AND BONDING DETAILS

EG621 POL OPS BUILDING (FCC)

GROUNDING RISER

EI501 TYPICAL PCP ELEVATION

EI502 INSTRUMENT DETAILS (MOV'S, ATG, ATG BACKBOARD)

EI503 TYPICAL TERMINAL BLOCK CONNECTIONS - 1

DOCUMENT 00 01 15 Page 16

SHEET NO. DESCRIPTION

EI504 TYPICAL TERMINAL BLOCK CONNECTIONS - 2

EI505 TYPICAL TERMINAL BLOCK CONNECTIONS - 3

EI506 GRAPHIC DISPLAY LAYOUT

EI601 CONTROL SYSTEM DIAGRAM

EI602 FUEL COMMS, ATG, & FMS RISER DIAGRAM

EI603 SYSTEM I-O - 1

EI604 SYSTEM I-O - 2

EI605 SYSTEM I-O - 3

EI701 CIRCUIT SCHEDULE-1

EI702 CIRCUIT SCHEDULE-2

EI703 CIRCUIT SCHEDULE-3

ET001 TELECOMMUNICATIONS GENERAL

NOTES, LEGEND AND ABBREVIATIONS

ET411 PUMPHOUSE COMMUNICATIONS PLAN

ET421 POL OPS BUILDING (FCC)

TELECOMMUNICATIONS PLAN

ET501 COMMUNICATIONS DETAILS

ET521 POL OPS BUILDING (FCC)

TELECOMMUNICATIONS DETAILS

ET522 POL OPS BUILDING (FCC)

TELECOMMUNICATIONS DETAILS

ET601 RISER DIAGRAM - OUTSIDE PLANT, DDC, & GEN CONTROLS

FIRE PROTECTION

FA001 FIRE ALARM NOTES, LEGEND AND ABBREVIATIONS

FA101 FIRE ALARM AND MASS NOTIFICATION PLAN

FA501 FIRE ALARM DETAILS

FA601 FIRE ALARM RISER

FA602 FIRE ALARM MATRIX - POL OPERATIONS BUILDING

FA603 FIRE ALARM MATRIX - PUMPHOUSE

FX001 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS

DOCUMENT 00 01 15 Page 17

SHEET NO. DESCRIPTION

FX101 FIRE SUPPRESSION PLAN

FX601 FIRE SUPPRESSION RISER

-- End of Document --

DOCUMENT 00 01 15 Page 18

DOCUMENT 00 22 13.00 20

SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

02/14

PART 1 GENERAL

1.1 CONTRACT LINE ITEMS

The terms Offeror and Bidder and versions thereof (offer/bid) have the same definition as used within this contract.

Provide the Contract Line Item (CLIN) lump sum price for the following items:

CONTRACT LINE ITEM PRICING SCHEDULE

BASIC ITEMS

ITEM

NO.

DESCRIPTION QUANTITY UNIT UNIT

PRICE

AMOUNT

0001 Pump House and Control Room: All work complete to provide Type III Pump House and associated POL Control Room.

1 Job XXX $____

0002 Fuel Storage Tanks: All work complete to provide two 420,000 gallon above ground storage tanks including all associated piping and equipment.

1 Job XXX $____

0003 POL Operations Building and Lab: All work complete to provide a POL Operations Building, including a Type C++ fuels lab.

Includes all associated equipment.

1 Job XXX $____

0004 Fuel Truck Fill Stand: All work complete to provide two (2) refueler loading systems that supports fuel loading including all associated equipment.

1 Job XXX $____

0005 Fuel Unloading Stand: All work complete to provide two packaged fuel offloading skids that supports fuel unloading including all associated equipment.

1 Job XXX $____

0006 MOGAS Fuel Storage Tank: All work complete to provide one 5,000 gallon UL2085 above ground fuel storage tank including concrete slab, catwalks, and associated appurtenances.

1 Job XXX $____

0007 DIESEL Fuel Storage Tank: All work complete to provide one 5,000 gallon UL2085 above ground fuel storage tank including concrete slab, catwalks, and associated appurtenances.

1 Job XXX $____

DOCUMENT 00 22 13.00 20 Page 1

CONTRACT LINE ITEM PRICING SCHEDULE

0008 Site Improvements: All work complete to provide site improvements including asphalt and concrete pavement, fencing, and gates.

1 Job XXX $____

0009 Civil Site Work: All work complete to provide civil site work including excavation and earthwork, utility requirements, and stormwater management.

1 Job XXX $____

0010 Site Electrical: All work complete to provide cathodic protection, building and site lighting, transformers, lightning protection, grounding, comms, EFSO systems.

Includes emergency generator.

1 Job XXX $____

0011 Mechanical Work: All work complete to provide for installing new piping between pumphouse, storage tanks, truck unloading positions, fill stands, and all other necessary locations. Includes all piping supports, valves, and necessary appurtenances.

1 Job XXX $____

0012 Demolition and Site Preparation: All work required to remove existing pavement, site clearing and grading.

1 Job XXX $____

TOTAL AMOUNT BASIC ITEMS 0001 THROUGH 0012 $ _________________

OPTION ITEMS

0013 Option 001: Load/Offload Equipment Canopy (2): All work complete to provide a separate canopy over each of the two fuel dispenser islands including foundation, lighting, roof drain system, lightning protection, and associated appurtenances.

1 Job XXX $____

0014 Option 002: Refueler Parking Spaces Canopy:

All work complete to provide a canopy over the refueler parking spaces including foundation, lighting, roof drain system, lightning protection, and associated appurtenances.

1 Job XXX $____

0015 Option 003: Automatic Tank Gauging (ATG):

All work complete to provide Automatic Tank Gauging System, excluding electrical connections, wiring, backboard and conduit.

1 Job XXX $____

0016 Option 004: Amount to Stockpile and Dispose of Contaminated Soil at the MILCON site if encountered.

100 Cubic Yard

(CY)

/CY

TOTAL AMOUNT OPTION ITEMS 0013 THROUGH 0016 $ _________________

DOCUMENT 00 22 13.00 20 Page 2

CONTRACT LINE ITEM PRICING SCHEDULE

TOTAL AMOUNT (ALL BASIC PLUS ALL OPTION ITEMS) $ _________________

1.2 GENERAL BID NOTES

a. The Government reserves the unilateral right to award CLIN 0013 through CLIN 0015 to the Contractor at the proposed price within 240 calendar days after the notice to proceed (NTP) has been given following contract award. CLIN 0016 (contaminated soil option) can be exercised anytime before or during the excavation of soil. A firm fixed proposed price is required for CLIN 0001 through CLIN0016. No provision is made for economic price adjustment. If Options are exercised, the contract completion date remains 778 calendar days after award of the contract.

b. Evaluation of Options (JUL 1990). Except when it is determined in accordance with FAR 17.206(b) Evaluation not to be in the Government's best interest, the Government will evaluate offers for award purposes by adding the price for the Option(s) to the total price for CLIN 0001. In accordance with FAR 52.217-5 Evaluation of Options, evaluation of options will not obligate the Government to exercise the Option(s).

c. The Government may reject an offer as nonresponsive if it is materially unbalanced as to prices for the basic requirement and the option quantities. An offer is unbalanced when it is based on prices significantly less than cost for some work and prices which are significantly overstated for other work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Document --

DOCUMENT 00 22 13.00 20 Page 3

THIS PAGE INTENTIONALLY LEFT BLANK

DOCUMENT 00 22 13.00 20 Page 4

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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G, AE

Progress and Completion Pictures; G, AE

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 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 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.

SECTION 01 30 00 Page 1

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 Wisconsin 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 with at least 5 of those years as a superintendent 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 qualifications at any point in the project if the performance of the superintendent is in question.

1.6.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.3 Project Manager

Assign a Project Manager with the responsibility for the overall management of the project. The Contracting Officer may request proof of the Project Manager's qualifications at any point in the project if the performance of the Project Manager is in question.

1.6.3.1 Project Manager Qualifications

The Project Manager must have a minimum 10 years experience as a Project Manager or Superintendent on projects of similar size and complexity.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject

SECTION 01 30 00 Page 2 of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION MEETINGCONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.8 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.8.1 Formal Partnering

Provide and host the Partnering sessions with key personnel of the Project Team, including Contractor personnel and Government personnel. Pay all costs associated with the Partnering effort including the Facilitator, the meeting room, and other incidental items. In exception, each participant bears their own costs for meals, lodging, and transportation associated with the Partnering sessions.

Before a Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards), and have these items available at the Partnering session. Provide copies of documents for distribution to all attendees. Provide a Facilitator experienced in conducting Partnering Workshops, and who is acceptable to both the Government and the Contractor. The Facilitator is responsible for leading the team in a timely manner and making sure that issues are identified and resolved. A list of Partnering Facilitators is available from the Contracting Officer.

a. Schedule the Initial Partnering Session for a duration of one day minimum. Locate this session at a place off the construction site, as agreed to by the Contracting Officer and the Contractor. It may take place concurrently with the Pre-Construction Meeting.

b. Schedule follow-on Partnering Session(s) for a maximum of 4 hours.

Schedule them at no more than 3 to six month intervals. Participants are encouraged to utilize electronic means to expedite meetings.

SECTION 01 30 00 Page 3

Meetings may be held at a location off-Base, at the project site, or in a Government Facility on Base. Follow-on meetings may be held concurrently with other scheduled meetings. Attendees need only be those required to resolve current issues. Recommend using the same Facilitator from the Initial Partnering session to achieve best results and for continuity.

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 30 00 Page 4

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

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.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

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 eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G, RO

Preliminary Project Schedule; G, RO

Initial Project Schedule; G, RO

Periodic Schedule Update; G, RO

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

SECTION 01 32 01.00 10 Page 1

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the Contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the Contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of design and construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Designers, Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

SECTION 01 32 01.00 10 Page 2

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission, review and acceptance of features require design completion Submission, review and acceptance of design packages.

c. Submission of mechanical/electrical/information systems layout drawings.

d. Long procurement activities

SECTION 01 32 01.00 10 Page 3

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

g. Submission and approval of DD1354 data and installed equipment lists.

h. Submission and approval of testing and air balance (TAB).

i. Submission of TAB specialist design review report.

j. Submission and approval of fire protection specialist.

k. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

s. Correction of punch list from Contractor's pre-final inspection.

t. Government's pre-final inspection.

u. Correction of punch list from Government's pre-final inspection.

v. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, acceptance, design reviews, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 . This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the QCS web site: http://rms.usace.army.mil .

SECTION 01 32 01.00 10 Page 4

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.6.1 Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

3.3.6.2 Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.

b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record);

ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE).

3.3.6.3 Area of Work Coding (AREA)

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or

SECTION 01 32 01.00 10 Page 5 craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings.

Activities cannot have more than one Work Area Code.

Not all activities are required to be Work Area coded. A lack of Work Area coding indicates the activity is not resource or space constrained.

3.3.6.4 Modification Number (MODF)

Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by…