W9128F-20-R-0079-Vol-2-Specs.pdf

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Attached to
General Billy Mitchell ANGB, WI Hydrant Fuel System Replacement Federal contract opportunity
Solicitation number
W9128F-20-R-0079
Issued by
Department of the Army Corps of Engineers Engineering District Omaha

About this file

This document outlines the requirements for a federal construction contract opportunity to construct a new consolidated fueling facility at General Billy Mitchell ANGB in Wisconsin. Key details include constructing aboveground fuel storage tanks, a pump house with control room, product recovery tank, POL operations building with laboratory, refueling vehicle parking, truck loading and unloading points, motor gas and diesel storage tanks, and supporting facilities. Drawings are available by emailing the listed POCs. The solicitation number is W9128F-20-R-0079 and was issued by the Department of the Army Corps of Engineers Engineering District Omaha. The response due date and award date are not specified.

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Question and Answer related to Projnet question 8737383.pdf PDF
W9128F20R0079-Drawings-Am-4.pdf PDF
02 41 00-Am4.pdf PDF
Amendment 0004 Modification Copy W9128F-20-R-0079.pdf PDF
Amendment 0004 Conformed Copy.pdf PDF
Amendment 0003 W9128F-20-R-0079.pdf PDF
W9128F20R0079-Vol-2-Specs-Am2.pdf PDF
Amendment 0002 W9128F-20-R-0079.pdf PDF
W9128F20R0079-Drawings-Am-2.pdf PDF
Bid Walk sign in list.pdf PDF
W9128F-20-R-0079am_0001 SPECS Chng.pdf PDF
Amendment 0001 W9128F-20-R-0079.pdf PDF
Site Walk and Visitor Access Instructions W9128F20R0079.pdf PDF
ARW Form 11 Visitor Access.pdf PDF
Solicitation Gen. Billy Mitchell W9128F-20-R-0079.pdf PDF
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SPECIFICATIONS

(For Construction)

SOLICITATION NO. W9128F-20-R-0079

POL FACILITIES REPLACEMENT

DESC2001

General Mitchell IAP, Wisconsin

JUNE 2020

VOLUME 2 OF 2 - TECHNICAL SPECIFIATIONS

DEFENSE LOGISTICS AGENCY PROJECT

IN PARTNERSHIP WITH

U.S. ARMY CORPS OF ENGINEERS

AND THE UNITED STATES AIR FORCE

This page was intentionally left blank for duplex printing.

00 10 00 – Page 1

SPECIFICATIONS FOR CONSTRUCTION OF

POL FACILITIES REPLACEMENT

DESC2001

GENERAL MITCHELL IAP, WISCONSIN

PROJECT TABLE OF CONTENTS

VOLUME 2 OF 2 - TECHNICAL SPECIFICATIONS (DIVISIONS 01 – 46)

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SEE VOLUME 1 OF 2 FOR DIVISION 00 SECTIONS

00 01 10 PROJECT TABLE OF CONTENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

Draft DD1354 TRANSFER AND ACCEPTANCE OF DOD REAL PROPERTY

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

E4025 ENGINEERING FORM E-4025 TRANSMITTAL FORM

REGISTER SUBMITTAL REGISTER

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 45 35-A SCHEDULE OF SPECIAL INSPECTIONS

01 45 35-B SCHEDULE OF SPECIAL INSPECTIONS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 23.33 OPERATION AND MAINTENANCE MANUALS FOR AVIATION FUEL SYSTEMS

01 78 36.00 24 WARRANTY OF CONSTRUCTION

01 78 39.00 24 AS-BUILT DRAWINGS

01 78 39.00 24AT MODIFICATIONS AND TITLE BLOCK EXAMPLES

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 82 00 ASBESTOS REMEDIATION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND

MERCURY

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

00 10 00 – Page 2

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 44 00 PRE-ENGINEERED PRE-FABRICATED COLD-FORMED STEEL ROOF TRUSSES

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 56 00 FALL ARRESTOR SYSTEM

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 67 23.13 STANDARD RESINOUS FLOORING

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

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

09 97 13.17 THREE COAT EPOXY INTERIOR COATING OF WELDED STEEL PETROLEUM FUEL

TANKS

09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

00 10 00 – Page 3

DIVISION 11 - EQUIPMENT

11 53 00 LABORATORY EQUIPMENT AND FUMEHOODS

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 31 00 MANUFACTURED METAL CASEWORK

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

13 34 20 PRE-ENGINEERED METAL CANOPIES

13 48 00 SEISMIC BRACING FOR MISCELLANEOUS EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

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

SYSTEMS

23 11 25 FACILITY GAS PIPING

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END AND

INTEGRATION

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH AUXILIARIES

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 13.00 20 CATHODIC PROTECTION BY GALVANIC ANODES

00 10 00 – Page 4

26 42 19.00 20 CATHODIC PROTECTION BY IMPRESSED CURRENT

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 63 29 DRILLED CONCRETE PIERS AND SHAFTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

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

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 01 50.60 CLEANING OF PETROLEUM STORAGE TANKS

33 08 53 AVIATION FUEL DISTRIBUTION SYSTEM START-UP

33 08 53-1 EQUIPMENT TESTS

33 08 53-2 PERFORMANCE TESTING

33 08 55 FUEL DISTRIBUTION SYSTEM START-UP (MILITARY SERVICE STATION)

33 08 55-1 EQUIPMENT TESTS

33 08 55-2 PERFORMANCE TESTING

33 09 53 AVIATION FUEL PUMP CONTROL AND ANNUNCIATION SYSTEM

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE AND CONTAINMENT DRAINS

33 31 23.00 10 SANITARY SEWER FORCE MAIN PIPING

33 32 16 PACKAGED UTILITY WASTEWATER PUMPING STATIONS

33 40 00 STORM DRAINAGE UTILITIES

33 51 15 NATURAL-GAS PIPELINES

33 52 10 FUEL SYSTEMS PIPING (SERVICE STATION)

33 52 23.15 POL SERVICE PIPING WELDING

33 52 43.11 AVIATION FUEL MECHANICAL EQUIPMENT

33 52 43.12 AVIATION FUEL PANTOGRAPHS

33 52 43.13 AVIATION FUEL PIPING

33 52 43.14 FUEL SYSTEM CONTROL VALVES

33 52 43.23 AVIATION FUEL PUMPS

33 52 43.28 FILTER SEPARATOR, AVIATION FUELING SYSTEM

33 52 80 LIQUID FUELS PIPELINE COATING SYSTEMS

33 56 10 FACTORY-FABRICATED FUEL STORAGE TANKS

33 56 19 FUEL IMPERMEABLE LINER SYSTEM

33 56 21.17 SINGLE WALL ABOVEGROUND FIXED ROOF STEEL POL STORAGE TANK

33 56 21.18 SINGLE WALL POL TANK UNDERTANK INTERSTITIAL SPACE

00 10 00 – Page 5

33 58 00 LEAK DETECTION FOR FUELING SYSTEMS

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.15 BRIDGE CRANES, OVERHEAD MANUAL, UNDER RUNNING

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46 25 14 COALESCING OIL-WATER SEPARATORS

-- End of Project Table of Contents --

POL Facilities Replacement, DESC2001, General Mitchell IAP, WI MT18

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 1

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 2

SHEET NO. DESCRIPTION

V-104 EXISTING CONDITIONS PLAN - 4

V-105 EXISTING CONDITIONS PLAN - 5

V-106 EXISTING CONDITIONS PLAN - 6

V-107 EXISTING CONDITIONS PLAN - 7

V-108 EXISTING CONDITIONS PLAN - 8

V-109 EXISTING CONDITIONS PLAN - 9

V-110 EXISTING CONDITIONS PLAN - 10

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

CD106 DEMOLITION PLAN - 6

CD107 DEMOLITION PLAN - 7

CD108 DEMOLITION PLAN - 8

CD109 DEMOLITION PLAN - 9

CD110 DEMOLITION PLAN - 10

CD901 DEMOLITION PHOTOS - 1

CD902 DEMOLITION PHOTOS - 2

CD903 DEMOLITION PHOTOS - 3

CD904 DEMOLITION PHOTOS - 4

DOCUMENT 00 01 15 Page 3

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

CS106 SITE LAYOUT PLAN - 6

CS110 COORDINATE POINTS TABLE

CS111 FUEL FACILITY ELECTRICAL STRUCTURE LOCATION PLAN

CS301 SOUTH ROAD PLAN & PROFILE - 1

CS302 SOUTH ROAD PLAN & PROFILE - 2

CS303 SOUTH ROAD PLAN & PROFILE - 3

CS304 SOUTH ROAD PLAN & PROFILE - 4

CS305 SOUTH ROAD PLAN & PROFILE - 5

CS306 SOUTH ROAD PLAN & PROFILE - 6

CS307 SOUTH ROAD PLAN & PROFILE - 7

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 4

CG004 EROSION AND SEDIMENT CONTROL DETAILS - 2

CG010 SOIL IMPROVEMENTS PLAN - NEW FUEL FACILITY

CG020 SOIL IMPROVEMENTS PLAN - EXISTING 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 5

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

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

S-106 PUMPHOUSE - CONTROL ROOM FRAMING PLAN

DOCUMENT 00 01 15 Page 6

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-122 TRUCK OFFLOAD AND REFUELER LOAD STATIONS -

CANOPY FRAMING PLAN

S-123 REFUELER PARKING - FOUNDATION AND SLAB PLAN

S-124 REFUELER PARKING - CANOPY FRAMING PLAN

S-125 MILITARY SERVICE STATION - FOUNDATION AND SLAB PLAN

S-126 MILITARY SERVICE STATION - CANOPY FRAMING PLAN

S-127 MILITARY SERVICE STATION -

PUMP PAD CANOPY FRAMING 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

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

DOCUMENT 00 01 15 Page 7

S-209 REFUELER PARKING - CANOPY ELEVATIONS - SHEET 1

S-210 REFUELER PARKING - CANOPY ELEVATIONS - SHEET 2

S-211 MILITARY SERVICE STATION -

CANOPY ELEVATIONS - SHEET 1

S-212 MILITARY SERVICE STATION -

CANOPY ELEVATIONS - SHEET 2

S-213 MILITARY SERVICE STATION -

PUMP PAD CANOPY ELEVATIONS - SHEET 1

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

S-530 STEEL FRAMING DETAILS - SHEET 3

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

DOCUMENT 00 01 15 Page 8

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

A-123 OPS BUILDING REFLECTED CEILING PLAN

A-211 PUMP HOUSE EXTERIOR ELEVATIONS

A-221 OPS BUILDING EXTERIOR ELEVATIONS

DOCUMENT 00 01 15 Page 9

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

CP104 CATHODIC PROTECTION SITE PLAN - 4

CP501 DETAIL - CATHODIC PROTECTION DETAILS 1

CP502 DETAIL - CATHODIC PROTECTION DETAILS 2

DOCUMENT 00 01 15 Page 10

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

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

DOCUMENT 00 01 15 Page 11

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 - MECHANICAL PIPING DETAILS 8

MF520 DETAIL - PRT-1 PLAN, ELEVATION, AND NOZZLE SCHEDULE

MF521 DETAIL - MSS TANKS PLAN, ELEVATION,

AND NOZZLE SCHEDULE

MF522 DETAIL - OIL WATER SEPARATORS PLAN AND ELEVATION

(OWS-01 AND OWS-02)

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

DOCUMENT 00 01 15 Page 12

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 SEPARATORS OWS-01 AND OWS-02

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

MH502 HVAC DETAILS

MH601 HVAC SCHEDULES

MH602 HVAC SCHEDULES

DOCUMENT 00 01 15 Page 13

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

E-093 HAZARDOUS AREA CLASSIFICATION DETAILS

ED101 ELECTRICAL DEMO PLAN

ES100 OVERALL SITE PLAN

DOCUMENT 00 01 15 Page 14

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 & OWS-2

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 &

OFFLOAD PUMPS

EP453 ENLARGED PLAN - MSS FUEL ISLAND

EP461 REFUELER PARKING POWER PLAN

EP501 TYPICAL ELECTRICAL DETAILS

EP521 POL OPS BUILDING (FCC) POWER DETAILS

EP601 PUMPHOUSE ONE-LINE DIAGRAM

EP601A PUMPHOUSE ONE-LINE DIAGRAM (BID OPTION 12)

DOCUMENT 00 01 15 Page 15

EP602 CONTROL DIAGRAMS (FP, FTP, MOV)

EP603 ZOOM

EP604 CONTROL DIAGRAMS (JP-1 & 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

EP653 MSS DIAGRAMS - 3

EP701 PANELBOARD SCHEDULES

EP702 SCHEDULES - POWER CIRCUITS & SPARES

EP721 POL OPS BUILDING (FCC) PANELBOARD SCHEDULES

EL101 SITE LIGHTING PLAN

EL104 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

EL451 MSS STORAGE TANKS AND OFFLOAD PUMPS

LIGHTING PLAN

EL461 REFUELER PARKING LIGHTING PLAN

EL501 LIGHTING FIXTURE DETAILS

EL521 POL OPS BUILDING (FCC)

LIGHTING DETAILS

EL522 POL OPS BUILDING (FCC)

LIGHTING DETAILS

EL523 POL OPS BUILDING (FCC) LIGHTING

SCHEDULES

EG101 SITE GROUNDING PLAN

DOCUMENT 00 01 15 Page 16

EG104 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

EG452 MSS CANOPIES LIGHTNING PROTECTION 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

EI504 TYPICAL TERMINAL BLOCK CONNECTIONS - 2

EI505 TYPICAL TERMINAL BLOCK CONNECTIONS - 3

EI506 GRAPHIC DISPLAY LAYOUT

DOCUMENT 00 01 15 Page 17

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

FX101 FIRE SUPPRESSION PLAN

FX601 FIRE SUPPRESSION RISER

-- End of Document --

DOCUMENT 00 01 15 Page 18

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

04/20

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.4 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR

PAYROLLS

1.5 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.6 COMPLETION OF WORK

1.7 CONTRACTOR PERFORMANCE EVALUATIONS

1.8 MANPOWER REPORTING

1.9 LIQUIDATED DAMAGES-CONSTRUCTION

1.10 EXCEPTION TO COMPLETION TIME AND LIQUIDATED DAMAGES

1.11 WINTER EXCLUSION PERIOD

1.12 ORDER OF WORK

1.13 CONTRACT DRAWINGS AND SPECIFICATIONS

1.13.1 SETS FURNISHED

1.13.2 DISTRIBUTION

1.13.3 NOTIFICATION OF DISCREPANCIES

1.13.4 OMISSIONS

1.14 SUBMITTALS

1.15 CONCURRENT CONSTRUCTION

1.16 PAYMENT

1.16.1 PROMPT PAYMENT ACT

1.16.2 PAYMENT FOR MATERIALS DELIVERED OFFSITE

1.17 AVAILABILITY OF UTILITY SERVICES

1.18 UTILITY SERVICE INTERRUPTIONS

1.19 DIGGING PERMITS AND ROAD CLOSINGS

1.20 QUANTITY SURVEYS

1.21 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.22 INSURANCE REQUIRED

1.23 SECURITY REQUIREMENTS

1.23.1 Contractor's Employee Identification

1.24 CONTRACTOR QUALITY CONTROL (CQC)

1.25 NONDOMESTIC CONSTRUCTION MATERIALS

1.26 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

1.27 AS-BUILT DRAWINGS

1.28 SIGN

1.29 EQUIPMENT ROOM DRAWINGS

1.30 CONTRACTOR FURNISHED EQUIPMENT DATA

1.31 ACCOMMODATIONS FOR GOVERNMENT INSPECTORS

1.32 ASBESTOS

SECTION 01 30 00.24 Page 1

1.33 PARTNERING

1.34 PROFIT

1.35 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

1.36 DRAWING SCALES

1.37 WAGE RATE APPLICATION

1.37.1 Building Schedule

1.37.2 Highway Schedule

1.37.3 Heavy Schedule

1.38 FEDERAL HOLIDAYS

1.39 BASE HOURS

1.40 REAL PROPERTY RECORD

1.40.1 Interim DD FORM 1354

1.40.2 Completed DD FORM 1354

PART 2 NOT USED

PART 3 NOT USED

ATTACHMENTS:

Draft DD FORM 1354

-- End of Section Table of Contents --

SECTION 01 30 00.24 Page 2

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

04/20

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section 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 310-1-6a (2006) Sign Standards Manual, VOL 1

EP 310-1-6b (2006) Sign Standards Manual, VOL 2, Appendices

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-300-08 (2009, with Change 2, 2011) Criteria for Transfer and Acceptance of DoD Real Property

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project includes constructing a new consolidated fuels facility to replace bulk fuel storage tanks, refueling vehicle parking, truck load and offload points, pump house, Petroleum, Oil, and Lubricants (POL) operations building, spill containment systems, and supporting facilities.

1.2.2 Location

The work is located at General Mitchell IAP, Wisconsin. The exact location is shown on the drawings.

1.3 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

In accordance with FAR 31.105(d)(2)(i)(b), for the predetermined schedule of construction equipment use rates, use Engineer Pamphlet (EP) 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule - Region IV.

Copies of each regional schedule may be obtained through the following internet site:

https://www.publications.usace.army.mil/USACE-Publications/Engineer-Pamphlets/ on pages 10 and 11 of 13.

SECTION 01 30 00.24 Page 3

1.4 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS

a. The Contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

b.The Contractor is responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the Contractor to comply with the Wage Rate Requirements statute. When the Contractor uses an electronic payroll system, use the electronic payroll service used by the Contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract. The electronic payroll service must be capable of preserving these payrolls and related basic records for the required three years after contract completion. The Contractor must obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of the construction contract.

(c) The Contractor's provision and use of an electronic payroll processing system must meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the FAR;

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract;

(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export into an Excel spreadsheet to be imported into the contractor's mode of Resident Management System 3.0;

(5) demonstrated security of data and data entry rights;

(6) ability to produce Contractor-certified electronic versions of weekly payroll data;

(7) ability to identify erroneous entries and track the data/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;

(8) capable of generating a durable record copy in a Compact Disc (CD) or Digital Versatile Disc (DVD) and Portable Document Format (PDF) file record of data from the system database at the end of the contract closeout. This durable record copy of data from the electronic payroll processing system must be provided to the Government during contract closeout.

d. All Contractor-incurred costs related to the Contractor's provision and use of an electronic payroll processing service must be included in the Contractor's price for the overall work under the contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services must not be a separately bid or reimbursed item under this contract.

SECTION 01 30 00.24 Page 4

1.5 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

- U.S. Department of Labor Veterans’ Employment and Training Service (VETS):

https://www.dol.gov/vets/

- Federal Veteran Employment Information: https://www.fedshirevets.gov/

- Veterans Opportunity to Work (VOW) Program:

https://www.benefits.va.gov/vow/

- U.S. Army Warrior Transition Command Employment Index:

https://wct.army.mil/modules/employers/index.html

- Hiring Our Heroes: https://www.uschamberfoundation.org/hiring-our-heroes

1.6 COMPLETION OF WORK

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

REQUIREMENTS), FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK (APR 1984).

1.7 CONTRACTOR PERFORMANCE EVALUATIONS

Federal Acquisition Regulation (FAR) Subpart 36.201(Evaluation of Contractor Performance) requires evaluation of the construction contractor's performance throughout the contract period of performance. For construction contracts valued at or above $700,000.00, including all modifications, the USACE will evaluate Contractor's performance using the web-based Contractors Performance Assessment Reporting System (CPARS).

After the USACE drafts an evaluation (interim or final), the Contractor will have the opportunity to access, review, comment and either concur or non-concur with the evaluation in the CPARS system for a period of 60 days.

Access to the CPARS system requires either specific software called PKI certification (recommended method) or a username and password. The PKI certification is a Department of Defense recommendation and to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and may be purchased from an External Certificate Authorities (ECA) vendor. Current information about the PKI certification process and contacting vendors can be found on the web site: https://www.cpars.gov.

1.8 MANPOWER REPORTING

Contractors may direct technical questions to the "Send an Email" link at website or email contractormanpower@hqda.army.mil for current information on CMRA. Information regarding changes to the reporting process, when data should be entered, general policy information, how data is protected, and how to enter certain data can be found under the Frequently Asked Questions (FAQ) section at the CMRA website. Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be

SECTION 01 30 00.24 Page 5 reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2013.

The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the contractor will report ALL contractor manpower (including subcontractor manpower) required for performance of this contract. The contractor is required to completely fill in all the information in the format using the following web address: https://ecmra.mil (https://cmra.army.mil). The required information includes: (1) Contracting Office, Contracting Officer, Contracting Officer's Technical Representative; (2) Contract number, including task and delivery order number; (3) Beginning and end dates covered by reporting period; (4) Contractor name, address, phone number, e-mail address, identity of contractor employee entering data; (5) Estimated direct labor hours (including sub-contractor); (6) Estimated direct labor dollars paid this reporting period (including sub-contractor);

(7) Total payments (including subcontractor); (8) Predominant Federal Service Code(FSC) reflecting services provided by contractor (and separate predominant FSC for each sub-contractor if different); (9) Estimated data collection cost; (10) Organizational title associated with the Unit Identification Code (UIC) for the Army Requiring Activity (the Army Requiring Activity is responsible for providing the contractor with its UIC for the purposes of reporting this information; (11) Locations where contractor and sub-contractors perform the work (specified by zip code in the United States and nearest City, Country, when in an overseas location, using standardized nomenclature provided on website); (12) Presence of deployment or contingency contract language; and, (13) Number of contractor and sub-contractor employees deployed in theater this reporting period (by country). As part of its submission, the contractor will also provide the estimated total cost (if any) incurred to comply with this reporting requirement. Reporting period will be the period of performance not to exceed 12 months ending September 30 of each government fiscal year and must be reported by 31 October of each calendar year. "*

*Note: Information from the secure web site is considered to be proprietary in nature when the contract number and contractor identity are associated with the direct labor hours and direct labor dollars. At no time will any data be released to the public with the contractor name and contract number associated with the data. For internal Army analysis, the reports and queries from the database shall not contain proprietary data.

1.9 LIQUIDATED DAMAGES-CONSTRUCTION

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

REQUIREMENTS), FAR 52.211-12 LIQUIDATED DAMAGES-CONSTRUCTION (SEPT 2000).

1.10 EXCEPTION TO COMPLETION TIME AND LIQUIDATED DAMAGES

In case the Contracting Officer determines that seeding and/or planting and/or the specified maintenance thereof is not feasible during the construction period, such work will be exempt from the completion time and liquidated damages. Accomplish this work during the first seeding and/or planting period and the specified maintenance period following the completion date.

1.11 WINTER EXCLUSION PERIOD

The contract completion time provided in Section 00 73 00 includes a winter

SECTION 01 30 00.24 Page 6 exclusion period of 120 calendar days. The Contractor is not required to perform physical work at the project site from 15 November to 15 March of the first year after issue of NTP. During this timeframe, the Contractor maintains the responsibility of maintaining and securing the site in general accordance with the contract requirements.

1.12 ORDER OF WORK

See project drawings for order of work/phasing requirements.

1.13 CONTRACT DRAWINGS AND SPECIFICATIONS

1.13.1 SETS FURNISHED

Utilize the bid drawings and specifications as amended in the performance of the work until the electronic Adobe Acrobat .pdf conformed specifications and contract drawings (i.e., bid drawings that have been posted with all amendment changes) are sent electronically to the Contractor. See paragraph below for contract drawing distribution requirements. The work must conform to the contract drawings, set out in the drawing index, all of which form a part of these specifications. The work must also conform to any of the standard details bound or referenced herein.

1.13.2 DISTRIBUTION

The Government will process no progress payments prior to distribution of electronic contract drawings and conformed specification sets by the Government. The Government will provide the Contractor with a CD-ROM or DVD-ROM or sent electronically containing Adobe Acrobat .pdf contract drawings and conformed specification sets and editable CAD file drawings (format defined in Section 01 78 39.00 24 AS-BUILT DRAWINGS.

1.13.3 NOTIFICATION OF DISCREPANCIES

Check all electronically sent drawing files furnished by the government immediately upon their receipt and promptly notify the Contracting Officer of any discrepancies. Follow dimensions marked on drawings in lieu of scale measurements. Enlarged plans and details govern where the same work is shown at smaller scales. All scales shown are based on a standard drawing size of 22" x 34". If any other size drawings are furnished or plotted adjust the scales accordingly. The Contractor must also advise his sub-contractors of the above. The Contractor must compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby.

1.13.4 OMISSIONS

Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, does not relieve the Contractor from performing such omitted or misdescribed details of the work but work must be performed as if fully and correctly set forth and described in the drawings and specifications.

1.14 SUBMITTALS

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

submittals not having a "G" designation are for information only. When

SECTION 01 30 00.24 Page 7 used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit items below in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Equipment Room Drawings; G-RO.

1.15 CONCURRENT CONSTRUCTION

Construction work closely related to and/or located at the site of the work under a concurrent contract, may be in progress simultaneously with work under this contract. Cooperate with others as necessary in the interest of timely completion of all work. In the event of interference, the notify the Contracting Officer (CO) immediately for resolution and the CO decision is final.

1.16 PAYMENT

1.16.1 PROMPT PAYMENT ACT

Pay requests authorized in GENERAL CONDITIONS (CONTRACT CLAUSES) clause:

"Payments Under Fixed-Price Construction Contracts", will be paid pursuant to the clause, "Prompt Payment for Construction Contracts". Submit pay requests on ENG Form 93 and 93a, "Payment Estimate-Contract Performance" and "Continuation". All information and substantiation required by the identified contract clauses must be submitted with the ENG Form 93, and the required certification included on the last page of the ENG Form 93a, signed by an authorized contractor official and dated when signed. The designated billing office is the Office of the Area Engineer.

1.16.2 PAYMENT FOR MATERIALS DELIVERED OFFSITE

a. Pursuant to Federal Acquisition Regulation (FAR) 52.232-5, Payments Under Fixed Price Construction Contracts, materials delivered to the contractor at locations other than the site of the work may be taken into consideration in making payments, if included in payment estimates and if all the conditions of the General Provisions are fulfilled. Payment for items delivered to locations other than the work site are limited to:

(1) Materials required by the technical provisions; or

(2) Materials that have been fabricated to the point where they are identifiable to an item of work required under this contract; or

(3) Items specifically listed below in paragraph b.

b. Payment for materials delivered off-site must be made only after receipt of paid invoices listing the value of material and labor incorporated in the items along with a canceled check showing the prime contractor's title to the items delivered off site. Payment for materials delivered off-site must be limited to the following items: [List specific material items to be considered for payment when off-site delivery is made].

1.17 AVAILABILITY OF UTILITY SERVICES

All reasonably required amounts of domestic water and electricity will be made available to the Contractor by the Government from existing system

SECTION 01 30 00.24 Page 8 outlets and supplies. The Contractor is reponsible to , at their own expense, make all temporary connections and install distribution lines.

Furnish to the Contracting Officer a complete system layout drawing showing type of materials to be used and method of installation for all temporary electrical systems. Make arrangements with the Using Service, through the Contracting Officer, as to the method of determining the amount of water and electricity to be used by and the method of payment therefore. All temporary lines must be maintainedin a workmanlike manner satisfactory to the Contracting Officer and removed by the Contractor in like manner prior to final acceptance of the construction. Normal quantities of electricity and water used to make final tests of completely installed systems will be furnished by the Government.

1.18 UTILITY SERVICE INTERRUPTIONS

Submit written notification not less than 15 calendar days in advance of each interruption of each utility and communication service to or within existing buildings and facilities being used by others. No single outage will exceed 4 hours unless approved in writing. The time and duration of all outages will be coordinated and approved with the Using Agency by the Contracting Officer.

1.19 DIGGING PERMITS AND ROAD CLOSINGS

The Contractor must allow 14 calendar days from date of written application to receive permission to dig and to close roads. Only close roads one lane at a time and allow vehicular traffic to pass through the construction area.

Flag work on or near roadways in accordance with the safety requirements in Safety and Health Requirements Manual EM 385-1-1, which forms a part of these specifications. Do not cause blockage of work located along the alert force route and maintain unobstructed access for alert force traffic at all times.

1.20 QUANTITY SURVEYS

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

REQUIREMENTS) FAR 52.236.16 QUANTITY SURVEYS (APR 1984).

1.21 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Default: (Fixed-Price Construction)." In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule

SECTION 01 30 00.24 Page 9 must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

Jan 19 Feb 15 Mar 9 Apr 6 May 6 Jun 5 Jul 5 Aug 4 Sep 4 Oct 5 Nov 5 Dec 15

c. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the RMS daily CQC report, any occurrence of adverse weather and resultant impact to normally scheduled work, within 24 hours of the event. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the contractor's scheduled work day. Describe in the RMS daily CQC reports the critical path item that is being affected and provide the critical path activity number(s) from the current schedule. The COR must acknowledge and accept the agreed upon occurrence of each adverse weather delay in RMS for the delays to be considered as adverse weather delays.

At the end of each month, identify the number of actual adverse weather delay days that includes days impacted by actual adverse weather (even if adverse weather occurred in previous month), calculated chronologically from the first to the last day of each month, and recorded as full days.

If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph b. above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Default (Fixed Price Construction)". (ER 415-1-15)

1.22 INSURANCE REQUIRED

In accordance with GENERAL CONDITIONS (CONTRACT CLAUSES) clause:

"Insurance Work on a Government Installation," procure the following minimum insurance:

Type Amount

Workmen's Compensation and Employer's Liability Insurance $100,000

General Liability Insurance $500,000 per occurrence

Automobile Liability Insurance Bodily injury $200,000 per person and $500,000 per occurrence Property damage $ 20,000 per occurrence

SECTION 01 30 00.24 Page 10

(Coverages per FAR 28.307-2)

1.23 SECURITY REQUIREMENTS

1.23.1 Contractor's Employee Identification

The Contractor is responsible for furnishing to each employee and for requiring each employee engaged on the work to display such identification as may be approved and directed by the Contracting Officer. Deliver all prescribed identification immediately be delivered to the Contracting Officer, for cancellation upon release of any employees. When the contract involves work in restricted security areas, only employees who are U.S.

citizens will be permitted to enter. Proof of U.S. citizenship is required prior to entry. When required by the Contracting Officer, obtain and submit fingerprints of all persons employed or to be employed on the project. (Based on FAR 52.204-2)

1.24 CONTRACTOR QUALITY CONTROL (CQC)

See Section 01 45 00.00 10 QUALITY CONTROL.

1.25 NONDOMESTIC CONSTRUCTION MATERIALS

The list of excepted nondomestic construction materials or their components referenced in the Buy American Construction Material Contract Clauses includes the list set forth in paragraph 25.104 of the Federal Acquisition Regulation.

1.26 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

In order to closely coordinate work under this contract, prepare a written agenda/meeting minutes and attend a weekly coordination meeting…

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