1572053_P1394B_spc_1of2.pdf

WORK ORDER NO.

At the

PREPARED BY:

Architectural: Mechanical:

Civil: Electrical:

Structural:

APPROVED BY:

Specifications:

For Commander, NAVFAC:

Date:

Submitted By: Date:

UNCLASSIFIED

clacross Image

P1394 SOF Motor Transport Expansion - Site 2 1572053

PROJECT TABLE OF CONTENTS

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

00 01 15 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

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

FIXTURES, AND EQUIPMENT

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

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

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 60 00.00 22 REQUIREMENTS FOR PESTICIDE AND HERBICIDE COORDINATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

01 78 30.00 22 GIS DATA DELIVERABLES

01 91 00.15 22 TOTAL BUILDING COMMISSIONING

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

02 41 00 DEMOLITION AND DECONSTRUCTION

DI VI SI ON 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DI VI SI ON 04 - MASONRY

04 20 00 UNIT MASONRY

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILINGS

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

PROJECT TABLE OF CONTENTS Page 1

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

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

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 11 13 BITUMINOUS DAMPPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 36 SPRAY FOAM AIR BARRIERS

07 41 63 FABRICATED ROOF PANEL ASSEMBLIES

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 46 46 FIBER CEMENT PRODUCTS

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

08 60 45 TRANSLUCENT PANELS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.13 STANDARD RESINOUS FLOORING

09 90 00 PAINTS AND COATINGS

09 97 13.00 40 STEEL COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 51 26 HDPE SOLID PLASTIC LOCKERS

DI VI SI ON 11 - EQUI PMENT

11 57 10 MARINE ENGINE TEST TANK

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 34 19 METAL BUILDING SYSTEMS

DI VI SI ON 21 - FI RE SUPPRESSI ON

PROJECT TABLE OF CONTENTS Page 2

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 16.00 20 DRY-PIPE FIRE SPRINKLER SYSTEMS

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

22 15 26.00 20 HIGH AND MEDIUM PRESSURE COMPRESSED AIR PIPING

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

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 23.13 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 21 23 HYDRONIC PUMPS

23 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 52 43.00 20 LOW PRESSURE WATER HEATING BOILERS (UNDER 800,000 BTU/HR

OUTPUT)

23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

DI VI SI ON 26 - ELECTRI CAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

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

28 31 76.22 INTERIOR ADDRESSABLE FIRE ALARM SYSTEMS

DI VI SI ON 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 31 16.13 CHEMICAL TERMITE CONTROL

31 62 19 TIMBER PILES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

PROJECT TABLE OF CONTENTS Page 3

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

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 11 23 LIQUID PETROLEUM PIPING

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DI VI SI ON 41 - MATERI AL PROCESSI NG AND HANDLI NG EQUI PMENT

41 22 13.14 BRIDGE CRANES, OVERHEAD ELECTRIC, TOP RUNNING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

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

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NAVFAC SHEET TITLE

NUMBER NUMBER NUMBER

GENERAL

GI001 12826953 1 TITLE SHEET

GI002 12826954 2 SHEET INDEX

GI010C 12826955 3 RR456 - BUILDING CODE ANALYSIS

GI011C 12826956 4 RR456 - LIFE SAFETY PLAN

GI012C 12826957 5 RR456 - SITE LIFE SAFETY PLAN

GI010D 12826958 6 RR469 - BUILDING CODE ANALYSIS

GI011D 12826959 7 RR469 - LIFE SAFETY PLAN

GI012D 12826960 8 RR469 - SITE LIFE SAFETY PLAN

SURVEY

VF001 12826961 9 LEGEND, SURVEY NOTES, STRUCTURE DATA AND EXISTING

CONDITIONS

VF002 12826962 10 KEY PLAN AND NOTES

VF101 12826963 11 RR456 - EXISTING CONDITIONS

VF102 12826964 12 RR456 - EXISTING CONDITIONS

VF103 12826965 13 RR456 - EXISTING CONDITIONS

VF104 12826966 14 RR456 - EXISTING CONDITIONS

VF105 12826967 15 RR469 - EXISTING CONDITIONS

VF106 12826968 16 RR469 - EXISTING CONDITIONS

VF107 12826969 17 RR469 - EXISTING CONDITIONS

VF108 12826970 18 STORMWATER MANAGEMENT BMP - EXISTING CONDITIONS

GEOTECHNICAL

BB001 12826971 19 OVERALL SOIL BORING LOCATION PLAN

BB101 12826972 20 SOIL BORING LOGS

BB102 12826973 21 SOIL BORING LOGS

BB103 12826974 22 SOIL BORING LOGS

BB104 12826975 23 SOIL BORING LOGS

BB105 12826976 24 SOIL BORING LOGS AND GEOTECHNICAL TEST DATA

BB106 12826977 25 GEOTECHNICAL TEST DATA

BB201 12826978 26 RR469 - SURCHARGE PLAN

CIVIL

C-001 12826979 27 CIVIL NOTES

C-002 12826980 28 CIVIL ABBREVIATIONS AND LEGEND

C-003 12826981 29 KEY PLAN

CE101C 12826982 30 RR456 - INITIAL EROSION AND SEDIMENT CONTROL PLAN

DOCUMENT 00 01 15 Page 1

CE102C 12826983 31 RR456 - INITIAL EROSION AND SEDIMENT CONTROL PLAN

CE103C 12826984 32 RR456 - INITIAL EROSION AND SEDIMENT CONTROL PLAN

CE104C 12826985 33 RR456 - INTERMEDIATE EROSION AND SEDIMENT CONTROL

PLAN

CE105C 12826986 34 RR456 - INTERMEDIATE EROSION AND SEDIMENT CONTROL

PLAN

CE106C 12826987 35 RR456 - FINAL EROSION AND SEDIMENT CONTROL PLAN

CE107C 12826988 36 RR456 - FINAL EROSION AND SEDIMENT CONTROL PLAN

CD101C 12826989 37 RR456 - DEMOLITION PLAN AND BORING LOCATIONS

CD102C 12826990 38 RR456 - DEMOLITION PLAN AND BORING LOCATIONS

CD103C 12826991 39 RR456 - DEMOLITION PLAN AND BORING LOCATIONS

CS101C 12826992 40 RR456 - SITE LAYOUT PLAN

CS102C 12826993 41 RR456 - SITE LAYOUT PLAN

CS103C 12826994 42 RR456 - SITE LAYOUT, GRADING AND DRAINAGE PLAN

CS201C 12826995 43 PEDESTRIAN BRIDGE PROFILE

CG101C 12826996 44 RR456 - GRADING AND DRAINAGE PLAN

CG102C 12826997 45 RR456 - GRADING AND DRAINAGE PLAN

CG201C 12826998 46 RR456 - STORM DRAIN PROFILES

CG202C 12826999 47 RR456 - DITCH PROFILE

CG301C 12827000 48 RR456 - ENLARGED SAND FILTER PLAN

CG302C 12827001 49 RR456 - ENLARGED SAND FILTER SECTIONS

CU101C 12827002 50 RR456 - UTILITY PLAN

CU102C 12827003 51 RR456 - UTILITY PLAN

CU103C 12827004 52 RR456 - UTILITY PLAN

CU201C 12827005 53 RR456 - UTILITY PROFILES

CE101D 12827006 54 RR469 - INITIAL EROSION AND SEDIMENT CONTROL PLAN

CE102D 12827007 55 RR469 - EROSION AND SEDIMENT CONTROL PLAN PHASE

2.1

CE103D 12827008 56 RR469 - EROSION AND SEDIMENT CONTROL PLAN PHASE

2.2

CE104D 12827009 57 RR469 - EROSION AND SEDIMENT CONTROL PLAN PHASE

2.3

CE105D 12827010 58 RR469 - EROSION AND SEDIMENT CONTROL PLAN PHASE

2.4

CE106D 12827011 59 RR469 - FINAL EROSION AND SEDIMENT CONTROL PLAN

CD101D 12827012 60 RR469 - DEMOLITION PLAN AND BORING LOCATIONS

CS101D 12827013 61 RR469 - SITE LAYOUT PLAN

CG101D 12827014 62 RR469 - GRADING AND DRAINAGE PLAN

CG201D 12827015 63 RR469 - STORM DRAIN PROFILES

CG202D 12827016 64 RR469 - DITCH PROFILES

CG301D 12827017 65 RR469 - SCM #11 DETAILS

CU101D 12827018 66 RR469 - UTILITY PLAN

CU201D 12827019 67 RR469 - UTILITY PROFILES

CE501 12827020 68 EROSION & SEDIMENT CONTROL NARRATIVE, SEQUENCE AND

NOTES

CE502 12827021 69 EROSION & SEDIMENT CONTROL NCDEQ NOTES

CE503 12827022 70 EROSION & SEDIMENT CONTROL REPORTING NOTES

CE504 12827023 71 EROSION AND SEDIMENT CONTROL DETAILS

CE505 12827024 72 EROSION AND SEDIMENT CONTROL DETAILS

CE506 12827025 73 EROSION AND SEDIMENT CONTROL DETAILS

CS501 12827026 74 SITE DETAILS

CS502 12827027 75 SITE DETAILS

CS503 12827028 76 SITE DETAILS

CS504 12827029 77 SITE DETAILS

CS505 12827030 78 SITE DETAILS

CG501 12827031 79 DRAINAGE DETAILS

CG502 12827032 80 DRAINAGE DETAILS

CG503 12827033 81 DRAINAGE DETAILS

CG504 12827034 82 DRAINAGE DETAILS

DOCUMENT 00 01 15 Page 2

CU501 12827035 83 UTILITY DETAILS

CU502 12827036 84 UTILITY DETAILS

CU503 12827037 85 UTILITY DETAILS

CU504 12827038 86 UTILITY DETAILS

CG600 12827039 87 MARSOC STORMWATER MASTER PLAN

CG601C 12827040 88 RR456 - PRE-DEVELOPMENT DRAINAGE AREA MAP

CG602C 12827041 89 RR456 - POST DEVELOPMENT DRAINAGE AREA MAP

CG601D 12827042 90 RR469 - PRE-DEVELOPMENT DRAINAGE AREA MAP

CG602D 12827043 91 RR469 - POST DEVELOPMENT DRAINAGE AREA MAP

LANDSCAPE

LP101C 12827044 92 RR456 - LANDSCAPE PLAN

LP102C 12827045 93 RR456 - LANDSCAPE PLAN

LP101D 12827046 94 RR469 - LANDSCAPE PLAN

LP501 12827047 95 LANDSCAPE SCHEDULE AND DETAILS

LP502 12827048 96 SIGN DETAILS

STRUCTURAL

S-001 12827049 97 STRUCTURAL NOTES AND ABBREVIATIONS

S-002 12827050 98 STRUCTURAL NOTES AND LEGEND

S-003 12827051 99 STRUCTURAL NOTES

S-001C 12827052 100 RR456 - STRUCTURAL NOTES

SB101C 12827053 101 RR456 - FOUNDATION PLAN - AREA A

SB102C 12827054 102 RR456 - FOUNDATION PLAN - AREA B

S-001D 12827055 103 RR469 - STRUCTURAL NOTES

SB101D 12827056 104 RR469 - FOUNDATION PLAN - AREA A

SB102D 12827057 105 RR469 - FOUNDATION PLAN - AREA B

SB501 12827058 106 TYPICAL FOUNDATION DETAILS

SB502 12827059 107 TYPICAL SLAB DETAILS

SB503 12827060 108 TYPICAL DETAILS

SF501 12827061 109 TYPICAL DETAILS

SF502 12827062 110 TYPICAL DETAILS

SF601 12827063 111 PEDESTRIAN WALKWAY

ARCHITECTURAL

A-001 12827064 112 ARCHITECTURAL LEGENDS AND NOTES

AE100C 12827065 113 RR456 - FLOOR PLAN - OVERALL

AE101C 12827066 114 RR456 - FLOOR PLAN - AREA A

AE102C 12827067 115 RR456 - FLOOR PLAN - AREA B

AE103C 12827068 116 RR456 - MECHANICAL PLATFORM PLAN AND REFLECTED

CEILING PLAN

AE104C 12827069 117 RR456 - REFLECTED CEILING PLAN - AREA A

AE105C 12827070 118 RR456 - REFLECTED CEILING PLAN - AREA B

AE106C 12827071 119 RR456 - ROOF PLAN

AE201C 12827072 120 RR456 - NORTH AND EAST EXTERIOR ELEVATIONS

AE202C 12827073 121 RR456 - SOUTH AND WEST EXTERIOR ELEVATIONS

AE301C 12827074 122 RR456 - BUILDING SECTIONS

AE401C 12827075 123 RR456 - ENLARGED PLANS

AE402C 12827076 124 RR456 - WALL SECTIONS

AE100D 12827077 125 RR469 - FLOOR PLAN - OVERALL

AE101D 12827078 126 RR469 - FLOOR PLAN - AREA A

AE102D 12827079 127 RR469 - FLOOR PLAN - AREA B

AE103D 12827080 128 RR469 - REFLECTED CEILING PLAN - AREA A

AE104D 12827081 129 RR469 - REFLECTED CEILING PLAN - AREA B

AE105D 12827082 130 RR469 - ROOF PLAN

AE201D 12827083 131 RR469 - SOUTH AND WEST EXTERIOR ELEVATIONS

AE202D 12827084 132 RR469 - NORTH AND EAST EXTERIOR ELEVATIONS

AE301D 12827085 133 RR469 - BUILDING SECTIONS

AE401D 12827086 134 RR469 - ENLARGED PLANS

DOCUMENT 00 01 15 Page 3

AE311 12827087 135 WALL SECTIONS

AE401 12827088 136 TYPICAL MOUNTING HEIGHTS AND REQUIRED CLEARANCES

AE402 12827089 137 DETAILS

AE403 12827090 138 DETAILS

AE501 12827091 139 PARTITION TYPES AND MISCELLANEOUS DETAILS

AE601 12827092 140 DOOR SCHEDULE

AE602 12827093 141 DOOR SCHEDULE

INTERIORS

AF601 12827094 142 FINISH SCHEDULE, LEGEND, & NOTES

AG601 12827095 143 SIGNAGE DETAILS

IF101C 12827096 144 RR456 - FURNITURE & SIGNAGE PLAN - AREA A

IF102C 12827097 145 RR456 - FURNITURE & SIGNAGE PLAN - AREA B

IF101D 12827098 146 RR469 - FURNITURE & SIGNAGE PLAN - AREA A

IF102D 12827099 147 RR469 - FURNITURE & SIGNAGE PLAN - AREA B

AUDIOVISUAL

TA101C 12827100 148 RR456 - FLOOR PLAN - OVERALL

TA401C 12827101 149 RR456 - AV EQUIPMENT ENLARGED PLANS

FIRE PROTECTION

F-001 12827102 150 FIRE PROTECTION LEGEND NOTES AND DETAILS

F-002 12827103 151 FIRE ALARM SYSTEM SEQUENCE OF OPERATION MATRIX

FP101C 12827104 152 RR456 FIRE PROTECTION FLOOR PLAN - AREA A

FP102C 12827105 153 RR456 FIRE PROTECTION FLOOR PLAN - AREA B

FP101D 12827106 154 RR469 FIRE PROTECTION FLOOR PLAN - AREA A

FP102D 12827107 155 RR469 FIRE PROTECTION FLOOR PLAN - AREA B

PLUMBING

P-001 12827108 156 PLUMBING LEGEND

PL101C 12827109 157 RR456 DRAINAGE PLAN - AREA A

PL102C 12827110 158 RR456 DRAINAGE PLAN - AREA B

PP101C 12827111 159 RR456 PRESSURE PLAN - AREA A

PP102C 12827112 160 RR456 PRESSURE PLAN - AREA B

PL101D 12827113 161 RR469 DRAINAGE PLAN - AREA A

PL102D 12827114 162 RR469 DRAINAGE PLAN - AREA B

PP101D 12827115 163 RR469 PRESSURE PLAN - AREA A

PP102D 12827116 164 RR469 PRESSURE PLAN - AREA B

P-501 12827117 165 DETAILS

P-502 12827118 166 DETAILS

P-601 12827119 167 SCHEDULES

MECHANICAL

M-001 12827120 168 MECHANICAL LEGEND

MH101C 12827121 169 RR456 FLOOR PLAN - AREA A

MH102C 12827122 170 RR456 FLOOR PLAN - AREA B

MH101D 12827123 171 RR469 FLOOR PLAN - AREA A

MH102D 12827124 172 RR469 FLOOR PLAN - AREA B

M-501 12827125 173 DETAILS

M-502 12827126 174 DETAILS

M-701 12827127 175 SCHEDULES

M-702 12827128 176 SCHEDULES

M-703 12827129 177 SCHEDULES

M-704 12827130 178 SCHEDULES

M-705 12827131 179 SCHEDULES

M-801 12827132 180 CONTROLS

M-802 12827133 181 CONTROLS

M-803 12827134 182 CONTROLS

M-804 12827135 183 CONTROLS

DOCUMENT 00 01 15 Page 4

M-805 12827136 184 CONTROLS

ELECTRICAL

E-001 12827137 185 ELECTRICAL LEGEND

ES101C 12827138 186 RR456 ELECTRICAL SITE

EL101C 12827139 187 RR456 FLOOR PLAN - AREA A - LIGHTING

EL102C 12827140 188 RR456 FLOOR PLAN - AREA B - LIGHTING

ELP101C 12827141 189 RR456 ROOF PLAN - LIGHTNING PROTECTION

EP101C 12827142 190 RR456 FLOOR PLAN - AREA A - POWER

EP102C 12827143 191 RR456 FLOOR PLAN - AREA B - POWER

EP701C 12827144 192 RR456 PANELBOARD SCHEDULES

EP702C 12827145 193 RR456 POWER RISER DIAGRAM AND DETAILS

EP703C 12827146 194 RR456 POWER EQUIPMENT SCHEDULE

ES101D 12827147 195 RR469 ELECTRICAL SITE

ES102D 12827148 196 RR469 ELECTRICAL SITE

ES103D 12827149 197 RR469 ELECTRICAL SITE

EL101D 12827150 198 RR469 FLOOR PLAN - AREA A - LIGHTING

EL102D 12827151 199 RR469 FLOOR PLAN - AREA B - LIGHTING

ELP101D 12827152 200 RR469 ROOF PLAN - LIGHTNING PROTECTION

EP101D 12827153 201 RR469 FLOOR PLAN - AREA A - POWER

EP102D 12827154 202 RR469 FLOOR PLAN - AREA B - POWER

EP701D 12827155 203 RR469 POWER EQUIPMENT SCHEDULE

EP702D 12827156 204 RR469 POWER RISER DIAGRAM AND DETAILS

EP703D 12827157 205 RR469 PANELBOARD SCHEDULES

EL601 12827158 206 LIGHTING FIXTURE SCHEDULE

EL602 12827159 207 LIGHTING FIXTURE DETAILS

EL603 12827160 208 LIGHTING FIXTURE DETAILS

EL604 12827161 209 LIGHTING CONTROL DETAILS

ELP501 12827162 210 LIGHTNING PROTECTION DETAILS

ELP502 12827163 211 LIGHTNING PROTECTION DETAILS

ELP503 12827164 212 LIGHTNING PROTECTION DETAILS

EP501 12827165 213 POWER DETAILS

EP502 12827166 214 POWER DETAILS

EP503 12827167 215 POWER DETAILS

TELECOM

TT-001 12827168 216 TELECOM AND SECURITY LEGEND

TT101C 12827169 217 RR456 FLOOR PLAN - AREA A - TELECOM

TT102C 12827170 218 RR456 FLOOR PLAN - AREA B - TELECOM

TT701C 12827171 219 RR456 TELECOM RISERS

TY101C 12827172 220 RR456 FLOOR PLAN - AREA A - SECURITY

TY102C 12827173 221 RR456 FLOOR PLAN - AREA B - SECURITY

TT101D 12827174 222 RR469 FLOOR PLAN - AREA A - TELECOM

TT102D 12827175 223 RR469 FLOOR PLAN - AREA B - TELECOM

TT701D 12827176 224 RR469 TELECOM RISERS

TY101D 12827177 225 RR469 FLOOR PLAN - AREA A - SECURITY

TY102D 12827178 226 RR469 FLOOR PLAN - AREA B - SECURITY

TT501 12827179 227 TELECOMMUNICATIONS DETAILS

TY501 12827180 228 SECURITY DETAILS

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information.

1.3.1 Subsurface Data

DOCUMENT 00 01 15 Page 5

Subsurface data, not specified or indicated, have been obtained by the Government at the station. The data are available for examination by prospective bidders at the station.

-- End of Document --

DOCUMENT 00 01 15 Page 6

SECTION 01 11 00

SUMMARY OF WORK

08/18

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.

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 (2016) DoD Building Code (General Building Requirements)

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability 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

Salvage Plan; G

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The work includes the following and incidental related work:

a. RR456 (Boat Maintenance and Storage Building) The Boat Maintenance and Storage Facility will consist of a single-story, 18,000 total gross square foot, boat and engine repair and storage building. The building will include spaces for rubber repair, engine repair, parts storage, life safety storage, boat storage, SIPR Net Café, men's and women's restroom facilities with locker rooms and showers, and spaces as needed for all necessary mechanical, electrical, telecom, and data equipment systems.

b. RR469 (Large Vehicle Maintenance Storage Building) The Large Vehicle Maintenance Storage Building will consist of a single-story, 20,000 total gross square foot bulk storage facility that is organized around five single bay, caged storage areas and one multi-bay, caged storage area, each of which is served by a dedicated shipping/ receiving office. Within these storage areas, 12'x12' and 12'x20' interior caged storage spaces will be provided in accordance with the building program, and space for all necessary restroom, SECTION 01 11 00 Page 1 mechanical, electrical, and telecom systems are provided within the building enclosure. A separate, covered canopy structure is provided for weather protection charging of (3) fork lift vehicles, required for the operation of this facility.

1.3.2 Location

The work is located at the MARSOC Complex, Stone Bay, Camp Lejeune, NC, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.4 BUILDING CODE

Except as indicated otherwise, or as modified by UFC 1-200-01 , use ICC IBC as the building code for this project.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.6 GOVERNMENT TELECOMMUNICATIONS CONTRACTOR COORDINATION REQUIREMENTS

1.6.1 NMCI Contractor Access

Allow the Government Telecommunications Contractor access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections. Coordinate efforts with the Government Telecommunications Contractor to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the Government Telecommunications Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.

SECTION 01 11 00 Page 2

1.7 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 50 miles of the construction site.

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 11 00 Page 4

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability 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

List of Contact Personnel; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

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

b. The nearby buildings and utilities will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

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

d. Government Telecommunications Contractor Access: The Government Telecommunications Contractor must be allowed access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections. The Contractor will be required to coordinate their efforts with the Government Telecommunications Contractor to facilitate joint use of building spaces during the final phases of construction and work the coordination effort into the construction schedule. Requirements for Government Telecommunications are specified in Section 27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM and Section 33 82 00

TELECOMMUNICATIONS OUTSIDE PLANT (OSP).

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. To minimize traffic congestion, delivery of materials must be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer. Wear hard

SECTION 01 14 00 Page 1 hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

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

1.3.1.2 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Contractor Vetting satellite office located at the Piney Green Gate to access an installation.

1.3.1.2.1 Registration for DBIDS

Base access procedures and DBIDS registration info are provided at https://www.lejeune.marines.mil/Base-Access . Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Contractor Vetting Office (CVO) representative.

b. Provide a letter of authorization on company letterhead referencing the applicable contract(s) and identifying the requesting individual as an authorized employee of the awarded company along with the employee's required access days and times.

c. Present two (2) valid forms of identification, such as a passport or Real ID Act-compliant state driver's license. All documents must be originals/certified.

d. Provide completed SECNAV FORM 5512/1 to the base CVO representative to obtain a background check. This form is available for download from the base access website listed in 1.3.1.2.1.

e. Provide vehicle registration and insurance. Contractors driving aboard the installation must provide an original vehicle registration document. Copies of registration are only accepted for company-owned fleet vehicles. Proof of insurance is also required. A declaration page is required for insurance originating outside the state of North Carolina. Out of state insurance must meet North Carolina minimums of $30,000/person, $60,000/accident, and $25,000/property damage.

f. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, finger prints, base restriction and several other assessments.

g. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

SECTION 01 14 00 Page 2

1.3.1.2.2 Denial of Access

Persons requesting access to Marine Corps sites will be denied if:

a. Military or civilian police or VCO/CVO personnel are unable to verify the individual's claimed identity based on reasonable belief the person submitted fraudulent identity information in the attempt to gain access.

b. The individual has a conviction for espionage, sabotage, sedition, treason, terrorism, armed robbery, or murder.

c. The individual has a felony conviction for a firearms or explosives violation, regardless of the date of conviction.

d. The individual has been convicted of crimes encompassing sexual assault or rape.

e. The individual has been convicted of crime encompassing child molestation, or the possession or production of child pornography.

f. The individual has been convicted of trafficking in persons.

g. The individual is a registered sex offender.

h. The individual has been convicted of drug possession with intent to sell or distribute.

i. The individual has an active arrest warrant from Federal, state, local, or other civil law enforcement authorities, regardless of offense or violation.

j. The individual has a felony conviction within the last 10 years, regardless of the offense or violation.

k. The individual's name appears on any Federal or state agency watch list for criminal behavior or terrorist activity.

l. The individual is debarred entry or access to a Marine Corps site, other DoD installations or facilities, or other Federal site or facility.

m. The individual engaged in acts or activities designed to overthrow the U.S. Government by force.

n. The individual is known to be or reasonably suspected of being a terrorist or belongs to an organization with known terrorism links/support.

o. The individual is identified in the NCIC KST file, or the TSDB report as known to be, or suspected of being, a terrorist or belonging to an organization with known links to terrorism or support of terrorist activity. If an individual is identified on the NCIC KST files or TSDB, PMO/MCPD or other designated site security personnel will immediately call the NCIS Multiple Threat Alert Center (MTAC) for further coordination. The MTAC will coordinate with the Department of Justice or Federal Bureau of Investigation and provide handling instructions to PMO/MCPD or other designated site security personnel.

SECTION 01 14 00 Page 3

p. The individual is illegally present in the U.S.

q. The individual has knowingly submitted an employment questionnaire with false or fraudulent information.

r. The individual is a prisoner on a work-release program or currently on felony probation/parole.

s. The individual is pending any felony charge.

t. The individual has been convicted of three or more misdemeanor violations, or attempted violations, within the previous 10 years of the following offenses:

1. Sex crimes;

2. Assaults;

3. Larcenies;

4. Drugs; or

5. Weapons.

u. The individual has criminal arrest information that the site commander determines the person presents a threat to the good order, discipline, or health and safety on the Marine Corps site.

v. Any reason the Installation Commander deems reasonable for good order and discipline.

1.3.1.2.3 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.3.1.2.4 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.3.1.2.5 One-Day Passes

Personnel applying for One-Day passes at the Piney Green Gate are subject

SECTION 01 14 00 Page 4 to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.3.1.2.6 Security Checks

Contractor personnel and vehicles must only be present in locations relevant to contract performance. All Contractor personnel entering the base must conform to all Government regulations and are subject to such checks as may be deemed necessary to ensure that violations do not occur.

Employees will not be permitted on base when such a check reveals that their presence would be detrimental to the security of the base. Subject to security regulations, the Government will allow access to an area for servicing equipment and/or performing required services. Upon request, submit to the Contracting Officer questionnaires and other forms as may be required for security purposes.

1.3.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period , between 7 a.m. and 5 p.m., Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

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

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

1.3.4 Utility Cutovers and Interruptions

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

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. This time limit includes time for deactivation and reactivation.

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

e. Connection to Existing Sanitary Sewer Line: Provide positive

SECTION 01 14 00 Page 5 verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain. Obtain Installation's Sanitary Sewer Connection Permit 2 weeks prior to connection and in accordance with Section 33 30 00 SANITARY SEWERS.

1.3.4.1 Location of Underground Utilities

Notification Prior to Excavation: Notify the Contracting Officer at least 15 days prior to starting excavation work.

Location and Protection of underground utilities shall be the responsibility of the Contractor. Where existing-to-remain piping, utilities, and underground obstructions of any type are indicted in locations to be traversed by new piping, ducts, and other excavations the elevations of the existing utilities and obstructions shall be determined before the new work is completed.

a. In addition, the Contractor will be responsible for obtaining the services of a professional utility locator prior to digging. Contractor will provide documentation that the site has been surveyed and checked for underground utilities. All utilities must be located, including but not limited to power, water, sewer, storm drains, fiber optics, T.V. cable, telephone, and intrusion detection wiring. A set of known as-built drawings will be available in the ROICC/PWD office for review to assist the locator.

b. It is mandatory that the Contractor also contact the Base Telephone Office (910-451-2531/3100) prior to accomplishing any digging at Camp Lejeune. A telephone office representative will assist in locating telephone lines.

c. It is mandatory that the Contractor also contact Public Works Outside Plumbing (910-451-7190) prior to accomplishing any digging at Camp Lejeune, to ensure that all buried water and sanitary lines are identified

d. It is mandatory that the Contractor also contact Charter Communications, cable TV service prior to accomplishing any digging at Camp Lejeune, to ensure that all buried cable lines are identified.

Contact Mr. Nick Brown at 910-376-1785 for assistance.

e. It is mandatory that the contractor secure a third party locator for identifying the base owned LP distribution system at MARSOC prior to any digging.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 6

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

11/11

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2016) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. 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

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This contract requires the use of a cost-loaded Network Analysis Schedule (NAS). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer an Earned Value Report (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer. Identify the cost for site work, and include incidental work to the5 ft line. Identify costs for the building(s), and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.

SECTION 01 20 00.00 20 Page 1

1.3.3 Real Property Assets

Real Property Assets identified in Section 01 78 00 CLOSEOUT SUBMITTALS, paragraph "REAL PROPERTY RECORD", apply to work covered by this specification.

Cost data accumulated under this section are required in the preparation of DD Form 1354. Coordinate with Section 01 78 00 CLOSEOUT SUBMITTALS, paragraph "REAL PROPERTY RECORD".

NOTE: Real Property Unique Identifiers (RPUID's) will be provided by the Government but may not be available until later in the project schedule.

Coordinate receipt of RPUID's with the Contracting Officer and the Real Property Accounting Officer. Temporary RPUID's may be required until he actual RPUID's can be provided.

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

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

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

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

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

1.3.4 Schedule Requirements for HVAC TAB

The field work Section 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC shall be broken down in the Earned Value Report from the cost-loaded NAS by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.

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

SECTION 01 20 00.00 20 Page 2 contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

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

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

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

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

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP 1110-1-8 .

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

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

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

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

SECTION 01 20 00.00 20 Page 3

Estimate for Voucher is required.

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

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

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

h. Contractor's Monthly Estimate for Voucher and Contractors Certification (NAVFAC Form 4330/54) with Subcontractor and supplier payment certification.

i. Materials on Site.

1.5.2 Submission of Invoices

If DFARS Clause 5252.232-7006 is included in the contract, provide the documents listed in paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

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

1.5.3 Final Invoice

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

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

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

SECTION 01 20 00.00 20 Page 4

1.6 PAYMENTS TO THE CONTRACTOR

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

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6 Suspension or Reduction of Payments:

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

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

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

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

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off…