W912QR25BA016_Plans-0000.pdf

US Army Corps of Engineers ®

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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LOUISVILLE DISTRICT

MARCH AIR RESERVE BASE, CA

ADDITION / ALTERATION OF BUILDING 600 FOR FLIGHT SIMULATOR

PDPG221013

CERTIFIED FINAL DESIGN SUBMITTAL

P2#: 504650

MARCH 2025

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KEVIN KIMM

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01-31-27

26 June 2025

W912QR25BA016

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ARIMS: 200A Disposition: Maintain for 15yrs after construction

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SHEET LIST

SHEET NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

LIFE SAFETY

GI001 LIFE SAFETY NARRATIVE AND BUILDING CODE ANALYSIS (IBC 2021)

GI101 LIFE SAFETY FIRST FLOOR PLAN

GI102 LIFE SAFETY SECOND FLOOR PLAN

CIVIL

GC001 GENERAL CONSTRUCTION NOTES - 1

GC002 GENERAL CONSTRUCTION NOTES - 2

GC003 NOTES, LEGEND, AND ABBREVIATIONS

GC004 CIVIL LEGEND AND ABBREVIATIONS

GC005 LOCATION AND VICINITY MAP

GC101 HAUL ROUTE PLAN

V-101 EXISTING CONDITIONS PLAN

B-101 BORE HOLE LOCATION PLAN

B-102 BORE HOLE LOGS

CD101 DEMOLITION PLAN

C-101 CODE COMPLIANCE PLAN

CS101 CIVIL SITE PLAN

CS110 HORIZONTAL CONTROL PLAN

CS111 ENLARGED HORIZONTAL CONTROL PLAN

CS501 CIVIL DETAILS - 1

CS502 CIVIL DETAILS - 2

CS503 CIVIL DETAILS - 3

CS504 CIVIL DETAILS - 4

CG101 GRADING PLAN

CG110 EROSION CONTROL PLAN

CG301 SITE SECTIONS

CG501 EROSION CONTROL DETAILS

CU101 CIVIL UTILITY PLAN

CU501 CIVIL UTILITY DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 LEGEND & ABBREVIATIONS

S-004 WIND LOADING DIAGRAM

S-100 OVERALL FOUNDATION/ GROUND FLOOR PLAN

S-101 FOUNDATION/ GROUND FLOOR PLAN - AREA A

S-102 ROOF FRAMING PLAN - AREA A

S-201 SHEAR WALL ELEVATIONS

S-202 SHEAR WALL ELEVATIONS

S-203 SHEAR WALL ELEVATIONS

S-211 WALL ELEVATIONS

S-301 BUILDING SECTIONS

S-401 ENLARGED PLANS

S-501 STANDARD CONCRETE DETAILS

S-502 STANDARD CONCRETE DETAILS

S-503 STANDARD CONCRETE DETAILS

S-504 STANDARD CONCRETE DETAILS

S-505 CONCRETE DETAILS

S-506 CONCRETE DETAILS

S-507 CONCRETE DETAILS

S-511 STANDARD MASONRY DETAILS

S-512 STANDARD MASONRY DETAILS

S-521 STANDARD STEEL DETAILS

S-522 STANDARD STEEL DETAILS

S-523 STANDARD STEEL DETAILS

S-524 STANDARD STEEL DETAILS

S-541 SEISMIC BRACING NOTES AND DETAILS

ARCHITECTURAL

AG001 ARCHITECTURAL LEGENDS AND ABBREVIATIONS

AG002 ARCHITECTURAL GENERAL NOTES

AD100 DEMOLITION PLAN - OVERALL

AD101 DEMOLITION PLAN - AREA A

AD110 DEMOLITION ROOF PLAN - OVERALL

AD151 DEMOLITION REFLECTED CEILING PLAN - AREA A

A-100 OVERALL GROUND FLOOR PLAN

A-101 GROUND FLOOR PLAN - AREA A

A-110 ROOF PLAN - OVERALL

A-111 ROOF PLAN - AREA A

A-150 REFLECTED CEILING PLAN - OVERALL

A-151 REFLECTED CEILING PLAN - AREA A

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-301 BUILDING SECTION

A-302 BUILDING SECTION

A-303 BUILDING SECTION

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-401 ENLARGED PLANS

A-500 PARTITION TYPES

A-501 PARTITION DETAILS

A-502 PARTITION DETAILS

A-510 PENETRATION DETAILS

A-511 PENETRATION DETAILS

A-512 ROOF DETAILS

A-513 ROOF DETAILS

A-514 ROOF DETAILS

A-515 ROOF DETAILS

A-530 SECTION DETAILS

A-531 SECTION DETAILS

A-541 DETAILS - STAIRS AND WHEELCHAIR LIFT

A-543 DETAILS - SEISMIC COVER

A-544 DETAILS - SEISMIC COVER

A-550 CEILING DETAILS

A-551 CEILING DETAILS

A-552 CEILING DETAILS

A-601 DOOR TYPES AND SCHEDULE

A-602 DOOR DETAILS

A-603 DOOR DETAILS

A-604 WINDOW SCHEDULE AND DETAILS

A-701 ROOM FINISH SCHEDULE AND LEGEND

A-710 GROUND FLOOR FINISH PLAN - AREA A

A-720 INTERIOR ELEVATIONS AND DETAILS

A-721 SIGNAGE PLAN - AREA A

A-729 SIGNAGE SCHEDULE AND DETAILS

SHEET LIST

SHEET NUMBER SHEET TITLE

ELECTRICAL

E-001 ELECTRICAL LEGEND AND NOTES

E-002 ELECTRICAL LEGEND AND NOTES

E-100 ELECTRICAL PLAN - OVERALL

ED101 ELECTRICAL SITE DEMOLITION PLAN

ED102 ELECTRICAL DEMOLITION PLAN

ED601 ELECTRICAL DEMOLITION ONE-LINE

ES101 ELECTRICAL SITE PLAN

EG101 ELECTRICAL GROUNDING PLAN

EG102 ELECTRICAL LIGHTNING PROTECTION PLAN

EG103 ELECTRICAL LIGHTNING PROTECTION ISOMETRIC VIEW

EG501 ELECTRICAL GROUNDING DETAILS

EG502 ELECTRICAL GROUNDING DETAILS

EG601 ELECTRICAL GROUNDING RISER DIAGRAM

EL101 ELECTRICAL LIGHTING PLAN

EL102 ELECTRICAL LIGHTING CONTROL PLAN

EL501 ELECTRICAL LIGHTING DETAILS

EP101 ELECTRICAL POWER PLAN

EP102 MECHANICAL POWER PLAN

EP401 ELECTRICAL ENLARGED PLAN

EP601 ELECTRICAL ONE-LINE DIAGRAMS

EP602 ELECTRICAL PANEL SCHEDULES

EP603 ELECTRICAL PANEL SCHEDULES

EP604 ELECTRICAL PANEL SCHEDULES

EP701 ELECTRICAL SCHEDULES

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS LEGEND

T-002 SECURITY SYSTEMS LEGEND, NOTES, & ABBREVIATIONS

T-101 TELECOMMUNICATIONS OVERALL PLAN

TN101 TELECOMMUNICATIONS PLAN - AREA A

TN401 TELECOMMUNICATIONS ENLARGED PLANS

TN501 TELECOMMUNICATIONS DETAILS

TN502 TELECOMMUNICATIONS DETAILS

TN503 TELECOMMUNICATIONS DETAILS

TN505 SECURITY DETAILS

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SHEET LIST

SHEET NUMBER SHEET TITLE

INTERIORS

I-100 GROUND FLOOR FURNITURE PLAN - OVERALL

I-101 GROUND FLOOR FURNITURE PLAN - AREA A

FIRE PROTECTION

F-001 FIRE ALARM NOTES, LEGEND AND ABBREVIATIONS

FD101 FIRE ALARM FIRST FLOOR DEMOLITION PLAN

FD102 FIRE SUPPRESSION FIRST FLOOR DEMOLITION PLAN

FA101 FIRE ALARM FIRST FLOOR PLAN

FA501 FIRE ALARM DETAILS

FA502 FIRE ALARM DETAILS

FA601 FIRE ALARM ONE-LINE DIAGRAM

FX001 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS

FX101 FIRE SUPPRESSION FIRST FLOOR PLAN

FX601 FIRE SUPPRESSION RISER DIAGRAM

PLUMBING

P-001 PLUMBING GENERAL NOTES, ABBREVIATIONS

PD100 PLUMBING DEMOLITION PLAN - DOMESTIC WATER, COMPRESSED AIR AND NATURAL GAS

PD101 PLUMBING DEMOLITION PLAN - CONDENSATE, WASTE, AND VENT - AREA A

PD102 PLUMBING DEMOLITION ENLARGED PLAN - MECHANICAL YARD - DOMESTIC WATER, GAS &

COMPRESSED AIR

P-100 PLUMBING NEW WORK PLAN - DOMESTIC WATER, RO WATER, COMPRESSED AIR, AND

BREATHING AIR - AREA A

P-101 PLUMBING NEW WORK PLAN - WASTE, VENT, AND CONDENSATE - AREA A

P-102 PLUMBING NEW WORK PLAN - STORM DRAIN - AREA A

P-103 PLUMBING NEW WORK ROOF PLAN - AREA A

P-301 PLUMBING SECTIONS

P-302 PLUMBING SECTIONS

P-401 PLUMBING ENLARGED PLANS - MECHANICAL YARD

P-402 PLUMBING ENLARGED PLANS - WST BAY

P-403 PLUMBING ENLARGED PLANS - COMPUTER RM 156 & PARTIAL BOT 162

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-602 PLUMBING SCHEDULES

P-701 PLUMBING DOMESTIC WATER RISER DIAGRAM

P-702 PLUMBING WASTE & VENT RISER DIAGRAM

P-703 PLUMBING RO WATER SYSTEM RISER DIAGRAM

P-704 PLUMBING COMPRESSED AIR RISER DIAGRAM

P-705 PLUMBING CONDENSATE RISER DIAGRAM

P-706 PLUMBING STORM DRAIN RISER DIAGRAM

P-901 PLUMBING ISOMETRIC -RO SYSTEM WST BAY

MECHANICAL

M-001 MECHANICAL GENERAL NOTES, ABBREVIATIONS

MD100 HVAC DEMOLITION PLAN - OVERALL

MD101 HVAC DEMOLITION PLAN - AREA A

MD102 HVAC DEMOLITION PARTIAL ENLARGED PLAN - AREA A

MD701 HVAC DEMOLITION - ISOMETRIC HVAC PIPING DIAGRAM

M-100 HVAC NEW WORK PLAN - OVERALL

M-101 HVAC NEW WORK PLAN - AREA A

M-102 HVAC PIPING NEW WORK PLAN - AREA A

M-103 HVAC PIPING NEW WORK PLAN - ISOMETRIC HVAC PIPING DIAGRAM

M-301 HVAC SECTIONS - MECHANICAL YARD

M-302 HVAC SECTION - WST BAY EAST

M-303 HVAC SECTION - WST BAY SOUTH

M-304 HVAC SECTIONS - COMPUTER RM 156

M-305 HVAC SECTIONS - COMPUTER RM 156

M-306 HVAC SECTION - BOT BAY

M-307 HVAC SECTION - BOT BAY LOOKING NORTH

M-401 HVAC NEW WORK ENLARGED PLAN - MECHANICAL YARD

M-402 HVAC NEW WORK ENLARGED PLAN - WST 135 & ELECTRICAL 136

M-403 HVAC PIPING NEW WORK ENLARGED PLAN - WST 135 & ELECTRICAL 136

M-404 HVAC NEW WORK ENLARGED PLAN - COMPUTER RM 156

M-405 HVAC PIPING NEW WORK ENLARGED PLAN - PARTIAL COMPUTER RM 156 & PARTIAL BOT

M-406 HVAC NEW WORK ENLARGED PLAN - BOT 162

M-407 HVAC CHILLED WATER FLOW DIAGRAM

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-503 HVAC DETAILS

M-504 HVAC DETAILS

M-505 HVAC DETAILS

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES

M-603 HVAC SCHEDULES

M-604 HVAC SCHEDULES

M-700 HVAC CONTROLS LEGEND

M-701 HVAC CONTROLS NETWORK ARCHITECTURE AND OCCUPANCY SCHEDULES

M-702 HVAC CONTROLS - MISC POINTS

M-703 HVAC CONTROLS - VAV AHU CONTROL SCHEMATIC

M-704 HVAC CONTROLS - VAV AHU CONTROL SEQUENCE

M-705 HVAC CONTROLS - VAV AHU POINTS LIST

M-706 HVAC CONTROLS - VAV TERMINAL UNITS

M-707 HVAC CONTROLS - COMPUTER ROOM AIR HANDLING UNITS

M-708 HVAC CONTROLS - DUCTLESS SPLIT SYSTEM HEAT PUMP

M-709 HVAC CONTROLS - CHILLED WATER SYSTEM

M-710 CHILLED WATER SYSTEM POINTS LIST

M-901 HVAC ISOMETRIC - MECHANICAL YARD

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1. APPLICABLE CODES AND STANDARDS

ABBREVIATIONS TITLE EDITION

IBC INTERNATIONAL BUILDING CODE 2021

IEBC INTERNATIONAL EXISTING BUILDING CODE 2021

NFPA 1 FIRE CODE 2021

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS 2021

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2022

NFPA 24 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND

THEIR APPURTENANCES

NFPA 70 NATIONAL ELECTRICAL CODE 2023

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2022

NFPA 80 STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES 2019

NFPA 90A STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND

VENTILATING SYSTEMS

NFPA 101 LIFE SAFETY CODE 2021

UFC 1-200-01 DOD BUILDING CODE 1 SEPTEMBER,

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES CHANGE 6, 6

MAY, 2021

UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS CHANGE 1, 6

MAY, 2021

UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS CAHNGE 1, 01

JANUARY, 2010

ECB 2018-17 NEW REQUIREMENTS FOR VISUAL NOTIFICATION FOR MASS NOTIFICATION

SYSTEMS

20 JANUARY,

DAFMAN 91-203 AIR FORCE OCCUPATIONAL SAFETY, FIRE, AND HEALTH STANDARDS 25 MARCH, 2022

3. CLASSIFICATION OF OCCUPANCY

AREAS OCCUPANCY IBC NFPA 101

ADMIN, BOT BAY, BRIEFING, CLASSIFIED

VIEWING, CLASSROOM, COMMS, COMPUTER

ROOM, CORRIDOR, INSTRUCTOR, ISSSO,

LEAD INSTRUCTOR, LEARNING CENTER,

LOBBY, LOBBY/BREAK ROOM, MMEN,

MX-REPAIR, P-PTT, PO/QAR, SCHED,

SIMULATOR BAY, SITE

MANAGER/SCHEDULER, SITE MGR, SPACE,

UNASSIGNED, VESTIBULE, WOMEN, WST

KC46 BAY

BUSINESS, GROUP B 304.1 6.1.11

C.G, CBT, DIRTY ROOM, ELEC/MECH,

HYDRAULIC ROOM MECHANICAL, LOAD

MASTER, MAIN. MGR, MAINTENANCE, PARTS

STORAGE, RDS, SECURE STORAGE,

STOCKROOM, STORAGE, TMS,

JANITOR/STORAGE

MODERATE-HAZARD STORAGE, GROUP

S-1

311.2 6.1.13

6. MODIFIED ALLOWABLE HEIGHT (IBC 504)

OCCUPANCY

BUILDING

FACTOR

MODIFIED ALLOWABLE HEIGHT (FT /

STORY) ACTUAL HEIGHT (FT/STORY)

B / S-1* S 75 / 3 39/2

2. TYPE OF CONSTRUCTION (IBC TABLE 601)

BUILDING ELEMENT

TYPE OF

CONSTRUCTION

FIRE RESISTANCE

RATING

PRIMARY STRUCTURAL FRAME IIB 0 HR

BEARING EXTERIOR WALL IIB 0 HR

BEARING INTERIOR WALL IIB 0 HR *

NON-BEARING EXTERIOR WALL IIB 0 HR

NON-BEARING INTERIOR WALL IIB 0 HR *

FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND

JOISTS

IIB 0 HR *

ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS IIB 0 HR

8. BUILDING SEPARATION (IBC TABLE 705.5)

OCCUPANCY ELEVATION

RESTRICTIVE FIRE

SEPARATION DISTANCE (FT)

FIRE RESISTIVE RATING OF

EXTERIOR WALL

B/ S-1 NORTH/SOUTH/WEST/EAST ≥ 10 NO RATING

10. OCCUPANT LOAD CALCULATIONS (NFPA 101)

FLOOR AREA FUNCTION OF SPACE

AREA

(SF)

OCCUPANT

LOAD FACTOR

(SF/PERSON) OCCUPANTS

LEVEL 1 ADMIN, BOT BAY, CLASSIFIED VIEWING,

COMMS, COMPUTER ROOM,

CORRIDOR, INSTRUCTOR, ISSO, LEAD

INSTRUCTOR, LOBBY, LOBBY/ BREAK

ROOM, MEN, MX - REPAIR, P-PTT, PO /

QAR, SCHED, SIMULATOR BAY, SITE

MANAGER / SCHEDULER, SITE MGR,

VESTIBULE, WOMEN, WST KC46 BAY

BUSINESS AREAS 17,063 150 114

LEVEL 1 BREAK ROOM, BRIEFING ROOMS,

CLASSROM, LEARNING CENTER

ASSEMBLY WITHOUT

FIXED SEATING

630 15 42

LEVEL 1 C.G, CBT, DIRTY ROOM, LOAD MASTER,

MAINT. MGR, MAINTENANCE, PARTS

STORAGE, RDS, SECURE STORAGE,

STOCKROOM, STORAGE, TMS

ACCESSORY

STORAGE

5,017 300 17

LEVEL 1 ELEC / MECH, ELECTRICAL, HYDRAULIC

ROOM MECHANICAL, MECHANICAL

STORAGE 1,029 500 3

LEVEL 1 TOTAL 23,739 176

LEVEL 2 CORRIDOR, LOBBY, MEN'S TOILET,

STAIRS, VESTIBULE, WOMEN'S TOILET

BUSINESS AREAS 4,097 150 28

LEVEL 2 JANITOR / STORAGE ACCESSORY

STORAGE

1,320 300 5

LEVEL 2 BREAK ROOM, BRIEFING ROOMS ASSEMBLY WITHOUT

FIXED SEATING

1,044 15 70

LEVEL 2 MECHANICAL ROOM STORAGE 1,294 500 3

LEVEL 2 TOTAL 4,099 106

11. OCCUPANT LOAD SUMMARY AND MINIMUM EXITS FROM FLOOR

FLOOR GROSS AREA (SF) OCCUPANTS

REQUIRED EXITS

(NFPA 101)

REQUIRED EXIT SEPARATION

(NFPA 101)

LEVEL 1 23,739 177 2 1/3 DIAGONAL

LEVEL 2 4,099 107 2 1/3 DIAGONAL

7. PROTECTION FROM HAZARDS AND OTHER PASSIVE FIRE PROTECTION

AREA REQUIRED RATING CODE

MECHANICAL ROOM, CLASSROOM,

COMPUTER ROOM

0 HOUR SMOKE PARTITION NFPA 101 SECTION

38.3.2.1, 8.7.1.2

SIMULATOR 1 HR FIRE BARRIER DAFMAN 91-203

EXISTING EGRESS STAIRWAY 1/2 HR FIRE BARRIER (1 HR PROVIDED) NFPA 39.3.1.1, 8.6.5

9. OPENING PROTECTION FOR FIRE AND SMOKE RESISTIVE

CONSTRUCTION

COMPONENT

FIRE DOOR / SHUTTER

ASSEMBLIES DUCT PENETRATIONS

OTHER

PENETRATIONS NFPA 101

1 HR FIRE

BARRIER

3/4 HR 1-1/2 HR FIRE DAMPER ONLY

ON TRANSFER DUCTS IN H

OCCUPANCIES

1 HR 8.5.4, 8.5.5.2.1,

8.5.6.3

0 HR SMOKE

PARTITION

0 HR (SELF CLOSING) SMOKE DAMPER ON TRANSFER

DUCT ONLY

0 HR IBC TABLE

716.1(2)

IBC 717.5.2

NFPA 90A 5.3.1.1

IBC TABLE

717.3.2.1

IBC 714.4.1

1 HR FIRE

BARRIER FOR

SHAFT

ENCLOSURE

1 HR 1-1/2 HR FIRE/SMOKE DAMPER 1 HR IBC 716.1,

717.5.3

12. MINIMUM EXITS OR EXIT ACCESSES FROM A SPACE OR AREA

(NFPA 101 7.4.1)

OCCUPANCY

OCCUPANT LOAD PERMITTING ONE

EXIT

OCCUPANT LOAD REQUIRING

TWO EXITS CODE

BUSINESS LESS THAN 100' COMMON PATH 100' OR GREATER COMMON PATH 38.2.4, 38.2.4.3

STORAGE LESS THAN 100' COMMON PATH 100' OR GREATER COMMON PATH TABLE 42.2.5

* BASED OFF OF TYPE IIB CONSTRUCTION

5. MODIFIED ALLOWABLE AREA (IBC 506.2)

OCCUPANCY

BUILDING

FACTOR

ALLOWABLE AREA

(SQFT) *

FRONTAGE

INCREASE

(SQFT)

MODIFIED

ALLOWABLE AREA

(SQFT)

ACTUAL

AREA (SQFT)

B SM 69,000 17,250 86,250 21,160

S-1 SM 52,500 13,125 65,652 8,660

13. COMMON PATH, DEAD-END, AND TRAVEL DISTANCE LIMITS

OCCUPANCY COMMON PATH LIMIT (FT) DEAD END LIMIT (FT) TRAVEL DISTANCE LIMIT (FT)

BUSINESS 100 50 300

STORAGE, ORDINARY

HAZARD

100 100 400

14. MINIMUM EGRESS WIDTHS

COMPONENT REQUIREMENT WIDTH (IN) NFPA 101

EXISTING STAIRS MINIMUM WIDTH PER COMPONENT 36 TABLE 7.2.2.2.1.1

(b)

DOORS IN EGRESS ACCESS PER COMPONENT 32 7.2.1

CORRIDOR SERVING LESS THAN 50 OCCUPANTS PER COMPONENT 36 7.1.3.1

CORRIDOR FOR ACCESS TO ELECTRICAL /

MECHANICAL SYSTEMS

PER COMPONENT 28 7.14.3.4

OTHER EGRESS COMPONENTS PER PERSON 0.2 TABLE 7.3.3.1

STAIRWAYS PER PERSON 0.3 TABLE 7.3.3.1

15. MAXIMUM EGRESS COMPONENT CAPACITY

FLOOR COMPONENT

RESTRICTING EGRESS

COMPONENT / WIDTH

MAXIMUM OCCUPANT

CAPACITY OF COMPONENT

OCCUPANT

LOADING

LEVEL 2 2 STAIRS STAIR / 44 INCHES 146 107

16. MINIMUM INTERIOR FINISH RATINGS (NFPA 101)

OCCUPANCY

EXIT ENCLOSURE AND EXIT

PASSAGEWAYS CORRIDORS

ROOMS AND ENCLOSED

SPACES

BUISNESS, STORAGE CLASS C CLASS C CLASS C

17. FIRE SUPPRESSION REQUIREMENTS (UFC 3-600-01, 9-7,9-10,9-17)

SPRINKLERS STANDPIPE FIRE EXTINGUISHERS

WET-PIPE AND PREACTION

SPRINKLER SYSTEMS PROVIDED IN

THE EXISTING SPACES. EXPANSION

PROVIDED WITH WET-PIPE AND

PREACTION SPRINKLER SYSTEMS.

NOT REQUIRED FIRE EXTINGUISHERS PROVIDED

THROUGHOUT THE EXISTING

FACILITY. EXPANSION PROVIDED

WITH NEW FIRE EXTINGUISHERS

* FOR NONSEPARATED OCCUPANCIES THE MOST RESTRICTIVE OCCUPANCY LIMITATIONS ARE USED.

* EXCEPT AS REQUIRED FOR OCCUPANCY SEPARATION, INCIDENTAL USE, AND OTHER PASSIVE FIRE

PROTECTION.

4. OCCUPANCY SEPARATION

FLOOR / OCCUPANCY SEPARATION SEPARATION RATING IBC

LEVEL 1 / B / S-1 NONSEPARATED 0 HR BARRIER 508.3.3

LEVEL 2 / B / S-1 NONSEPARATED 0 HR BARRIER 508.3.3

18. MINIMUM REQUIRED FIRE FLOW (UFC 3-600-01, NFPA 1)

FIRE FLOW AREA (SF) TYPE OF CONSTRUCTION MINIMUM FIRE FLOW (GPM) FLOW DURATION (HR)

31,494 II(000) 1,000 2

19. FIRE EXTINGUISHER DISTRIBUTION (NFPA 10)

OCCUPANCY

PRIMARY CLASSIFICATION

OF FIRE AND HAZARD

MINIMUM

RATING

MINIMUM FLOOR

AREA PER A (SQFT) MAX TRAVEL DISTANCE (FT)

BUSINESS CLASS A:C - ORDINARY 2-A 1,500 75

STORAGE CLASS A - ORDINARY 4-A 1,000 75

SIM BAYS CLASS C - ORDINARY 2A10B:C 1,500 75

20. FIRE ALARM REQUIREMENTS (UFC 3-600-01, 9-18)

MANUAL INITIATION AUTOMATIC INITIATION OCCUPANT NOTIFICATION

PROVIDED PROVIDED REQUIRED*

* HORN STROBES WITH CLEAR LENS (FA) AND AMBER ALERT STROBES WITH SPEAKER (MNS) PROVIDED

THROUGHOUT THE FACILITY AND EXPANDED IN THE SCOPE OF WORK AREA.

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LEAD

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INSTRUCTORS

ADMIN

SITE MGR.

CORR

VEST.

117A

PARTS STORAGE

LOBBY

STORAGE

CLASSIFIED

VIEWING

RDS

CORR

TMS

109 MAINT MGR

SECURE

STORAGE

STOCKROOM

MAINTENANCE

CORR

DIRTY ROOM

LOAD MASTER

COMPUTER

ROOM

PO/QAR

WOMEN

MEN

C.G.

MECH.

125 Space

SITE MGR /

SCHED

ISSO

139A

MX - OFFICE

MX - REPAIR

LOBBY/BREAK

CORR

INSTRUCTOR

SUITE-1

143-1

BRIEFING

BRIEFING

CORR-1

134-1

CORR

P-PTT

UNASSIGNED

WST KC46 BAY-1

135-1

CORR

CORR

BRIEFING

BRIEFING

COMMS

LEARNING

CENTER

CLASSROOM

BOT BAY

COMPUTER

ROOM

ELECTRICAL

SIMULATOR BAY

MECHANICAL

ELEC./MECH.

HYDRAULIC

ROOM

MECHANICAL

STAIR

A

B

C

D

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F

1 2 3 4 5 6 7 8 9 10 11 121.5

A.1

139.7

A.2

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72"

36"

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36"

72"

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36"

36"

36"

16'

36"

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36"

36"

36"

72"

36"

36"

36"

72"

36"

72"

36"

72"

36"

72"

36"

36"

Space

MECHANICAL

YARD

45'

36"

36"

96'CP:84'

106'CP:50'

C P

:1

86'

FE:SR

FE:SR

F E

:F R

EXISTING EXTERIOR

STAIRWAY IN

COMPLIANCE WITH NFPA

101 SECTION 7.2.2.5.2.

FE:SR

1 HR FIRE BARRIER

FIRE AND SMOKE RESISTIVE CONSTRUCTION

REQUIRED WIDTH

EXIT CAPACITY

OCCUPANTS SERVED

COMMON PATH

OF TRAVEL

TRAVEL

DISTANCE

EGRESS

PATH

COMMON PATH

TERMINATION

POINT

PORTABLE FIRE EXTINGUISHERS

EXIT DOOR

PROVIDED WIDTH

32"

36"

44"

54"

DOOR EGRESS TAG STAIR EGRESS TAG

EGRESS PATH

DEAD END CORRIDOR

10'

TERMINATION OF

DEAD END CORRIDOR

DEAD END DISTANCE

ACCESSORY STORAGE

AREAS

BUSINESS AREAS

1 PERSON / 300 SQFT GROSS

1 PERSON / 150 SQFT GROSS

50'CP:25'

EXTINGUISHER TYPE

A:B:C: TYPE DRY CHEMICAL

4A-20B:C

ASSEMBLY LESS

CONCENTRATED

1 PERSON / 15 SQFT NET

FE: FIRE EXITINGUISHER

FR: FULLY RECESSED CABINET

SR: SEMI-RECESSED CABINET

FE:SR

EXIT SIGNS, CEILING: ARROW INDICATES EGRESS

EXIT SIGNS

KEY PLAN

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LEGEND

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SCALE: 3/32" = 1'-0"

A1

LIFE SAFETY FIRST FLOOR PLAN

1. REFER TO ARCHITECTURAL LEGEND FOR ADDITIONAL

INFORMATION REGARDING SYMBOLS AND ABBREVIATIONS.

2. REFER TO GI001 FOR LIFE SAFETY NARRATIVE AND BUILDING

CODE ANALYSIS.

3. REFER TO THE FIRE SUPPRESSION AND ALARM PLANS FOR

LOCATION OF FIRE PROTECTION DEVICES.

4. FINAL LOCATIONS OF FIRE EXTINGUISHERS SHALL BE

APPROVED BY THE AHJ PRIOR TO INSTALLATION. EXISTING

FIRE EXTINGUISHER LAYOUT HAS NOT BEEN EVALUATED.

5. EXISTING BUILDING IS IN COMPLIANCE WITH EXISTING

OCCUPANCY IN NFPA101 AND NEW WORK WILL NOT IMPACT

ANY EXISTING EGRESS.

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MECHANICAL

ROOM

BREAK ROOM

STAIR NO. 1

LOBBY

VESTIBULE

JANITOR / STOR.

MEN'S TOILET

WOMEN'S TOILET

CORRIDOR

VESTIBULE

BRIEFING ROOM

BRIEFING ROOM

BRIEFING ROOM

BRIEFING ROOM

STAIR NO. 2

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

A

B

C

D

E

F

2 3 4 5 6 7 8

A.1

Space

Space

C P

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EXISTING EXTERIOR

STAIRWAY IN

COMPLIANCE WITH NFPA

101 SECTION 7.2.2.5.2.

27' - 4 3/8"

1 HR FIRE BARRIER

FIRE AND SMOKE RESISTIVE CONSTRUCTION

REQUIRED WIDTH

EXIT CAPACITY

OCCUPANTS SERVED

COMMON PATH

OF TRAVEL

TRAVEL

DISTANCE

EGRESS

PATH

COMMON PATH

TERMINATION

POINT

PORTABLE FIRE EXTINGUISHERS

EXIT DOOR

PROVIDED WIDTH

32"

36"

44"

54"

DOOR EGRESS TAG STAIR EGRESS TAG

EGRESS PATH

DEAD END CORRIDOR

10'

TERMINATION OF

DEAD END CORRIDOR

DEAD END DISTANCE

50'CP:25'

EXTINGUISHER TYPE

A:B:C: TYPE DRY CHEMICAL

4A-20B:C

ACCESSORY STORAGE

AREAS

BUSINESS AREAS

1 PERSON / 300 SQFT GROSS

1 PERSON / 150 SQFT GROSS

ASSEMBLY LESS

CONCENTRATED

1 PERSON / 15 SQFT NET

EXIT SIGNS

EXIT SIGNS, CEILING: ARROW INDICATES EGRESS

KEY PLAN

PLAN NORTH

A B

GENERAL SHEET NOTES

LEGEND

US Army Corps of Engineers ®

SHEET ID

U S

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M Y

C O

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LIFE SAFETY SECOND FLOOR PLAN

1. REFER TO ARCHITECTURAL LEGEND FOR ADDITIONAL

INFORMATION REGARDING SYMBOLS AND ABBREVIATIONS.

2. REFER TO GI001 FOR LIFE SAFETY NARRATIVE AND BUILDING

CODE ANALYSIS.

3. REFER TO THE FIRE SUPPRESSION AND ALARM PLANS FOR

LOCATION OF FIRE PROTECTION DEVICES.

4. EXISTING SECOND FLOOR FIRE EXTINGUISHER LAYOUT IS

OUT OF SCOPE AND HAS NOT BEEN EVALUATED. EXISTING

FIRE EXTINGUISHERS TO REMAIN.

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GENERAL NOTES

COORDINATION AND COMMUNICATION

ACCESS AND STAGING

TRAFFIC CONTROL

EQUIPMENT AND STOCKPILE HEIGHT

1. SEE DRAWING CS110 FOR HORIZONTAL AND VERTICAL CONTROL BENCHMARK INFORMATION.

2. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET, UNLESS INDICATED OTHERWISE.

3. CALLOUTS, COORDINATES, AND DIMENSIONS ARE POINTED TO OR MEASURED TO STRUCTURE

CENTER, EDGE OF PAVEMENT, BACK OF CURB, OR OUTSIDE FACE OF FOUNDATION WALL,

UNLESS INDICATED OTHERWISE.

4. SEE SPECIFICATIONS FOR GUIDANCE ON WORK AUTHORIZATION AND INSPECTION.

5. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS/SPECIFICATIONS AND

FEDERAL REGULATIONS AND LOCAL AND GOVERNMENT CODES. ANY DISCREPANCIES FOUND IN

THE PLANS, SPECIFICATIONS, AND REGULATIONS SHALL BE FORMALIZED IN WRITING IN

ACCORDANCE WITH THE SPECIFICATIONS.

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT, AND

DELIVERIES ARE ILLUSTRATED ON DRAWINGS. SEE SHEET GC101 FOR HAUL ROUTES AND

ENTRY POINTS. SEE SPECIFICATION 00 80 00.00 06 SPECIAL PROVISIONS FOR ACCESS AND

PERMITTING REQUIREMENTS.

2. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM DEBRIS CAUSED

FROM CONSTRUCTION ACTIVITIES ON A DAILY BASIS.

3. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE CONSTRUCTION

LIMITS. ANY EXCEPTIONS SHALL BE IN ACCORDANCE WITH SPECIFICATION 00 80 00.00 06

SPECIAL PROVISIONS.

4. CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION FENCING AROUND THE ENTIRE

SITE DURING CONSTRUCTION.

5. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND STOCKPILE AREA FOR

MATERIALS AND EQUIPMENT. ALL LAYOUT AND STOCK PILES SHALL BE IN ACCORDANCE WITH

SPECIFICATION 00 80 00.00 06 SPECIAL PROVISIONS.

6. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT AND

VEHICLES SHALL BE PARKED IN THE STAGING AREA.

7. THE CONSTRUCTION SITE IS WITHIN A SECURE BASE. ANY ACCESS TO THE BASE REQUIRES

SPECIFIC BASE ACCESS. THIS REQUIREMENT APPLIES TO CONTRACTORS, SUB CONTRACTORS,

VENDORS, AND DELIVERY DRIVERS. CONSULT SPECIAL PROVISION FOR GUIDANCE ON BASE

ACCESS.

8. ALL CONTRACTOR VEHICLES AND PERSONNEL SHALL BE RESPONSIBLE FOR COORDINATING

WITH THE BASE SECURITY OFFICE IN OBTAINING PROPER SECURITY CLEARANCE AND BADGING

PRIOR TO ENTERING SECURE AREAS.

9. ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER AREAS DISTURBED BY THE

CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER TO THE

SATISFACTION OF THE COR.

1. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE

APPROVAL OF THE COR, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES

DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE WORK IS IN PROGRESS. THE

PRIMARY CONSTRUCTION SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE

CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE

CONTRACTOR'S PRIMARY CONSTRUCTION REPRESENTATIVE IS NOT AVAILABLE ON THE

CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE PROVIDED. CONTRACTOR

SHALL PROVIDE NAMES AND CONTACT INFORMATION OF REPRESENTATIVES TO THE COR

PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN

SUBCONTRACTORS AND WITH THE COR.

3. THE FOLLOWING CONTACT INFORMATION IS PROVIDED FOR CONTRACTOR'S USE IN CASE OF

AN EMERGENCY:

a. EMERGENCY 911

b. COR ###-###-#### (NUMBER TO BE PROVIDED AT NTP. CONTRACTOR TO REQUEST)

1. ALL FENCING, TRAFFIC, SIGNING, AND STAGING SHALL BE APPROVED BY THE GOVERNMENT

AND IN COMPLIANCE WITH SPECIFICATIONS AND SPECIAL PROVISIONS PRIOR TO BEING

BROUGHT ONTO THE BASE.

2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY DESIGNS,

INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY VISIBLE. CONTRACTOR SHALL PROVIDE

EACH VEHICLE WITH A FLAG ATTACHED TO THE VEHICLE WHICH SHOULD BE AT LEAST 3 FEET

SQUARE HAVING INTERNATIONAL ORANGE AND WHITE CHECKERED PATTERN SO THAT THE

FLAG IS EASILY VISIBLE.

3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN

ALARM WHEN MOVING IN REVERSE.

4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING PAVEMENT-TO-REMAIN.

5. NO PEDESTRIAN TRAFFIC SHALL BE ALLOWED THROUGH THE CONSTRUCTION LIMITS.

6. ADVANCE NOTIFICATION OF ROAD CLOSURE SHALL BE IN ACCORDANCE WITH SPECIFICATION

00 80 00.00 06 SPECIAL PROVISIONS.

7. ANY CHANGE OR REMOVAL OF DIRECTION SIGNAGE BARRICADES OR FENCES SHALL BE

APPROVED BY THE COR AND IN COMPLIANCE WITH SPECIFICATIONS AND SPECIAL PROVISIONS

PRIOR TO BEING BROUGHT ONTO THE BASE.

8. CONTRACTOR SHALL ATTEND ANY SPONSOR-MANDATED VEHICLE OPERATOR OR FOREIGN

OBJECT DEBRIS/DAMAGE (FOD) CONTROL TRAINING COURSE.

9. ANY DAMAGE TO ROADS AND PAVEMENTS-TO-REMAIN DUE TO CONSTRUCTION EQUIPMENT OR

TRAFFIC SHALL BE REPAIRED TO RESTORE THE ROADS AND PAVEMENTS TO THEIR ORIGINAL

CONDITION TO THE SATISFACTION OF THE COR.

1. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION EQUIPMENT OPERATING IN AN

AIRCRAFT OPERATIONS AREA IS GOVERNED BY FEDERAL AVIATION ADMINISTRATION (FAA)

ADVISORY CIRCULAR AC 150/5370-2E AND AC 150/5300-13 (CURRENT EDITIONS). WHEN

EQUIPMENT IS EXPECTED TO PENETRATE THE AIRFIELD APPROACH SURFACES OR WHEN

CRANES WILL BE USED ON-SITE, CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 45 DAYS

TO THE COR AND BASE AIRFIELD OPERATIONS PRIOR TO THE START OF CONSTRUCTION TO

COORDINATE THE SUBMITTAL OF FAA FORM 7460-1 TO THE FAA REGIONAL OFFICE.

PERMISSION TO USE CRANES SHALL BE ISSUED BY BASE AIRFIELD OPERATIONS AND IN

ACCORDANCE WITH SPECIFICATION 00 80 00.00 06 SPECIAL PROVISIONS AND APPROVED BY

THE FAA.

2. DURING PERIODS OF LOW VISIBILITY, VEHICLES AND EQUIPMENT SHALL BE IDENTIFIED BY AN

APPROPRIATELY SIZED FLASHING OR STEADY BURNING AMBER BEACON MOUNTED ON THE

UPPERMOST PART OF THE VEHICLE OR EQUIPMENT SUCH THAT IT IS CONSPICUOUS FROM ANY

DIRECTION INCLUDING FROM THE AIR. IF A VEHICLE OR PIECE OF EQUIPMENT IS NOT

FURNISHED WITH SUCH A BEACON, IT MUST BE ESCORTED INTO THE AIRCRAFT OPERATIONS

AREA BY A PROPERLY LIT VEHICLE.

3. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL HAVE BOOMS OR ARMS

LOWERED TO THEIR LOWEST ELEVATION.

4. CONTRACTOR SHALL NOT STOCKPILE CONSTRUCTION MATERIALS, SPOILS, OR DEBRIS IN ANY

AREA WHERE SUCH STOCKPILES WOULD PENETRATE AVIATION SURFACES. ALL STOCKPILES

ADJACENT TO AIRCRAFT OPERATIONS AREA SHALL BE IDENTIFIED WITH A 360-DEGREE RED

OBSTRUCTION LIGHT PLACED AT THE HIGHEST POINT OF THE STOCKPILE. STOCKPILING OF

MATERIAL WITHIN THE AIRFIELD SAFETY AREAS IS PROHIBITED.

1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OSHA REGULATIONS, EM

385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL, LATEST EDITION, AND THE STATE OF

CALIFORNIA LAWS CONCERNING EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION, TRENCHING,

AND SHORING ARE PERFORMED IN A MANNER THAT COMPLIES WITH LOCAL REGULATIONS AND

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS FOR

CONSTRUCTION.

3. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY

MARKED WITH ORANGE BARRICADES WITH FLASHING RED LIGHTS ACCEPTABLE TO THE COR.

4. ADVANCE WRITTEN NOTIFICATION AND APPROVAL SHALL BE OBTAINED PRIOR TO PROCEEDING

WITH ANY EXCAVATIONS IN ACCORDANCE WITH THE SPECIAL PROVISIONS.

5. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED.

CONTRACTOR SHALL ASSUME THAT ALL GROUND WATER ENCOUNTERED DURING EXCAVATION

IS CONTAMINATED AND SHALL BE PUMPED INTO CONTAINERS AND STORED FOR TESTING AND

DISPOSAL. CONTRACTOR TO PROVIDE VERIFICATION OF LEGALLY DISPOSING CONTAMINATED

GROUDNWATER, AS WELL AS INCORPORATING THE PUMPING AND DISPOSAL OF 20,000

GALLONS OF CONTAMINATED GROUNDWATER INTO THEIR BID.

6. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND READY FOR PLACING

THEREIN. AS SOON AS POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED AND WORK

APPROVED, BACKFILL AND COMPACT TRENCHES AS SPECIFIED.

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL

SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS AND EM 385-1-1 SAFETY AND

HEALTH REQUIREMENTS MANUAL, LATEST EDITION.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE

PERMITS, FEES AND LICENSES FOR CONSTRUCTION AND EQUIPMENT.

3. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS THROUGHOUT THE PROJECT AND

REMEDY ANY SAFETY CONCERNS IMMEDIATELY.

4. THERE SHALL BE NO PERMANENT WASTE SITES ON BASE PROPERTY. ANY TEMPORARY WASTE

AREA SHALL BE APPROVED BY THE COR AND SHALL BE KEPT IN AN ORDERLY CONDITION.

REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED IS SUBJECT TO THE DIRECTION OF

THE COR.

5. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY GOVERNMENT-OWNED

EQUIPMENT WITH THE COR.

6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIREMENTS WITH STATE AND

LOCAL AUTHORITIES AND SUBMITTING DOCUMENTS FOR PERMITTING FOR EROSION, SEDIMENT

CONTROL, AND STORMWATER POLLUTION PREVENTION.

7. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND HAUL ROUTES, STAGING

AREA, AND ANY MATERIAL STOCKPILES WHEN NECESSARY TO CONTROL EROSION AND STORM

WATER RUNOFF. SEE DRAWING CG501 FOR EROSION AND SEDIMENT CONTROL

REQUIREMENTS.

8. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT

RESULTING FROM WIND CONDITIONS.

9. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY

CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE TO BASE AIRFIELD OPERATIONS. THE

CONTRACTOR SHALL CONTROL BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL ROUTE

OR WORK AREA REGARDLESS OF SOURCE.

10. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM CONSTRUCTION

PERSONNEL AND ACTIVITIES SHALL BE REMOVED FROM THE PROJECT LIMITS.

11. ALL PLANNED EXCAVATION SHALL BE REVIEWED BY THE COR FOR POTENTIAL MONITORING BY

TRIBAL NATIONS, ANY EXCAVATIONS THAT QUALIFY REQUIRE NOTIFICATION AND PAID

MONITORING IN ACCORDANCE WITH THE SPECIAL PROVISIONS.

12. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM CONTRACTOR'S

OPERATIONS OR ACTIVITIES SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THE

SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS AND PROPERLY REMOVED FROM

THE PROJECT PROPERTY. IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED

DURING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR.

13. ADVANCE WRITTEN NOTIFICATION OF UTILITY DISRUPTIONS SHALL BE IN ACCORDANCE WITH

THE SPECIAL PROVISIONS.

14. FAILURE TO COMPLY WITH BASE OPERATIONS AND THE COR SAFETY REQUIREMENTS SHALL

RESULT IN THE SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE

ADDRESSED BY THE CONTRACTOR TO THE SATISFACTION OF THE COR.

15. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN OR BASE

OPERATIONS SHALL IMMEDIATELY BE REMOVED FROM THE WORK AREA AND SHALL NOT BE

PERMITTED TO RETURN THROUGHOUT THE REMAINDER OF THE PROJECT.

1. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN AND PROPOSED PROJECT

SCHEDULE TO THE COR FOR REVIEW. SUCH REVIEW SHALL NOT HOLD THE COR RESPONSIBLE.

THE SAFETY PLAN SHALL IDENTIFY THE FOLLOWING ITEMS:

a. PROPOSED ACCESS POINTS, HAUL ROUTES, AND STAGING AREA.

b. LOCATION AND TYPE OF BARRICADES OR OTHER TRAFFIC CONTROL DEVICES.

c. AREAS TO WHICH CONSTRUCTION OPERATIONS SHALL BE LIMITED, ALONG WITH PROPOSED

MEASURES TO MINIMIZE THE POSSIBILITY OF CONTRACTOR EQUIPMENT AND WORKERS

ACCIDENTALLY ENTERING THE AVIATION OPERATIONS AREA.

d. METHODS BY WHICH THE CONTRACTOR SHALL COMMUNICATE WITH THE BASE, AIRFIELD, AND THE COR.

e. PRIMARY CONSTRUCTION SUPERINTENDENT CONTACT INFORMATION.

f. ANY REQUESTED TEMPORARY AMENDMENTS TO THE BASE AIRFIELD SECURITY PLAN FOR

SPECIAL CONDITION OR MODIFICATIONS.

1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STORM WATER PERMIT FOR LAND

DISTURBANCE OF MORE THAN 1 ACRE PRIOR TO CONSTRUCTION. CONTRACTOR IS

RESPONSIBLE FOR COORDINATING WITH LOCAL AUTHORITIES TO COMPLETE AND SUBMIT THE

STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR APPROVAL. LOCAL AUTHORITIES

INCLUDE BUT ARE NOT LIMITED TO COUNTY AND CITY STORMWATER MANAGEMENT GROUPS.

CONTRACTOR SHALL COORDINATE ALL ENVIRONMENTAL AND STORM WATER

CORRESPONDENCE, DOCUMENTATION, AND PERMITTING WITH COR. THE STORMWATER

PERMITTING PROCESS MAY INCLUDE THE FOLLOWING:

a. SUBMIT STORM WATER QUALITY PERMIT APPLICATION FEE.

b. SUBMIT MPDES GENERAL CONSTRUCTION PERMIT.

c. SUBMIT STORM WATER POLLUTION PREVENTION PLAN.

d. SUBMIT AFFIDAVIT STATING PROPERTY OWNER'S COMMITMENT TO COMPLY WITH STORM

WATER QUALITY MANAGEMENT PLAN AND LOCAL REGULATIONS FOR STORM WATER

QUALITY MANAGEMENT.

e. SUBMIT COPY OF APPROVED PROJECT DRAWING SET.

2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATORY REQUIREMENTS. THE PERMITTING PROCESS MAY INCLUDE

THE SUBMISSION OF THE FOLLOWING TYPES OF PERMITS:

a. EROSION AND SEDIMENT CONTROL.

b. STORMWATER MANAGEMENT.

c. WATER POLLUTION.

d. FLOODPLAIN MANAGEMENT.

e. DISCHARGE PERMIT.

f. WETLANDS.

g. SOLID AND HAZARDOUS WASTE.

h. CLEARING.

i. DIG PERMIT AF103.

j. TRAFFIC.

k. AIR QUALITY.

l. AIR EMISSIONS.

m. DRINKING WATER.

n. FUEL TANKS.

o. HISTORIC, CULTURAL, AND ARCHAEOLOGICAL PRESERVATION.

p. NOISE ABATEMENT.

q. ENDANGERED SPECIES.

r. AIRPORT HAZARD/AIRFIELD SAFETY CLEARANCES.

s. WELDING PERMIT (HOT WORK) FOR ANY WELDING OR CUTTING OPERATIONS.

EXCAVATION AND TRENCHES

OTHER SAFETY REQUIREMENTS

CONTRACTOR SAFETY PLAN SUBMITTALS

CONTRACTOR PERMITTING REQUIREMENTS

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1. SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES USED TO REDUCE THE AMOUNT OF

SOIL PARTICLES THAT ARE CARRIED OFF AN AREA AND DEPOSITED INTO A DRAINAGE

COLLECTION SYSTEM OR INTO A BODY OF WATER. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR ENSURING THAT EROSION AND SEDIMENTATION ARE CONTROLLED TO THE EXTENT

PRACTICABLE. ALL APPLICABLE SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

IMPLEMENTED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES.

PRIOR TO INITIATING CONSTRUCTION IN AN AREA, ALL TEMPORARY EROSION AND SEDIMENT

CONTROL PRACTICES SHALL BE IN PLACE. UPON PROJECT COMPLETION ALL TEMPORARY SOIL

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED.

2. TEMPORARY EROSION CONTROL SHALL BE THE CONTRACTOR'S RESPONSIBILITY, WHO SHALL

UTILIZE APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS). THOSE BMPS SHALL CONSIST

OF SILT FENCE, WATTLES OR OTHER MEANS TO CONTROL EROSION AS NEEDED. THE

CONTRACTOR SHALL PROVIDE AND FOLLOW THE EROSION AND SWPPP PLANS AS NEEDED.

3. CONTRACTOR SHALL PLACE SILT FENCE AS SHOWN ON CG110 PRIOR TO BEGINNING WORK.

THE DEVICES SHALL BE PLACED DOWN-SLOPE OF DISTURBED AREAS WHERE SHEET EROSION

WOULD OCCUR. SILT FENCE SHALL BE CLEANED AND REPAIRED WHEN SEDIMENT BUILDUP

REACHES ONE-THIRD OF SILT FENCE HEIGHT. AFTER SIGNIFICANT RUNOFF EVENTS, THE

CONTRACTOR SHALL INSPECT ALL EROSION CONTROL STRUCTURES FOR SILT BUILD-UP THAT

INTERFERES WITH THE PERFORMANCE OF THE EROSION CONTROL STRUCTURE AND REPAIR

OR REPLACE THOSE STRUCTURES, AS NECESSARY.

4. ALL STORM DRAIN INLETS SHALL BE PROTECTED BY APPROPRIATE BMPS DURING

CONSTRUCTION, UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGE TO THE INLETS HAVE

BEEN STABILIZED.

5. ALL EXISTING DRAIN INLETS SHALL HAVE INLET PROTECTION INSTALLED IN ACCORDANCE WITH

DETAIL A2 ON DRAWING CG501. EROSION PROTECTION MAY BE REMOVED WHEN VEGETATION

IS ESTABLISHED.

6. SEE DRAWING CG501 FOR ADDITIONAL DETAILS ON EROSION AND SEDIMENT CONTROL.

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EXISTING CONDITIONS NOTES

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN

OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS. UNDERGROUND STRUCTURES

AND UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.

2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY

FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN THE

DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE COR IN WRITING BEFORE ANY

FURTHER WORK COMMENCES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING

DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTENCE AND MARK

LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND

UTILITIES, PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT THE COR AND ALL

ASSOCATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES.

THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND

TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE

OF THOSE TO BE ENCOUNTERED DURING CONSTRUCTION.

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE COR OF OPERATIONAL

PLANS. IN THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR

CONFLICT IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHAL IMMEDIATELY

NOTIFY THE COR. ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY THE

CONTRACTOR'S OPERATIONS SHALL BE RESTORED IMMEDIATELY AT CONTRACTOR'S

EXPENSE TO THE SATISFACTION OF THE COR.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING

DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED

OR DISTURBED ITEMS TO THE SATISFACTION OF THE COR.

1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE DISPOSED OF

OFF BASE.

2. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE FOLLOWING MATERIALS:

AGGREGATE, CONCRETE, ASPHALT, MASONRY, FOUNDATIONS, REBAR, FENCE MATERIAL,

PIPING, AND MISCELLANEOUS STRUCTURES. LARGE PIECES OF MATERIAL MAY NEED TO BE

CRUSHED AND/OR BROKEN UP FURTHER IN ORDER TO BE HAULED AWAY TO AN APPROVED OF

CALIFORNIA APPROVED WASTE DISPOSAL SITE.

3. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL WITH

PROPOSED PAVEMENT LAYOUT AND JOINTING PLAN. EXISTING PAVEMENT EDGES SHALL BE

SAWCUT IN LOCATIONS SHOWN TO PROVIDE CLEAN EDGES FOR CONSTRUCTION OF PROPOSED

PAVEMENT. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

4. PAVEMENT REMOVAL LIMITS SHALL BE TO THE NEAREST EXISTING PAVEMENT JOINT TO THE

GREATEST EXTENT POSSIBLE TO PREVENT PARTIAL PANEL REMOVAL. PAVEMENT REMOVAL

SHALL INCLUDE REMOVAL OF PAVEMENT AND ANY SUBBASE MATERIAL PRESENT.

5. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE REPAIRED OR REMOVED

AND REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT.

6. CONTRACTOR SHALL PRESERVE EXISTING TREES AND VEGETATION WHENEVER PRACTICABLE.

CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF

SHRUBS, PLANTS AND TREES ALONG THE AREA OF EXCAVATION.

7. EXISTING VEGETATION AND FACILITIES WHICH ARE NOT INDICATED TO BE REMOVED SHALL BE

PROTECTED FROM DEMOLITION OR OTHER CONSTRUCTION ACTIVITIES.

8. SPECIAL HANDLING AND CONSIDERATION SHALL BE REQUIRED FOR EXCAVATED SOILS

THOUGHT TO CONTAIN PETROLEUM-BASED/CONTAMINATED/HAZARDOUS SUBSTANCES.

CONTRACTOR SHALL PERIODICALLY MONITOR EXCAVATED SOILS. SOILS SHALL BE TREATED

ON SITE OR DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL

REQUIREMENTS AND THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL COORDINATE

REMOVAL OF PETROLEUM-BASED/CONTAMINATED/HAZARDOUS MATERIALS WITH COR.

1. CONTRACTOR SHALL COORDINATE WITH THE COR PRIOR TO REMOVAL OF EXISTING UTILITIES

IN SERVICE. RELOCATED UTILITIES SHALL BE CONSTRUCTED BEFORE REMOVAL OF EXISTING

UTILITIES TO ENSURE UNINTERRUPTED SERVICE TO THE FACILITIES SERVED BY THE UTILITY.

ALL RELOCATIONS SHALL BE COORDINATED WITH THE COR.

2. UTILITY CAPPING METHODS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS FOR SPECIFIC PIPE MATERIAL IN SERVICE. ALL CAPPING SHALL BE

INSPECTED AND APPROVED BY THE COR AND UTILITY OWNER.

3. ALL STRUCTURES, VALVES, ETC. TO REMAIN SHALL BE PROTECTED AND ADJUSTED TO FINISH

GRADE UNLESS SPECIFICALLY NOTED ON THE DRAWINGS.

4. IN AREAS OF UTILITY REMOVAL OF ABANDONED LINES, THE PORTION OF EXISTING ABANDONED

LINES TO REMAIN SHALL BE CAPPED OR PLUGGED AND SLURRY FILLED WITH CLSM OR

REMOVED.

GENERAL DEMOLITION NOTES

UTILITY DEMOLITION NOTES

1. BUILDING COORDINATES ARE POINTED TO OR MEASURED AT THE CENTER OF BUILDING

COLUMNS. CONTRACTOR SHALL COORDINATE BEARINGS OF BUILDING GRID LINES WITH

STRUCTURAL DRAWINGS.

2. CONTRACTOR SHALL COORDINATE BUILDING ENTRANCES, EGRESSES, WALKWAYS, AND

DOORWAY LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS.

3. SEE ARCHITECTURAL/STRUCTURAL/MECHANICAL/ELECTRICAL DRAWINGS FOR MISCELLANEOUS

SITE EQUIPMENT AND PADS.

4. SEE SHEET CS110 FOR DIMENSIONS OF PROPOSED WORK.

1. PROPOSED ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE, PAVEMENT, OR

STRUCTURE UNLESS INDICATED OTHERWISE.

2. ELEVATION DENOTED AS “MATCH” ARE INTENDED TO MEET EXISTING GRADE ELEVATIONS.

CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-INS AND MATCH POINTS PRIOR TO BEGINNING

CONSTRUCTION.

3. EXTERIOR FINISH GRADES AT BUILDING ENTRANCES AND DOORWAY THRESHOLDS SHALL BE

MAXIMUM 0.25 INCHES BELOW BUILDING FINISH FLOOR IF A VERTICAL THRESHOLD IS PROVIDED, AND SHALL BE MAXIMUM 0.5 INCHES BELOW BUILDING FINISH FLOOR IF A BEVELED THRESHOLD

IS PROVIDED, UNLESS INDICATED OTHERWISE.

4. EXTERIOR FINISH GRADES ADJACENT TO BUILDING SHALL BE 6.00 INCHES BELOW BUILDING

FINISH FLOOR UNLESS INDICATED OTHERWISE.

5. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. ANY

DRAINAGE FEATURE OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED

TO EXISTING CONDITIONS OR BETTER SUBJECT TO THE APPROVAL OF COR.

6. SURFACES AROUND FACILITY SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM

BUILDINGS AND PAVEMENTS.

7. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM THE PROJECT WORK LIMITS AS

NECESSARY TO PROTECT SUBGRADE, SUBBASE, AND/OR BASE COURSE OF NEW PAVEMENT,

SURROUNDING PAVEMENT-TO-REMAIN, OR OTHER COMPLETED WORKS.

8. TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN SHALL BE ADJUSTED ACCORDINGLY

TO FINISH GRADE ELEVATION.

9. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RE-VEGETATED IN ACCORDANCE WITH

THE SPECIFICATIONS.

10. SEE DRAWING CG501 FOR RECOMMENDED BEST PRACTICES FOR SEDIMENT AND EROSION

CONTROL.

FINAL GRADING AND CLEAN UP

AFTER COMPLETION OF FINAL GRADING, THE DISTURBED AREAS SHALL BE REVEGETATED. ALL

TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED UPON PROJECT

COMPLETION. TRAPPED SEDIMENT AND OTHER DISTURBED SOIL AREAS RESULTING FROM THE

DISPOSITION OF TEMPORARY CONTROL MEASURES SHALL BE PERMANENTLY STABILIZED TO

PREVENT FURTHER EROSION AND SEDIMENTATION.

SECURITY REQUIREMENTS

1. ALL CONTRACTOR EMPLOYEES SHALL CARRY CONTRACTOR PHOTO IDENTIFICATION AT ALL

TIMES WHILE WORKING INSIDE THE BASE SECURE PERIMETER.

2. CONTRACTOR EMPLOYEES SHALL COMPLY WITH ANY INTEGRATED DEFENSE MEASURES THAT

MAY BE NECESSARY DURING CONTINGENCY OPERATIONS. THIS INCLUDES, BUT IS NOT LIMITED

TO, VEHICLE INSPECTIONS, IDENTIFICATION CHECKS, ETC.

3. CONTRACTOR AND EMPLOYEE IDENTIFICATION CREDENTIALS: DUE TO THE NATURE OF THE

MILITARY MISSION AT MARCH ARB, STRINGENT SECURITY PROCEDURES ARE ESTABLISHED TO

ENSURE MISSION SUCCESS. PART OF THE MISSION ASSURANCE PIECE IS TO CONDUCT

IDENTITY PROOFING AND VETTING PROCESS INCLUDES AN EXTENSIVE CRIMINAL HISTORY

CHECK TO DETERMINE THE INDIVIDUAL'S FITNESS FOR AUTHORIZATION TO ENTER THE

INSTALLATION.

4. EMPLOYEES WILL BE IDENTITY-PROOFED AND VETTED EACH TIME A PASS AND/OR CREDENTIAL

IS ISSUED. SECURITY FORCES PERSONNEL MAY ALSO CONDUCT RANDOM SCREENING AT ANY

TIME.

5. BASE ACCESS CREDENTIALS: THE CONTRACTOR SHALL SUBMIT ALL MARCH ARB FORMS PRIOR

TO ACCESS NEEDED ONTO THE BASE. IF THE EMPLOYEE WILL BE REQUIRED TO DRIVE ON THE

INSTALLATION, HE/SHE MUST PRESENT A VALID DRIVER'S LICENSE, STATE VEHICLE

REGISTRATION AND PROOF OF INSURANCE. FURTHER, THE VEHICLES AND EQUIPMENT MAY BE

RENDERED IMMOBILE WHEN NOT IN OPERATION BY THE REMOVAL OF IGNITION KEYS OR BY

OTHER READILY REVERSIBLE MEANS. CONTRACTOR VEHICLES ARE SUBJECT TO SEARCH

PRIOR TO ENTERING, WHILE TRANSITING AND/OR WHILE EXITING THE INSTALLATION.

6. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY MARCH ARB SECURITY

POLICE WHEN ENTERING THE BASE AND MAY EXPERIENCE DELAYS. ALL PERSONNEL ENTERING

MARCH ARB MUST HAVE A VALID PHOTO ID PER BASE SECURITY REQUIREMENTS. ALL

CONTRACTOR VEHICLES AND PERSONNEL SHALL BE RESPONSIBLE FOR COORDINATING WITH

THE BASE SECURITY OFFICER IN OBTAINING PROPER SECURITY CLEARANCE AND BADGING

PRIOR TO ENTERING SECURE AREAS.

GENERAL SITE NOTES

GENERAL GRADING NOTES

7. IF THE CONTRACT REQUIRES WORK TO BE DONE IN CONTROLLED OR RESTRICTED AREAS ON

THE INSTALLATION, ACCESS, TO THOSE AREAS WILL REQUIRE COORDINATION WITH AND

APPROVAL BY ORGANIZATIONS CONTROLLING THOSE AREAS. MORE DETAILED INFORMATION

MAY BE REQUESTED FROM THE CONTRACTING OFFICER UPON AWARD OF THE CONTRACT.

8. ALL VARIATIONS IN PROJECT CONDITION, LOCATIONS, AND CONFIGURATIONS, AND ANY OTHER

CHANGES OR DEVIATIONS FROM THE INFORMATION PRESENTED ON THE ORIGINAL, APPROVED

CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS INCLUDES BURIED OR CONCEALED

CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED DURING CONSTRUCTION.

9. CONTRACTORS, CONTRACTOR'S EMPLOYEES, AND OTHER PERSONNEL ON-SITE MUST COMPLY

WITH THE CONSTRUCTION SECURITY PLAN.

1. CONSTRUCTION ACTIVITY POLLUTION PREVENTION IS REQUIRED FOR THIS PROJECT.

PREVENTION OF POLLUTION RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE

ACCOMPLISHED BY CONTROLLING SOIL EROSION, WATERWAY SEDIMENTATION, AND AIRBORNE

DUST GENERATION. CONTRACTOR SHALL ENSURE THAT NO SEDIMENT RESULTING FROM

CONSTRUCTION ACTIVITIES INFRINGES ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL

COORDINATE EROSION AND SEDIMENT CONTROL WITH OTHER CONSTRUCTION ENTITIES

PERFORMING WORK ON ADJACENT PROPERTIES. SEE CONTRACT SPECIFICATIONS.

PETROLEUM PRODUCTS

1. ALL ON-SITE VEHICLES SHALL BE MONITORED FOR PETROLEUM LEAKS AND SHALL RECEIVE

PROPER PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM

PRODUCTS SHALL BE STORED IN TIGHTLY-SEALED CONTAINERS THAT ARE CLEARLY LABELED.

ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. WASTE OIL AND OTHER

PETROLEUM PRODUCTS SHALL NOT BE DISCHARGED ONTO THE GROUND OR INTO WATER

BODIES. PETROLEUM PRODUCTS USED ON-SITE SHALL BE APPLIED ACCORDING TO THE

MANUFACTURER RECOMMENDATIONS.

NIGHT WORK

1. WORK LIGHTS FOR NIGHT WORK ON THE BASE SHALL BE POSITIONED SUCH THAT THE LIGHT

WILL NOT BE DIRECTED TOWARD THE CONTROL TOWER OR AIRCRAFT UTILIZING THE RUNWAY

AND AIRFIELD INCLUDING APPROACHES. COORDINATE WITH BASE OPERATIONS AND REQUEST

ACTIVITY 5 DAYS IN ADVANCE.

2. CONTRACTOR SHALL COORDINATE WITH COR FOR ANY PROPOSED NIGHTWORK AND

DELIVERIES OUTSIDE OF NORMAL COMMERCIAL GATE WORKING HOURS. APPROVAL AND A

MINIMUM OF FOURTEEN…