W912QR23R0042_Plans-0000.pdf

PDF 30 MB Posted Jun 9, 2023

Attached to: Homestead Corrosion Wash Rack Facility
Solicitation number: W912QR23R0042
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

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W912QR23R0042-0002.pdf	PDF	Jul 10, 2023
W912QR23R0042_Specs-0001.pdf	PDF	Jul 5, 2023
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W912QR23R0042_Specs_Vol1-0000.pdf	PDF	Jun 9, 2023
W912QR23R0042_Specs_Vol2-0000.pdf	PDF	Jun 9, 2023
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OPTIONS

1. AIR COMPRESSOR, DRYER, RECEIVER TANK, AND AIR PURIFIER

2. CEILING FANS IN WASH RACK BAY

3. BIRD NETTING

4. METAL LINER PANELS IN WASH RACK 101

5. FALL PROTECTION: WASH RACK BAY

6. BRIDGE CRANE: WASH RACK BAY

7. MONORAIL HOIST: PAINT PREP ROOM

8. WINDOWS IN HANGAR DOORS

9. TRANSLUCENT WALL PANELS

HOMESTEAD AIR RESERVE BASE

PROJECT SITE

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ISSUE DATE:

P2#: 480262

PROJECT #:

CERTIFIED FINAL DESIGN

BIM 360://1500561 BMHJV Homestead Corros Ctrl Hg_R2018/1500561_ARCH_CF18.rvt

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HOMESTEAD ARB, FL

CORROSION FACILITY/WASH RACK

KYJM179021

04.19.2023

PROJECT DESCRIPTION:

THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT A NEW ONE-STORY, TWO-BAY HANGAR FACILITY FOR AIRCRAFT

CORROSION MITIGATION/WASH RACK FUNCTIONS, APPROXIMATELY 19,575 SQUARE FEET IN AREA. THE BUILDING WILL

INCLUDE REINFORCED CONCRETE FOUNDATION, CONCRETE FLOOR SLABS, METAL BUILDING SYSTEMS STEEL

BUILDING FRAME, ROOFING, LIGHTNING PROTECTION SYSTEM, ELECTRICAL, MECHANICAL, AND PLUMBING WORK, SITE

IMPROVEMENTS, UTILITIES, FIRE DETECTION/PROTECTION SYSTEMS, AND CONTROLS FOR A COMPLETE AND USABLE

FACILITY. IN ADDITION TO THE CORROSION/WASH BAYS, THE NEW FACILITY WILL CONTAIN SPACES FOR ALL

NECESSARY SUPPORTING FUNCTIONS, INCLUDING RESTROOMS, LOCKER AND CHANGING AREAS, SHOWERS, A BREAK

AREA, OFFICES, AND A COMPUTER TRAINING ROOM. THE CORROSION CONTROL BAY WILL HOUSE AN AIRCRAFT PAINT

BOOTH INSERT THAT WILL BE PROVIDED AND INSTALLED BY THE GOVERNMENT AFTER THE BUILDING CONSTRUCTION

IS COMPLETE. ALSO, A SMALLER PAINT BOOTH WILL BE PROVIDED AND INSTALLED BY THE GOVERNMENT IN THE

PAINT SHOP AFTER THE BUILDING CONSTRUCTION IS COMPLETE.

NO SCALE

2 VICINITY MAP

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ARCHITECT CIVIL ENGINEER FIRE PROTECTION ENGINEER MECHANICAL ENGINEER

PLUMBING ENGINEER ELECTRICAL ENGINEER TECHNOLOGY ENGINEERSTRUCTURAL ENGINEER

04-19-2023 04-19-2023 04-19-2023

04-19-202304-19-202304-19-2023

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

09 June 2023

W912QR23R0042

GENERAL NOTES

1. CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS THE GOVERNMENT'S MINIMUM REQUIREMENTS AND NOT IN CONFLICT WITH OTHER CONTRACT PROVISIONS. UNLESS INDICATED OTHERWISE ON THE PLANS OR

SPECIFICATIONS (E.G. SOLE-SOURCE), ALL LISTED MANUFACTURERS

ARE THE BASIS OF DESIGN. FOR THESE BASIS OF DESIGN PRODUCTS, OTHER MANUFACTURERS MAY BE SUBSTITUTED AS LONG AS THE STANDARD OF QUALITY AND CHARACTERISTICS OF THE SUBSTITUTED MANUFACTURER MEET OR EXCEED THE STANDARD OF QUALITY AND CHARACTERISTICS OF THE BASIS

OF DESIGN.

2. IN THE CASE OF A CONFLICT BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, SPECIFICATIONS SHALL TAKE PRECEDENCE. CONTRACTOR SHALL NOTIFY THE GOVERNMENT REPRESENTATIVE OF ANY CONFLICT BEFORE

PROCEEDING WITH THE WORK.

3. THE SPECIFICATIONS AND ALL CONSULTANT DRAWINGS ARE SUPPLEMENTAL TO THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE DRAWINGS BEFORE THE INSTALLATION OF ANY OF THE CONSULTANT'S WORK AND TO BRING ANY DISCREPANCIES OR CONFLICTS TO THE GOVERNMENT REPRESENTATIVE IN WRITING, FOR CLARIFICATION. IMPROPERLY INSTALLED WORK SHALL BE CORRECTED BY THE GENERAL

CONTRACTOR AT HIS EXPENSE AND AT NO EXPENSE TO THE GOVERNMENT.

4. ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE IN COMMON USE. NOTIFY THE CONTRACTING OFFICER'S

DESIGNATED REPRESENTATIVE OF ANY ABBREVIATIONS IN QUESTION.

5. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE ITEMS WITHIN THE SPACE ABOVE ALL CEILINGS (INCLUDING, BUT NOT LIMITED TO: STRUCTURAL MEMBERS, MECHANICAL DUCTS AND INSULATION, CONDUITS, RACEWAYS, SPRINKLER SYSTEM, LIGHT FIXTURES, CEILING SYSTEMS, AND ANY SPECIAL STRUCTURAL SUPPORTS REQUIRED) AND SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISH CEILING HEIGHT ABOVE THE FINISH FLOOR INDICATED IN THE DRAWINGS AND THE FINISH SCHEDULE. CEILING HEIGHT DIMENSIONS ARE TO THE

FINISH SURFACE OF CEILING.

6. SIZE OF MECHANICAL AND ELECTRICAL EQUIPMENT PADS AND BASES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY DIMENSIONS WITH RESPECTIVE EQUIPMENT MANUFACTURER. ANY REQUIRED CHANGE IN THE SIZE

OF THE EQUIPMENT PAD SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE GOVERNMENT.

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1400-MECHANICAL

M-001 NOTES, SYMBOLS AND ABBREVIATIONS

M-101 FIRST FLOOR HVAC PLAN

M-131 FIRST FLOOR PIPING PLAN

M-401 ENLARGED PLANS AND SECTIONS

M-501 HVAC DETAILS

M-511 PIPING DETAILS

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES

M-603 HVAC SCHEDULES

M-604 HVAC SCHEDULES

M-605 HVAC SCHEDULES

M-611 PIPING SCHEDULES

M-612 PIPING SCHEDULES

M-701 MECHANICAL SCHEMATICS

M-801 CONTROL SCHEMATICS

M-802 AHU-1/DOAS-1 CONTROL SEQUENCES AND SCHEMATICS

M-803 AHU-1 POINTS SCHEDULE

M-804 DOAS-1 POINTS SCHEDULE

M-805 CHILLER CONTROL SEQUENCE AND SCHEMATIC

M-806 CHILLER POINTS SCHEDULE

M-807 VAV TERMINAL CONTROL SEQUENCE/SCHEMATIC/POINTS SCHEDULE

M-808 EF-1/EF-2 CONTROL SEQUENCE/SCHEMATIC/POINTS SCHEDULE

M-809 EF-3/EF-4/EF-5 CONTROL SEQUENCE/SCHEMATIC/POINTS SCHEDULE

M-810 EF-6 CONTROL SEQUENCE/SCHEMATIC/POINTS SCHEDULE

M-811 CRAC-1/DF-1/DF-2 CONTROL SEQUENCE/SCHEMATIC/POINTS SCHEDULE

M-812 FCU-1 CONTROL SEQUENCE/SCHEMATIC/POINTS SCHEDULE

M-813 SHUTDOWN SWITCH CONTROL SEQUENCE/SCHEMATIC/POINTS SCHEDULE

M-814 ELEC/WATER METER CONTROL SEQUENCE/SCHEMATIC/POINTS SCHEDULE

M-815 EXTERIOR LIGHTING/AIR COMPRESSOR CONTROL SEQUENCE/SCHEMATIC/POINTS

SCHEDULE

M-816 WATER HEATER CONTROL SEQUENCE/SCHEMATIC/POINTS SCHEDULE

1500-ELECTRICAL

E-001 NOTES, SYMBOLS & ABBREVIATIONS

E-011 ELECTRICAL SITE PLAN

E-101 FIRST FLOOR POWER PLAN

E-102 LIGHTNING PROTECTION AND GROUNDING PLAN

E-103 HAZARDOUS AREA CLASSIFICATION PLAN

E-111 LIGHTING PLAN

E-112 HANGAR LIGHTING PHOTOMETRICS

E-113 BUILDING LIGHTING PHOTOMETRICS

E-114 EXTERIOR LIGHTING PHOTOMETRICS

E-501 DETAILS

E-502 DETAILS

E-503 DETAILS

E-601 LIGHTING SCHEDULES

E-602 LIGHTING SCHEDULES

E-603 EQUIPMENT SCHEDULE

E-604 PANEL SCHEDULES

E-605 PANEL SCHEDULES

E-606 PANEL SCHEDULES

E-701 ONE-LINE DIAGRAM

1700-TELECOMM

T-001 NOTES, SYMBOLS & ABBREVIATIONS

T-100 TECHNOLOGY SITE PLAN

T-101 FIRST FLOOR COMMUNICATIONS PLAN

T-401 ENLARGED PLANS, ELEVATIONS & SECTIONS

T-501 DETAILS

T-502 DETAILS

T-701 ONE-LINE DIAGRAMS

SHT No SHEET NAME

0800 - ARCHITECTUAL

A-001 GENERAL NOTES, SYMBOLS, & ABBREVIATIONS

A-002 AIR BARRIER PLAN

A-003 AIR BARRIER WALL SECTIONS

A-101 FLOOR PLAN

A-102 ROOF PLAN

A-111 REFLECTED CEILING PLAN

A-201 BUILDING ELEVATIONS

A-202 BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-321 WALL SECTIONS

A-322 WALL SECTIONS

A-323 WALL SECTIONS

A-401 ENLARGED PLANS AND ELEVATIONS

A-402 INTERIOR ELEVATIONS

A-403 PLANS AT HANGAR DOOR POCKETS

A-501 PARTITION TYPES

A-502 PARTITION TYPES

A-531 SECTION DETAILS

A-551 ROOF DETAILS

A-561 MILLWORK DETAILS

A-601 DOOR SCHEDULE, DOOR & FRAME TYPES

A-602 DOOR DETAILS

A-611 WINDOW SCHEDULE & TYPES

A-612 WINDOW DETAILS

Q-701 FURNITURE & EQUIPMENT PLAN

Q-702 EQUIPMENT SCHEDULE

0900 - INTERIORS

I-121 SIGNAGE PLAN

I-601 FINISH SCHEDULE & MATERIAL LEGEND

I-602 SIGNAGE SCHEDULE & DETAILS

1100 - FIRE PROTECTION

FA001 FIRE ALARM AND MASS NOTIFICATION SYSTEM LEGEND, NOTES AND DETAILS

FA100 FIRE ALARM AND MASS NOTIFICATION SYSTEMS FLOOR PLAN

FA501 FIRE ALARM AND MASS NOTIFICATION SYSTEM DETAILS

FA600 FIRE ALARM AND MASS NOTIFICATION SYSTEM MATRIX

FA601 FIRE ALARM AND MASS NOTIFICATION SYSTEM RISER DIAGRAM

FX001 FIRE SUPPRESION SYSTEMS GENERAL NOTES AND DETAILS

FX010 FIRE PROTECTION SITE PLAN

FX100 WET SPRINKLER SYSTEMS FLOOR PLAN

FX401 ENLARGED FIRE PROTECTION ROOM FLOOR PLAN

FX501 FIRE SUPPRESSION SYSTEM DETAILS

FX601 FIRE SUPPRESION SYSTEM DIAGRAM

1200 - PLUMBING

P-001 LEGENDS AND ABBREVIATIONS

P-100 FOUNDATION PLAN

P-101 PLUMBING PLAN

P-500 PLUMBING DETAILS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-600 PLUMBING SCHEDULES

P-700 PLUMBING ISOMETRICS

SHT No SHEET NAME

0000 - GENERAL

G-001 COVER SHEET

G-002 GENERAL NOTES AND DRAWING LIST

GI001 LIFE SAFETY CODE ANALYSIS

GI002 FIRE PROTECTION / LIFE SAFETY / ACCESSILIBLITY CODE REVIEW

GI110 LIFE SAFETY PLAN - LEVEL 1 COMPOSITE

GI111 FIRE PROTECTION CODE COMPLIANCE SITE PLAN

0500 - CIVIL

C100 LEGEND, ABBREVIATIONS, & NOTES

VF101 EXISTING CONDITIONS

VF102 EXISTING CONDITIONS

VF103 SITE PHOTOS

GC121 SURVEY CONTROL PLAN

GC141 CONSTRUCTION ACCESS & LOCATION PLAN

GC142 CONSTRUCTION OPERATIONS & PHASING PLAN- OVERALL

GC143 CONSTRUCTION OPERATIONS & SAFETY PHASING PLAN PHASE 1

GC144 CONSTRUCTION OPERATIONS & SAFETY PHASING PLAN PHASE 2

GC145 CONSTRUCTION OPERATION PLAN NOTES

BB101 SOIL BORINGS PLAN

BB102 SOIL BORINGS LOGS

BB103 SOIL BORINGS LOGS

EC101 EROSION CONTROL PLAN

EC501 EROSION CONTROL DETAILS

CD101 DEMOLITION PLAN

CD501 DEMOLITION DETAILS

CS111 SITE PLAN

CS171 MARKING LAYOUT PLAN

CS172 MARKING DETAILS

CS501 SITE DETAILS

CS502 SITE DETAILS

CS503 SITE DETAILS

CG111 GRADING & DRAINAGE PLAN

CP121 JOINTING PLAN

CP301 TYPICAL SECTIONS

CP302 TYPICAL SECTIONS

CP501 JOINTING DETAILS

CP502 JOINTING DETAILS

CU111 UTILITY PLAN

CU112 ENLARGED UTILITY PLAN

CU113 UTILITY PLAN- COMMUNICATIONS HOMERUN

CU301 SANITARY SEWER PROFILE

CU501 UTILITY DETAILS

CU502 UTILITY DETAILS

CU503 UTILITY DETAILS

CU504 UTILITY DETAILS

CU505 UTILITY DETAILS

CU506 UTILITY DETAILS

0700 - STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 GENERAL STRUCTURAL NOTES

S-004 GENERAL STRUCTURAL NOTES

S-005 STRUCTURAL ABBREVIATIONS

S-010 TYPICAL CONCRETE SLAB-ON-GRADE SECTIONS AND DETAILS

S-011 TYPICAL CONCRETE MASONRY WALL DETAILS

S-101 FOUNDATION PLAN

S-401 ENLARGED FOUNDATION PLAN - HANGAR DOOR

S-402 ENALRGED FRAMING PLAN - EQUIPMENT SUPPORT

S-501 FOUNDATION SECTIONS AND DETAILS

S-502 FOUNDATION SECTIONS AND DETAILS

S-601 FOUNDATION SCHEDULES AND DETAILS

S-602 FOUNDATION SCHEDULES AND DETAILS

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4/13/2023 8:29:18 AM

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CERTIFIED FINAL DESIGN

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1. REFERENCED CODES AND STANDARDS

UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-200-01: GENERAL BUILDING REQUIREMENTS; 8 OCT 2019

UFC 1-200-02: HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS CHANGE 04, 01 OCT 2019

UFC 3-600-01: FIRE PROTECTION ENGINEERING FOR FACILITIES; CHANGE 4, 7 FEB. 2020

UFC 4-010-01: DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS; 12 DEC 2018

UFC 4-021-01: DESIGN AND O&M: MASS NOTIFICATION SYSTEMS; CHANGE 1, 1 JAN 2010

UFC 4-211-01: AIRCRAFT MAINTENANCE HANGARS; CHANGE 1, NOV 2017

UFC 4-211-02; AIRCRAFT CORROSION CONTROL AND PAINT FACILITIES; 1 DEC 2012

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 1, FIRE CODE, 2018 EDITION

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2018 EDITION

NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2019 EDITION

NFPA 20, STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION, 2019 EDITION NFPA 24, INSTALLATION OF PRIVATE SERVICE MAINS AND THEIR APPURTENANCES, 2019 EDITION

NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, 2018 EDITION

NFPA 33, STANDARD FOR SPRAY APPLICATION USING FLAMMABLE OR COMBUSTIBLE MATERIALS, 2018 EDITION

NFPA 70, NATIONAL ELECTRIC CODE, 2017 EDITION

NFPA 72, NATIONAL FIRE ALARM AND SIGNAL CODE, 2019 EDITION

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2015 EDITION

NFPA 101, LIFE SAFETY CODE, 2018 EDITION

NFPA 409, STANDARD ON AIRCRAFT HANGARS, 2016 EDITION

OTHER REFERENCES

INTERNATIONAL CODE COUNCIL, INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION (AS MODIFIED BY UFC 1-200-01).

ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARD FOR DEPARTMENT OF DEFENSE FACILITIES, 2015 HOMESTEAD ARB ELECTRICAL, FIRE ALARM / MASS NOTIFICATION AND ENERGY CONSERVATION DESIGN

REQUIREMENTS / GUIDELINES - MAY 2016, REVSION 9

2. BUILDING DESCRIPTION

CONSTRUCTION TYPE: TYPE IIB

BUILDING HEIGHT: 44 FEET (TO HIGHEST ROOF PEAK)

BUILDING AREA: 19,454 SQ. FT.

FIRE PROTECTION: FULLY-SPRINKLERED

IBC OCCUPANCY: NON-SEPARATED, MIXED USE

-STORAGE GROUP S-1 AIRCRAFT HANGAR, SERVICE AREA

-FACTORY F-1 SHOP SPACE

-BUSINESS OFFICE

NFPA 101 OCCUPANCY*: MIXED OCCUPANCY

-BUSINESS OFFICE SPACE

-INDUSTRIAL HANGARS - SERVICE AREA, SHOP SPACE

*PER NFPA 101, A MIXED OCCUPANCY BUILDING IS WHEN DIFFERENT OCCUPANCY TYPES ARE INTERMINGLED WITHOUT FIRE- RATED SEPARATION. FOR MIXED OCCUPANCIES, THE BUILDING SHALL COMPLY WITH THE MOST RESTRICTIVE REQUIREMENTS OF THE OCCUPANCIES INVOLVED, UNLESS SEPARATE SAFEGUARDS ARE APPROVED.

3. MAXIMUM ALLOWABLE HEIGHT AND AREA

THE HANGAR WILL BE CONSIDERED AN "UNLIMITED AREA" BUILDING PER IBC SECTION 507.6. THEREFORE, THE HANGAR WILL BE REQUIRED TO BE FULLY-SPRINKLERED AND HAVE AT LEAST 60 FOOT OPENING AROUND THE BUILDING EXTERIOR.

THE HEIGHT OF THE HANGAR IS ALLOWED TO BE UNLIMITED WHEN CONSTRUCTED IN ACCORDANCE WITH UFC 4-211-1.

4. FIRE RESISTANCE REQUIREMENTS

STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES)

BEARING WALLS

EXTERIOR WALLS

INTERIOR WALLS

NONBEARING WALLS

EXTERIOR WALLS WITH FIRE SEPARATION DISTANCE < 5 FT

EXTERIOR WALLS WITH FIRE SEPARATION DISTANCE >= 5 FT OR <10 FT

INTERIOR WALLS

FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS)

ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS)

BARRIERS SEPARATING THE HANGAR FROM SUPPORT AREAS

BARRIERS BETWEEN FIRE AREAS

FIRE RESISTANCE RATINGS FOR LIQUID STORAGE AREAS LESS THAN 151 FT2

SEPARATION OF SPRAY BOOTHS FROM OTHER OPERATIONS

CORRIDORS PROVIDING ACCESS TO AN EXIT

PROTECTION FROM HAZARDS

IBC § 602.2 & TABLE 601

IBC § 503

UFC 3-600-01 § 9-7.2.1

IBC § 508.3

IBC § 311.2

IBC § 306.2

IBC § 304.1

NFPA 101 § 6.1.14.2.2

NFPA 101 § 6.1.11.1

NFPA 101 § 6.1.12.1

0 HOUR IBC TABLE 601

1 HOUR IBC TABLE 602

0 HOUR IBC TABLE 601

1 HOUR UFC 4-211-1 § 3-3.1.3

1 HOUR NFPA 30 TABLE 9.9.1

1 HOUR or 3 FEET NFPA 33 § 5.5

0 HOUR NFPA 101 § 38.3.6.1(3)

1-HOUR OR SMOKE PARTITION NFPA 101 § 38.3.2.1 & 8.7

NFPA 101 § 7.4.1.3

NFPA 101 § 38.2.6.3

NFPA 101 TABLE 40.2.6.1

NFPA 101 § 38.2.5.3.1

NFPA 101 TABLE 40.2.5.1

NFPA 101 § 38.2.5.2.1

NFPA 101 TABLE 40.2.5.1

NFPA 101 § TABLE 7.3.3.1

UFC 4-22-1 § 3-3.1.9

UFC 3-600-01, TABLE 10-1

NFPA 101 TABLE 7.3.1.2

UFC 3-600-01, TABLE 10-1

NFPA 101 TABLE 7.3.1.2

UFC 3-600-01, TABLE 10-1

5. INTERIOR FINISHES

INTERIOR WALL AND CEILING FINISH IN CORRIDORS AND LOBBIES

INTERIOR WALL AND CEILING FINISH IN EXITS

INTERIOR WALL AND CEILING FINISH IN ALL OTHER AREAS

-BUSINESS OCCUPANCY

-INDUSTRIAL OCCUPANCY

INTERIOR FLOOR FINISH IN EXITS AND EXIT ACCESS CORRIDORS

6. FIRE SUPPRESSION AND ALARM:

COMPLETE AUTOMATIC FIRE SPRINKLER PROTECTION SHALL BE PROVIDED THROUGHOUT THE FACILITY.

AN INTEGRATED FIRE ALARM AND MASS NOTIFICATION SYSTEM SHALL BE PROVIDED.

SYSTEM REPORTING SHALL BE TO THE BASE PRIMARY AND SECONDARY CENTRAL MONITORING STATIONS.

7. PORTABLE FIRE EXTINGUISHERS:

MUST BE PROVIDED WHERE NFPA 101 REQUIRES (UFC 3-600-1 § 9-17.1)

REQUIRED FOR BUSINESS OCCUPANCY (NFPA 101 § 38-3.5)

HAZARD CLASSIFICATION:

LIGHT (LOW) HAZARD CLASS A AND C HAZARDS NFPA 10 § 5.2 & 5.4

DESIGN BASIS: 10 POUND DRY CHEM; 4A:40BC

MAXIMUM TRAVEL DISTANCE TO FE: 75 FEET

MAXIMUM FLOOR AREA PER UNIT A: 3,000 SQ.FT.

MAXIMUM FLOOR AREA FOR FE: 11,250 SQ.FT.

EXTINGUISHER FOR CLASS C HAZARDS SHALL BE LOCATED ON THE BASIS OF THE ANTICIPATED CLASS A

HAZARDS (NFPA 10 SECTION 6.4.3).

EXTINGUISHERS TO BE PROVIDED AND INSTALLED BY THE GOVERNMENT.

8. ADDITIONAL BUILDING CONSTRUCTION REQUIREMENTS:

BUILDING SHALL HAVE AT LEAST ONE MEANS OF ALL-WEATHER GROUND ACCESS TO ALLOW EMERGENCY VEHICLES UNIMPEDED ACCESS TO THE BUILDING. ALL WEATHER GROUND ACCESS MUST BE PAVED, OR APPROVED BY THE AHJ, STARTING FROM THE ROAD, AND TERMINATE NO FARTHER THAN 33 FEET FROM THE

BUILDING. (UFC 3-600-01 § 9-1.1)

PROVIDE SUITABLE EXTERIOR FIRE APPARATUS ACCESS ON AT LEAST TWO COMPLETE SIDES OF THE BUILDING. SUITABLE ACCESS SURFACES INCLUDE RAMPS, AIRCRAFT PARKING APRONS, AUTOMATIC PARKING AREAS, FIRE APPARATUS ACCESS ROADS, AND STABILIZED LANDSCAPED AREAS. (UFC 4-211-01 § 3-3.1.11)

THE CLEAR SPACE AROUND GROUP I HANGARS SHALL BE 15 FT. (NFPA 409 TABLE 5.3.1)

9. MEANS OF EGRESS:

MINIMUM NUMBER OF MEANS OF EGRESS REQUIRED:

-OCCUPANT LOAD 1-500: NOT LESS THAN 2 EXITS REQUIRED

TRAVEL DISTANCE TO AN EXIT LIMIT:

-BUSINESS OCCUPANCY: 300 FEET

-INDUSTRIAL OCCUPANCY: 250 FEET

COMMON PATH LIMIT:

-BUSINESS OCCUPANCY: 100 FEET

-INDUSTRIAL OCCUPANCY; 100 FEET

DEAD-END LIMITS:

-BUSINESS OCCUPANCY: 50 FEET

-INDSTRIAL OCCUPANCY: 50 FEET

EGRESS CAPACITY FACTORS:

-STAIRWAYS*: 0.3 INCHES PER OCCUPANT SERVED

-LEVEL COMPONENTS & RAMPS: 0.2 INCHES PER OCCUPANT SERVED

PROVIDE EXITS OR EXIT ACCESS DOORS AROUND THE ENTIRE PERIMETER

OF THE HANGAR BAY AT A MAXIMUM SPACING OF 150 FEET. TRAVEL

DISTANCE LIMITATIONS BEGIN AT THE DOOR FROM THE HANGAR BAY.

10. OCCUPANT LOAD:

AIRCRAFT HANGAR: 500SF / PERSON 19 PERSONS

MANUFACTURING: 200SF / PERSON 19 PERSONS

STORAGE: 500SF / PERSON 2 PERSONS

BUSINESS: 150SF / PERSON 12 PERSONS

INDUSTRIAL: 100SF / PERSON 3 PERSONS

LOCKER ROOM: 50SF / PERSON 10 PERSONS

BREAKROOM/TRAINING: 15SF / PERSON 25 PERSONS

BUILDING EQUIPMENT: 500SF / PERSON 4 PERSONS

TOTAL OCCUPANT LOAD: 94 PERSONS

CLASS A OR B NFPA 101 § 38.3.3.2.1

CLASS A NFPA 101 § 38.3.3.2.1

CLASS A, B, OR C NFPA 101 § 38.3.3.2.2

CLASS A, B, OR C NFPA 101 § 40.3.3.2.2

CLASS II NFPA 101 § 38.3.3.3.2

GENERAL INSTRUCTION BUILDING - CODE ANALYSIS

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CERTIFIED FINAL DESIGN

C O

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ELECTRICAL ROOM

COMM ROOM

BREAK ROOM

TRAINING ROOM

VESTIBULE

TOOL EQUIPMENT

SHOP

119CORRIDOR

VESTIBULE

MECHANICAL ROOM

MEN

111A

WOMEN

112A

WOMEN'S SHOWER

112B

MEN'S SHOWER

111B

PPE ROOM

STENCIL ROOM

PAINT MIXING

PAINT STORAGE

SHOP

FIRE PROTECTION

ROOM

JANITOR/ STORAGE

109 VEST

NCOIC OFFICE

PAINT SHOP

BEAD BLAST

STORAGE

WASH RACK

CORROSION HANGAR

D E.1

E.1

F G H

124A

119B 100A

101A

102A

122B

120C

0.2

1:200

1:500

1:200

1:150

1:100

1:50

1:150

1:50

1:15

1:500

1:100

1:150

1:500

1:200

1:500

21' - 11 1/4"

TD 93 FT

CP 55 FT

A J

FMCP

TRAN

MESH

LOC

35' - 6 1/2"

29' - 0 1/2"

FECFEC

FEC

FEB

TD 54 FT

37' - 11"

FIRE

WINDOWS

EQCP

2 HOUR FIRE

RATED WALL

FIRE RATED WALL SYMOLOGY

1 HOUR FIRE

RATED WALL

KEYED NOTES :

1. DOOR(S) MUST BE NORMALLY CLOSED

2. STEEL TO BE TREATED WITH THIN-FILM

INTUMESCENT COATING.

3. INTUMESCENT COATING AT EXPOSED FLOOR FLANGE

WALL MOUNTED FIRE ALARM /MASS NOTIFICATION SPEAKER

STROBE (CANDELA SHOWN ON PLANS)

WALL MOUNTED FIRE ALARM /MASS NOTIFICATION STROBE

ONLY (CANDELA SHOWN ON PLANS)

CEILING MOUNTED FIRE ALARM /MASS NOTIFICATION STROBE

ONLY (CANDELA SHOWN ON PLANS)

CEILING MOUNTED FIRE ALARM /MASS NOTIFICATION SPEAKER

STROBE (CANDELA SHOWN ON PLANS)

SPEAKER - HORN TYPE

ELECTRIC BELL; 10": BELL SIZE

ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR

DUCT DETECTOR REMOTE ALARM AND TEST STATION

ADDRESSABLE DUCT SMOKE DETECTOR, S: SUPPLY; R: RETURN

ADDRESSABLE MANUAL PULL STATION

FIRE SPRINKLER FLOW SWITCH

FIRE SPRINKLER TAMPER SWITCH

PRESSURE DETECTION SWITCH

FLAME DETECTOR: DET-TRONICS MODEL X3301

ADDRESSABLE MONITOR MODULE

ADDRESSABLE RELAY MODULE

WALL MOUNTED RADIO ANTENNA

CARBON MONOXIDE DETECTOR

WALL / CEILING MOUNTED SPEAKER

FAN MOTOR STARTER

GROUNDED SHIELDED CIRCUIT

CONCENTRATE TANK ELECTRONIC LEVEL SWITCH

SECURE KEYED BOX

FIRE ALARM SYMBOLS AND LEGEND:

RTS

#CD

10"

#CD

EXIT ACCESS TRAVEL PATH

TD=EXIT TRAVEL DISTANCE

CP=COMMON PATH OF TRAVEL

ACCESSBILE ENTRANCE/EXIT

EXIT LIGHT CEILING MOUNT

EMERGENCY LIGHT

FIRE EXTINGUISHER CABINET

(FEC) 4A:40BC

FIRE EXTINGUISHER BRACKET

(FEB) 4A:40BC

FIRE RATED DOOR (X=DOOR

RATING)

# OCCUPANTS USING EXIT

LIFE SAFETY LEGEND

EXIT CAPACITY

OCCUPANCY CLASSIFICATION

ROOM OCCUPANT LOAD

OCCUPANT LOAD FACTOR1:X

NFPA 101: INDUSTRIAL

IBC: FACTORY (F-1)

NFPA 101: BUSINESS

IBC: BUSINESS

NFPA 101: INDUSTRIAL

IBC: STORAGE (S-1)

FEC

FEB

DOOR NUMBERXXXX

XX"

XXX

CLEAR WIDTH

WIDTH FACTOR

EXIT CAPACITY

# OCCUPANTS USING EXIT

US Army Corps of Engineers ®

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4/13/2023 8:29:32 AM

GI110

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1/8" = 1'-0"1

LIFE SAFETY PLAN

SCALE IN FEET - 1/8" = 1'-0"

170 170

CONVENIENCE DOOR

1 1

TYP

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F F

W W

W W F

F Ø

B185

W W W

WWW W

W W

FIRE DEPARTMENT

APPARATUS ACCESS

49' - 10"

78' - 4"

B4710

NEW CORROSION

HANGAR

5 6

20' - 0"

W W

87' - 5"

69' - 0"

294 FT

Ø 6"

Ø6"

29' - 7 3/4"

1/ 4"

SITE SAFETY SYMBOLS AND LEGEND:

EXISTING CITY WATER SUPPLY

NEW WATER SUPPLY LINE

NEW DEDICATED FIRE WATER LINE

SECTION CONTROL VALVE

POST INDICATOR VALVE (PIV)

BUILDING FIRE SPRINKLER RISER

FIRE HYDRANT

DISTANCE BETWEEN TWO HYDRANTS

(FT)

1. FIRE RISERS ARE ALL IN FIRE PROTECTION ROOM.

REFER TO SHEET FX401 FOR MORE DETAILS.

2. DISTANCES FROM FIRE HYDRANTS TO CORNERS OF

HANGAR.

3. NEW FIRE HYDRANT.

4. EXISTING OIL-WATER SEPARATOR.

5. FIRE DEPARTMENT MAIN ENTRANCE WITH SECURE

KEYED BOX.

6. MAIN FIRE ALARM, MNS AND EAGLE QUANTUM

PREMIER FIRE DETECTION CONTROL PANELS.

7. FIRE DEPARTMENT CONNECTION

8. 15 FT. CLEAR SPACE IAW NFPA 409 TABLE 5.3.1

9. SUITABLE EXTERIOR FIRE APPARATUS ACCESS

KEYED NOTES :#

GENERAL NOTES:

1. BUILDINGS, FIRE LINE, AND WATER LINE SHOWN FOR

GENERAL LIFE SAFETY INFORMATION ONLY. REFER TO CIVIL

DRAWINGS FOR MORE DETAILS.

2. FIRE HYDRANTS ARE ALL ON DOMESTIC WATER SUPPLY

LOOPS.

3. DEDICATED FIRE LINE IS TO BE FROM EXISTING FIRE PUMP

HOUSE B217. REFER TO SHEET FX010 FOR MORE

INFORMATION.

XX FT

US Army Corps of Engineers ®

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1" = 20'-0"1

FIRE PROTECTION CODE COMPLIANCE SITE PLAN

0 402010 W

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CERTIFIED FINAL DESIGN

LIGHT POLE

SURVEY CONTROL POINT

CHAIN LINK FENCE

ELECTRIC LINE

PROJECT LIMITS / LIMITS OF

GRADING

STORM DRAIN PIPE

LOW PROFILE BARRICADES

SYMBOLS

AB AGGREGATE BASE

AC ASPHALT CONCRETE

ALT ALTERNATE

AOA AIR OPERATIONS AREA

APCH APPROACH

APPROX APPROXIMATE

ARFF AIR RESCUE AND FIRE FIGHTING

ATCT AIR TRAFFIC CONTROL TOWER

ATO AIR TRAFFIC ORGANIZATION

AWG AMERICAN WIRE GAUGE

BC BEGINNING OF CURVE

BLDG BUILDING

BM BENCHMARK

BOT BOTTOM

BVC BEGINNING OF VERTICAL CURVE

C-C CENTER TO CENTER

C CURVE

CB CATCH BASIN

CIPCP CAST-IN-PLACE CONCRETE PIPE

CJ CONSTRUCTION JOINT

CFS CUBIC FEET PER SECOND

CL, C/L CENTERLINE

CLF CHAIN-LINK FENCE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CONT CONTINUOUS

CRGO CARGO

CP CONTROL POINT

DB DIRECT BURIAL

DEG DEGREE

DI DROP INLET

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DP DEPTH

(E) EXISTING

E ELECTRICAL LINE, EASTING

EC END OF CURVE

EG EXISTING GRADE

ELEV ELEVATION

EOP EDGE OF PAVEMENT

EVC END OF VERTICAL CURVE

FAA FEDERAL AVIATION ADMINISTRATION

FBO FIXED BASE OPERATOR

FF FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FL FLOW LINE

FNC FENCE

FOD FOREIGN OBJECT DEBRIS

FPS FEET PER SECOND

FT FEET

G NATURAL GAS LINE

GAL GALLON

GALV GALVANIZED

GB GRADE BREAK

GND GROUND

GPM GALLONS PER MINUTE

GS GROUND SHOT

H HEIGHT

HDPE HIGH DENSITY POLYETHYLENE

HIRL HIGH INTENSITY RUNWAY LIGHT

HITHL HIGH INTENSITY THRESHOLD LIGHT

HORIZ HORIZONTAL

HMA HOT MIX ASPHALT

HWY HIGHWAY

IE INVERT ELEVATION

IN INCHES

IP IN-PAVEMENT

L LENGTH, LEFT, LINE, LIGHT

LAT LATITUDE

LBS POUNDS

LED, (L) LIGHT EMITTING DIODE

LF LINEAL FEET

LOC LOCALIZER

LONG LONGITUDE

LWL LOW WATER LEVEL

MH MANHOLE

MAX MAXIMUM

MG MILLED GRADE

MID MIDPOINT

MIN MINIMUM

MALS MEDIUM APPROACH LIGHTING SYSTEM

MIRL MEDIUM INTENSITY RUNWAY LIGHT

MITL MEDIUM INTENSITY TAXIWAY LIGHT

MPH MILES PER HOUR

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(N) NEW

N NORTHING

NAVAIDS NAVIGATION AIDS

NIC NOT IN CONTRACT

NO. OR # NUMBER

NOTAM NOTICE TO AIRMAN

NTS NOT TO SCALE

OFF, O/S OFFSET

OC ON CENTER

OH OVERHEAD

PAPI PRECISION APPROACH PATH INDICATOR

PB PULL BOX

PC POINT OF CURVATURE

PCC PORTLAND CEMENT CONCRETE

PCF POUNDS PER CUBIC FOOT

PFC POROUS FRICTION COURSE

PERF PERFORATED

PI POINT OF INTERSECTION

POB POINT OF BEGINNING

POC POINT OF CURVE

POE POINT OF ENDING

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

PT POINT, POINT OF TANGENCY

PVC POINT OF VERTICAL CURVE

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

QTY QUANTITY

R RIGHT, RADIUS

R&R REMOVE AND REPLACE

RAIL RUNWAY ALIGNMENT INDICATOR LIGHT

RC RELATIVE COMPACTION

REL RELOCATE EXISTING

REIL RUNWAY END IDENTIFIER LIGHT

RCP REINFORCED CONCRETE PIPE

REQ REQUIRED

RGL RUNWAY GUARD LIGHT

RPR RESIDENT PROJECT REPRESENTATIVE

ROW RIGHT OF WAY

RTR REMOTE TRANSMITTER/RECEIVER

RWA RESTRICTED WORK AREA

RWAPP RUNWAY APPROACH LIGHT

RWY RUNWAY

S SANITARY LINE, SALVAGED

SF SQUARE FOOT

SG STRAIGHT GRADE

SH SHOULDER

SIDA SECURITY IDENTIFICATION DISPLAY AREA

SMGS SURFACE MOVEMENT GUIDANCE AND

CONTROL SYSTEM

SPCD SAFETY PLAN COMPLIANCE DOCUMENT

SS STAINLESS STEEL

SD STORM DRAIN

STA STATION

STD STANDARD

STL STEEL

SY SQUARE YARDS

T TELEPHONE LINE

TC TOP OF CURB

TG TOP OF GRATE

T/L TAXILANE

TOE TOE OF BANK

TOP TOP OF BANK

TDZ TOUCHDOWN ZONE

TWY TAXIWAY

TYP TYPICAL

UD UNDERDRAIN

OFA OBJECT FREE AREA

UG UNDERGROUND

UON UNLESS OTHERWISE NOTED

USA UNITED STATES OF AMERICA

V VELOCITY

V VOLT

VC VERTICAL CURVE

VERT VERTICAL

VG VALLEY GUTTER

VIF VERIFY IN FIELD

VASI VISUAL APPROACH SLOPE INDICATOR

WIDTH, WEST, WATER LINE

WITH

W/O WITHOUT

WSE WATER SURFACE ELEVATION

WSP WELDED STEEL PIPE

WV WATER VALVE

WWM WELDED WIRE MESH

BM#1

NATURAL GAS LINEG

SANITARY SEWER LINESAN

WATER LINEW W

HAUL ROUTE

NEW PCC PAVEMENT

FIRE HYDRANT AND VALVE

SEWER CLEAN OUT

CATCH BASIN

STORM DRAIN MANHOLE

SANITARY SEWER

MANHOLE

LINES

PATTERNS

GENERAL ABBREVIATIONS

THICKENED EDGE ISOLATION

JOINT

DOWELED CONTRACTION JOINT

NON-DOWELED CONTRACTION

JOINT

ASPHALT/CONCRETE EDGE JOINT

DOWELED CONSTRUCTION JOINT

SF SILT FENCE

ALIGNMENT

EXISTING ELEVATION CONTOUR

HARB HOMESTEAD AIR RESERVE BASE

CO CONTRACTING OFFICER

COR CONTRACTING OFFICER REPRESENTATIVE

T ASPHALT/CONCRETE TRANSITION JOINT

NEW FULL STRENGTH ASPHALT PAVEMENT

FR FLUSHING RISER

EXISTING DRAINAGE FLOW ARROW

DEMOLITION

FIRE SERVICE LINEF F

C-100

O N

N O

D .R

M .B

NEW ELEVATION CONTOUR4

TREE

MILKPEA (PROTECTED SPECIES)

04-19-2023

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X X

SAN

E E

E E E E E E E E E E

E E

E E E E E E E E E E E E E E E

E E

EEEE

E E

W W W W W W

W W W W

W W

W W W

WWWWWWW

COMM

C O

M M

C O

M M

COMM

COMM COMM

C O

M M

C O

M M

COMM COMM

COMM

W W

WWWWW

W W

F F

W W

W W W W W

W W

F F

EEEEE

EEEEEE

SAN

SAN SAN

SANSAN

SAN

SAN SAN

SAN

SAN SAN SAN SAN

SAN

SAN SAN SAN SAN SAN SAN SAN

SAN

W W

5.0

6.0

7.0

5.0

6.0

4.0

5.0

1 2 3 4 5

US Army Corps of Engineers ®

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BLDG 185

WESTOVER AVENUE

BLDG 187

BLDG 194

BLDG 191

WASH

RACK

00 40 80

EXISTING TUG DRIVE

(HEAVY DUTY ASPHALT)

EXISTING OIL-WATER

SEPARATOR

EXISTING SANITARY SEWER MANHOLE

TOP ELEV= 6.26'

8" METAL INV. ELEV (N)=2.81'

8" METAL INV. ELEV (S)=2.68'

4" METAL INV. ELEV (W)=4.46'

6" METAL (SEALED) (SW)= 2.71'

6" METAL (SEALED) (SE)= 2.91'

EXISTING SANITARY SEWER MANHOLE

TOP ELEV= 6.29'

8" METAL INV. ELEV (NE)=2.03'

8" METAL INV. ELEV (SW)=1.92'

8" METAL INV. ELEV (S)= 1.96'

2" PVC INV. ELEV (E)= 5.09'

2" PVC INV. ELEV (SE)= 5.09'

EXISTING ASPHALT RAMP

EXISTING TOP OF BANK

EXISTING PROPANE

TANK

EXISTING RAISED

CONCRETE WATER TANK

EXISTING HEADWALL

TOP ELEV.= 2.5'

INV. ELEV.=0.2'

EXISTING HEADWALL

TOP ELEV.= 2.0'

INV. ELEV.=-0.1'

EXISTING BUILDING FIRE

BACKFLOW PREVENTER

EXISTING SLIDE GATE

EXISTING

EDGE OF

PAVEMENT

EXISTING DOMESTIC/FIRE

WATER LINE

EXISTING

UNDERGROUND

ELECTRICAL LINES

EXISTING RESTRICTED

AREA BOUNDARY MARKING

EXISTING

WATERLINE

EXISTING FIRE

HYDRANT

EXISTING

FENCE

EXISTING

GRASS

LIMITS OF MILKPEA

(10' BUFFER)

LEGEND AND NOTES:

1. SEE SHEET GC121 FOR SURVEY CONTROL DATA

2. EXISTING SITE PHOTO - SEE SHEET VF103

FOR REFERENCED PHOTOS

TBM#1

TBM#2

ENTRY CONTROL POINT

MARKING

EXISTING WASH RACK

INDUSTRIAL WASTE

PUMP

EXISTING ASPHALT RAMP

EXISTING ELECTRICAL

TRANSFORMERS

VF101

G C

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04-19-2023

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6/V6/V

COMM

SIREN

POINT

X X

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PROJECT LOCATION

BLDG 185

WESTOVER AVENUE

BLDG 187

BLDG 194

BLDG 191

WASH

RACK

EXISTING TUG

DRIVE

(HEAVY DUTY

ASPHALT)

EXISTING OIL-WATER

SEPARATOR

EXISTING

ASPHALT

RAMP

EXISTING

CONCRETE

DELINEATOR

EXISTING TOP OF BANK

EXISTING

PROPANE TANK

EXISTING RAISED

CONCRETE WATER TANK

EXISTING HEADWALL

TOP ELEV.= 2.5'

INV. ELEV.=0.2'

EXISTING HEADWALL

TOP ELEV.= 2.0'

INV. ELEV.=-0.1'

VF102

G C

O N

D .R

U H

M .B

04-19-2023

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Engineers ®

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CERTIFIED FINAL DESIGN

EXISTING SITE (LOOKING NORTH)

EXISTING RAMP AND TUG DRIVE

EXISTING RAMP (LOOKING WEST)

EXISTING GRASS AREA AND TREES (LOOKING EAST)

EXISTING GATE

EXISTING OIL/WATER SEPARATOR

EXISTING SWALE (LOOKING EAST)

EXISTING SWALE AND DITCH (LOOKING WEST)

EXISTING DITCH (LOOKING WEST) VF103

P H

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04-19-2023 W

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CERTIFIED FINAL DESIGN

1.) THE HORIZONTAL DATUM UTILIZED FOR THIS PROJECT IS NAD 1983 FLORIDA EAST ZONE, 2011 ADJUSTMENT , U.S. SURVEY FEET. SAID DATUM WAS ESTABLISHED BY UTILIZING THE FLORIDA

PERMANENT REFERENCE NETWORK (FPRN).

2.) THE VERTICAL DATUM UTILIZED FOR THIS PROJECT IS NAVD 1988, U.S. SURVEY FEET. THE

BENCHMARK UTILIZED WAS A GEOMAP TECHNOLOGIES, INC SURVEY MARK "F5-7G" WITH AN

ELEVATION OF 5.77 FEET.

3.) NO UNDERGROUND FOUNDATIONS OR FOOTERS WERE EXCAVATED OR LOCATED FOR THIS

SURVEY.

4.) ACCESS TO SOME LOCATIONS WAS RESTRICTED DURING TIME OF FIELD SURVEY. THIS MAY

EFFECT THE FINAL SURVEY.

5.) SURVEYOR DID NOT CONTACT SUBSURFACE UTILITY LOCATOR SERVICE. ALL SUBSURFACE

UTILITY LOCATION WAS PERFORMED BY SURVTECH SOLUTIONS, INC.

6.) NO EXCAVATION WAS DONE IN PREPARATION OF THIS SURVEY. THE TYPE OF UTILITIES

SHOWN HEREON ARE BASED ON OBSERVATIONS OF ABOVE GROUND FEATURES AND THEIR

HORIZONTAL LOCATIONS WERE DETECTED USING GROUND PENETRATING RADAR AND

ELECTROMAGNETIC UTILITY LOCATORS.

7.) PRIOR TO EXCAVATION IT IS THE CONTRACTORS RESPONSIBILITY TO SECURE LOCATION OF PUBLIC UTILITIES BY CONTACTING SUNSHINE STATE ONE CALL OF FLORIDA (800-432-4770).

8.) SITE SPECIFIC CONDITIONS THAT COULD CONTRIBUTE TO HIGHER INACCURACIES INCLUDE

SLOPED BANKS, VEGETATION AND HIGHER WATER CONTENT IN THE SOILS AROUND THE

UNDERGROUND UTILITIES. MARKINGS FOR UNDERGROUND UTILITIES HAVE VARYING

DEGREES OF ACCURACIES BASED ON MANY DIFFERENT VARIABLES, SUCH AS BUT NOT

LIMITED TO, HIGH WATER TABLE, SOIL CONDITIONS, AND UTILITY SIZE AND MATERIAL. ALWAYS

HAND DIG WITHIN 2-3 FEET OF ANY UTILITIES OR MARKINGS.

9.) UTILITIES DEPICTED HEREON WERE OBTAINED USING A GSSI-MANUFACTURED UTILITYSCAN

DF DIGITAL IMAGING CONTROLLER WITH A 300MHZ/800MHZ ANTENNA AND A VIVAX

METROTECH VLOCPRO UTILITY LOCATOR.

10.) THERE MAY BE OTHER UNDERGROUND UTILITIES NOT DEPICTED HEREON WITHIN THE

PROJECT LIMITS.

11.) EVERY EFFORT HAS BEEN MADE TO OBTAIN UNDERGROUND SANITARY PIPE TYPE AND SIZE, AS SHOWN. IT IS THE RESPONSIBILITY OF THE END USER TO VERIFY THE INVERT AND PIPE

SIZE DIMENSIONS PRIOR TO DESIGN OF NEW FACILITIES.

12.) THIS IS NOT A BOUNDARY SURVEY

BENCHMARK INFORMATION: NAVD 1988

TBM #1

ELEVATION = 6.54'

SET PK NAIL & DISK "SURVTECH TRAV PT" IN ASPHALT; ±85 FEET SOUTHEAST OF A WATER

VALVE; ±222 FEET WESTERLY OF A SANITARY MANHOLE.

TBM #2

ELEVATION = 5.29'

SET PK NAIL & DISK "SURVTECH TRAV PT" IN ASPHALT; ±131 FEET SOUTHEAST OF A FIRE

HYDRANT; ±180 FEET SOUTHEAST OF A PUMP.

SURVEY NOTES

TBM#1

TBM#2

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BLDG 194

BLDG 191

WASH RACK

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13.) TOPOGRAPHIC SURVEY COMPLETED BY SURVTECH SOLUTIONS, INC. ON OCTOBER 24, 2019

E = 854859.27 N = 421171.27

E = 854673.05 N = 420940.85

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PROJECT AREA

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ENTRANCE GATE

BISCAYNE DRIVE BOUGAINVILLE BLVD.

ARIZONA BLVD.

NEVADA AVE.

ST. NAZAIRE BLVD.

HAUL ROUTE

(TYP)

CORAL SEA BLVD

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ENGINEER OFFICE

RESIDENT

ENGINEER OFFICE

FIRE STATION

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SAFETY AND PHASING NOTES:

1. CONTRACTOR SHALL INSTALL TEMPORARY FENCE PRIOR TO BEGINNING ANY WORK ON THE

SITE. UPON INSTALLATION OF TEMPORARY FENCE, EXISTING FENCE SHALL BE REMOVED AS

SHOWN.

2. SEE SHEET GC144 FOR AIRFIELD SAFETY AND PHASING REQUIREMENTS.

WESTOVER DRIVE

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PHASE 1 WORK LIMITS (SEE SHEET GC143)

PHASE 2 WORK LIMITS (SEE SHEET GC144)

TEMPORARY FENCE

-SEE DETAIL 3/CS503

EXISTING FENCE TO BE

REMOVED UPON INSTALLATION

OF TEMPORARY FENCE

AIRFIELD ENTRY CONTROL POINT

60'- TOWWAY

HORIZONTAL

CLEARANCE

CONSTRUCTION EXIT

-SEE DETAIL 3/EC501

CONTRACTOR LAYDOWN AREA

(SEE GENERAL NOTES GC145)

TEMPORARY ACCESS

GATE-SEE DETAIL 3/CS503

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N 420984.07 E 854773.77

N 421136.28 E 854774.17

N 421197.02 E 854824.08

N 421270.18 E 854824.08

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SAFETY AND PHASING NOTES:

WESTOVER DRIVE

ACCESS THROUGH WESTOVER DRIVE

GATE TO BE MAINTAINED THROUGH

PHASE 1

60'- TOWWAY HORIZONTAL CLEARANCE-

CONTRACTOR TO REMAIN CLEAR OF THIS

AREA AT ALL TIMES DURING PHASE 1

COMMUNICATIONS LINE

INSTALLATION- SEE SHEET

CU113 FOR CONTINUATION-

INCLUDED IN PHASE 1 WORK

WORK WITHIN 10' OF WESTOVER DRIVE INCLUDING

TRENCHING OF NEW ELECTRICAL LINE AND NEW GATE

INSTALLATION TO BE COORDINATED WITH CONTRACTING

OFFICER SO THAT DISTURBANCE TO WESTOVER DRIVE GATE

IS MINIMIZED

PHASE 1 WORK LIMITS

1. THERE SHALL BE NO IMPACT TO APRON AND EXISTING TUGWAY OPERATIONS DURING PHASE 1.

THE CONTRACTOR SHALL STAY WITHIN THE LIMITS OF THE TEMPORARY FENCE THROUGHOUT

THIS PHASE. NO PAVEMENT BARRICADES ARE REQUIRED DURING THIS PHASE.

2. CONTRACTOR SHALL INSTALL TEMPORARY FENCE PRIOR TO BEGINNING WORK. THE SITE MUST

BE SECURED AND FENCE INSTALLATION APPROVED BY THE CONTRACTING OFFICER PRIOR TO

PROCEEDING WITH WORK.

3. ACCESS THROUGH WESTOVER AVENUE GATE SHALL BE MAINTAINED THROUGHOUT PHASE 1.

4. WORK WITHIN 10 FT. OF WESTOVER AVENUE SHALL BE COORINDATED WITH THE CONTRACTING

OFFICER.

5. PAVING LIMITS SHOWN ON CONCRETE APRON ARE BASED UPON THE PAVING AND JOINTING

PLAN ON SHEET CP121. IF AN ALTERNATE PHASING PLAN IS UTILIZED IT MUST BE COORDINATED

WITH THE PAVING PLAN.

X X

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EXISTING FENCE TO BE

REMOVED UPON INSTALLATION

OF TEMPORARY FENCE

EXISTING TOWWAY

TEMPORARY FENCE

-SEE DETAIL 3/CS503

TEMPORARY ACCESS GATE

-SEE DETAIL 3/CS503

NO TENANT PARKING

ALLOWED IN THESE SPACES

DURING CONSTRUCTION

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SAFETY AND PHASING NOTES:

WESTOVER DRIVE

FIREMAIN LINE INSTALLATION-

SEE SHEET CU111 FOR

CONTINUATION- INCLUDED IN

PHASE 2 WORK

PHASE 2 WORK LIMITS

1. THIS PHASE SHALL INCLUDE WORK WITHIN THE 60' TOWWAY HORIZONTAL CLEARANCE ZONE. THIS 45 DAYS WILL BE NON-CONSECUTIVE AND INCLUDE UTILITY INSTALLATION, PAVEMENT DEMOLITION AND CONSTRUCTION, AND PAVEMENT MARKINGS. THE TOWING OF AIRCRAFT ON THE EXISTING TOWWAY WILL BE LIMITED AS MUCH AS POSSIBLE DURING THIS PHASE OF WORK AND THE CONTRACTOR SHALL BE ON ALERT TO WORK ON A "PULL BACK" BASIS. EXTREME CAUTION SHALL BE TAKEN WHEN THE TOWING OF AIRCRAFT IS TAKING PLACE AND HARB OPERATIONS STAFF IS OPERATING IN THIS AREA. WHEN TOWING TO BUILDING 194 IS REQUIRED THE CONTRACTOR SHALL BE NOTIFIED AND PAUSE WORK WHILE THE TOWING OPERATION IS

OCCURRING. THIS SHALL INCLUDE THE TEMPORARY MOVING OF BARRICADES AS REQUIRED.

2. A PORTION OF THE TEMPORARY FENCE INSTALLED IN PHASE 1 CAN BE REMOVED AS SHOWN SO THAT PHASE 2 CONSTRUCTION CAN BEGIN. REMOVAL OF THIS CANNOT BEGIN UNTIL NEW PERMANENT FENCE IS INSTALLED AND THE SITE SECURE. AIRFIELD CONSTRUCTION BARRICADES SHALL BE INSTALLED AS SHOWN IMMEDIATELY FOLLOWING THE REMOVAL OF THIS FENCE SO THAT THE CONSTRUCTION LIMITS ARE MAINTAINED. CONTRACTOR SHALL NOT CROSS THESE BARRICADES WITHOUT

COORDINATION WITH CONTRACTING OFFICER.

3. WORK CAN CONTINUE ON PHASE 1 WHILE PHASE 2 OCCURS. THE INTENT OF THIS SEPARATE PHASE IS TO KEEP THE CONTRACTOR'S WORK AREA SEPARATED FROM HARB OPERATIONS. WHEN WORK NEEDS TO OCCUR IN THIS AREA IT SHALL BE

COORDINATED WITH HARB.

LOW PROFILE BARRICADE AROUND CONSTRUCTION

LIMITS- SEE DETAIL SHEET GC145- CONTRACTOR

TO COORDINATE TEMPORARY RELOCATION OF

BARRICADES WHEN TOWWAY ACCESS IS NEEDED

TEMPORARY FENCE

-SEE DETAIL 3/CS503

TEMPORARY ACCESS GATE

-SEE DETAIL 3/CS503

PERMANENT

SECURITY FENCE

(INSTALLED IN

PHASE 1)

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GENERAL CONSIDERATIONS:

COORDINATE THE FOLLOWING AS REQUIRED:

A. CONTRACTORS ARE REQUIRED TO ATTEND WEEKLY COORDINATION MEETINGS AT WHICH OPERATIONAL SAFETY WILL BE A

STANDING AGENDA ITEM DURING EVERY PROGRESS MEETING.

B. ALL CONTRACTOR PERSONNEL SHALL COMPLETE THE BASES' BACKGROUND CHECK, BADGING, AIRFIELD SAFETY AND DRIVERS

TRAINING REQUIREMENTS PRIOR TO BEING ALLOWED ACCESS TO THE PROJECT.

C. THE CONTRACTOR SHALL NOT INTERFERE WITH THE NORMAL OPERATIONS OF THE BASE FACILITIES THAT ARE DESIGNATED UNDER THIS CONTRACT TO REMAIN OPEN TO AIR TRAFFIC, AND SHALL IMPLEMENT ALL SPECIFIED AND OTHER APPROPRIATE MEASURES TO

ENSURE THE SAFETY OF ALL USERS OF THE BASE.

AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITY:

A. APRON SHALL REMAIN IN USE BY AIRCRAFT TO THE MAXIMUM EXTENT POSSIBLE. WHEN ANY AREA IS REQUIRED TO BE CLOSED TO

AIRCRAFT TRAFFIC, IT SHALL BE BARRICADED AND MARKED, PER THE REQUIREMENTS STATED.

NAVAIDS:

A. THIS PROJECT DOES NOT AFFECT ANY NAVAIDS.

CONTRACTOR ACCESS:

A. DURING TEMPORARY SECURITY FENCE CONSTRUCTION, A GATE GUARD SUPPLIED BY THE CONTRACTOR AND IS REQUIRED AT ALL

POINTS OF ENTRY USED BY THE CONTRACTOR. THE CONTRACTOR SHALL INFORM THE BASE A MINIMUM OF 7 DAYS PRIOR TO NEEDING THE GATE GUARD. ALL GATES MUST BE LOCKED WHEN NOT IN USE OR NOT MANNED BY THE GATE GUARD. CONTRACTOR MUST TAKE CARE TO MAINTAIN A HIGH LEVEL OF SAFETY AND SECURITY DURING CONSTRUCTION WHEN ACCESS POINTS ARE CREATED IN THE SECURITY FENCING TO PERMIT THE PASSAGE OF CONSTRUCTION VEHICLES OR PERSONNEL. TEMPORARY GATES SHOULD BE EQUIPPED SO THEY CAN BE SECURELY CLOSED AND LOCKED TO PREVENT ACCESS BY ANIMALS AND PEOPLE.

PROCEDURES SHOULD BE IN PLACE TO ENSURE THAT ONLY AUTHORIZED PERSONS AND VEHICLES HAVE ACCESS TO THE AIRFIELD OR PROJECT LIMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER OPERATION AND PRESERVATION OF ALL AIRFIELD

PERIMETER GATES, EITHER MANUAL OR AUTOMATED.

B. FOR THE PURPOSES OF THIS CONTRACT, ALL FENCING/GATES SHALL BE CONSIDERED PART OF CONTRACTOR HAUL ROUTES. AS SUCH, ANY DAMAGE TO FENCING/GATES AS A RESULT OF CONSTRUCTION TRAFFIC SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY CONSTRUCTION GATE IS FOUND OPEN AND UNATTENDED BY THE BASE STAFF, THE CONTRACTOR WILL BE REPRIMANDED PER OCCURRENCE BY THE GOVERNMENT. SEE "ENFORCEMENT / PENALTIES" FOR ADDITIONAL INFO.

C. KEY CONTRACTOR PERSONNEL (IE/WASTE REMOVAL) MAY BE EXPECTED TO TRAVEL ON OR NEAR ACTIVE AOA'S. THESE INDIVIDUALS MUST COMPLY WITH THE RULES AND REGULATIONS BY PARTICIPATING IN ANY APPLICABLE AIRFIELD DRIVER'S TRAINING

PROCEDURES PROVIDED BY THE BASE.

D. THE CONTRACTORS' EQUIPMENT IS STRICTLY LIMITED TO THE CONSTRUCTION AREAS DURING CONSTRUCTION AND TO THE CONTRACTOR STORAGE AREA DURING NON-CONSTRUCTION PERIODS, EXCEPT AS PROVIDED ON THE PLANS, IN THE CONTRACT PROVISIONS, OR AS MAY BE AUTHORIZED BY THE COR IN WRITING. CONTRACTOR PARKING SHALL BE LIMITED TO THE STAGING AREA, EXCEPT AS ALLOWED BY THE COR.

E. HAUL ROUTES AND ACCESS TO THE CONSTRUCTION SITE(S) WILL BE AS SHOWN AND DISCUSSED AT THE PRE-BID MEETING. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL HAUL ROADS, STAGING AND STORAGE AREAS TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE CONTRACTING OFFICER. THIS WILL INCLUDE BUT NOT BE LIMITED TO GRADING (FILLING IF NECESSARY) AND SEEDING AND MULCHING ALL TURF AREAS USED BY THE CONTRACTOR. ANY PAVEMENT AREAS USED BY THE CONTRACTOR AS A HAUL ROUTE WHICH ARE DAMAGED WILL BE REPAVED AS APPROVED BY THE CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL INSPECT ALL HAUL ROUTES PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY DOCUMENTATION OF EXISTING HAUL ROUTES, EITHER WITH PICTURES OR VIDEO. COSTS ASSOCIATED WITH DOCUMENTING EXISTING HAUL ROUTE CONDITIONS, OR RECONSTRUCTING OR RESTORING HAUL ROUTES AND

STORAGE AREAS, WILL BE CONSIDERED INCIDENTAL TO THE PROJECT.

CONSTRUCTION EQUIPMENT:

ALL CONSTRUCTION EQUIPMENT MUST BE MARKED WITH A 3 FEET BY 3 FEET ORANGE AND WHITE CHECKERED FLAG AND/OR AMBER

BEACON. FOR NIGHT CONSTRUCTION, ALL EQUIPMENT MUST BE EQUIPPED WITH AN AMBER BEACON. ALL CONSTRUCTION VEHICLES

MUST BE CLEARLY MARKED WITH THE COMPANY NAME/LOGO AT ALL TIMES.

WILDLIFE MANAGEMENT:

CONTRACTOR MUST CAREFULLY CONTROL AND CONTINUOUSLY REMOVE WASTE OR LOOSE MATERIALS THAT CAN CREATE WILDLIFE

HAZARDS OR ATTRACTANTS. THESE INCLUDE TRASH, STANDING WATER, TALL GRASS, SCATTERED SEEDS, POORLY MAINTAINED

FENCING, AND DISRUPTION OF EXISTING HABITAT.

HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT:

A. ANY TYPE OF FUELING SUPPORT FACILITY OR DEVICE USED TO REFUEL CONSTRUCTION EQUIPMENT IS SUBJECT TO LOCAL FIRE

INSPECTION. LOCAL FIRE CODES AND SAFETY STANDARDS SHALL BE MET PRIOR TO COMMENCEMENT OF WORK.

B. CONTRACTOR'S OPERATING CONSTRUCTION VEHICLES AND EQUIPMENT ON THE BASE MUST BE PREPARED TO EXPEDITIOUSLY

CONTAIN AND CLEAN UP SPILLS RESULTING FROM FUEL OR HYDRAULIC FLUID LEAKS.

C. TRANSPORT AND HANDLING OF OTHER HAZARDOUS MATERIALS ALSO REQUIRE SPECIAL PROCEDURES (SEE SPECIFICATIONS FOR

REQUIREMENTS).

D. ALL DISTURBED ON-SITE SOILS WILL BE REMOVED FROM THE BASE AND DISPOSED OF OFF-SITE. CONTACT MIAMI-DADE COUNTY FOR

TESTING AND APPROVAL BEFORE REMOVING FROM SITE.

THOMAS KUX, PROFESSIONAL GEOLOGIST

MIAMI-DADE COUNTY DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT

PHONE: (305)-372-6700

NOTIFICATION OF CONSTRUCTION ACTIVITIES:

A. THE CONTRACTOR SHALL INCLUDE IN THE CONSTRUCTION OPERATIONS PLAN A PROCEDURE FOR IMMEDIATE NOTIFICATION OF THE

COR OF ANY ADVERSE CONDITIONS AFFECTING SAFETY ON THE AIRFIELD. THE CONTRACTOR SHALL OBTAIN CONTACT INFORMATION FOR ALL INVOLVED PARTIES AND PROCEDURES FOR CONTACTING THEM 24 HOURS A DAY, 7 DAYS A WEEK.

B. IF APPLICABLE, A LIST OF AIRFIELD OPERATIONS PERSONNEL, FIRE DEPARTMENT EMERGENCY PERSONNEL WILL BE DISTRIBUTED.

C. THE BASE OPERATIONS OFFICE SHALL ISSUE ALL NOTAMS RELEVANT TO THE CONSTRUCTION PROGRESS AND ANY OTHER

REQUIRED NOTAMS OR CONTACT NUMBERS.

D. THE CONTRACTOR SHALL PREPARE AND SUBMIT CONTACT INFORMATION FOR LOCAL MEDICAL, FIRE FIGHTING, AND POLICE

RESPONSE IN CASE OF EMERGENCIES DURING CONSTRUCTION TO ALL EMPLOYEES.

E. THE CONTRACTOR MAY BE REQUIRED TO COORDINATE WITH BASE AIRCRAFT RESCUE AND FIRE FIGHTING (ARFF) PERSONNEL EVEN

FOR NON-EMERGENCIES.

F. THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER 60 DAYS PRIOR TO THE START OF WORK, AN APPROVED FAA FORM 7460-1 "NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION." FOR ALL PROPOSED CRANES/ELEVATED EQUIPMENT TO BE USED, ON SITE. ADDITIONALLY, THE CONTRACTOR SHALL SUBMIT AN APPROVED FAA FORM 7460-1 FOR THE FINAL BUILDING ROOF ELEVATION CLOSEST TO THE RUNWAY. BE ADVISED, FAA APPROVAL OF THE FORMS MAY TAKE UP TO 45 DAYS.

G. THE CONTRACTOR SHALL COORDINATE WITH THE BASE ANY SAFETY AND/OR SECURITY ORIENTED ASPECT CHANGES TO THE

CONSTRUCTION PLAN ONCE IT IS ISSUED.

INSPECTION REQUIREMENTS:

A. AIRFIELD SAFETY SELF-INSPECTIONS SHOULD BE CONDUCTED BY THE CONTRACTOR AT LEAST DAILY, BUT MORE FREQUENTLY IF

NECESSARY.

B. A PRE-FINAL AND FINAL INSPECTION MEETING WILL BE HELD FOR THIS PROJECT.

UNDERGROUND UTILITIES:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING BASE UTILITIES, AND ELECTRICAL CIRCUITS, WHETHER

OWNED BY THE BASE OR OTHER AGENCIES OPERATING AT THE AIRFIELD. LOCATIONS OF EXISTING UTILITIES AND CABLES SHOWN IN THE PLANS ARE BASED ON AVAILABLE SURVEY AND AS-BUILT DATA AND ARE APPROXIMATE ONLY.

FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT:

A. THE CONTRACTOR SHALL DEVELOP, IMPLEMENT, AND MONITOR A FOD PREVENTION PLAN. A PERSON SHALL BE DESIGNATED BY THE

CONTRACTOR TO CONTINUOUSLY MONITOR THE PAVEMENTS FOR FOD, HAUL ROUTES AND ROADWAYS. THIS PERSON SHALL HAVE THE CAPABILITY TO ASSIGN PERSONNEL AND EQUIPMENT TO REMOVE DEBRIS OR REPAIR ROADWAYS WHEN REQUIRED IN A TIMELY

MANNER.

B. DEBRIS SHALL NOT BE DEPOSITED ON ANY PORTION OF AN OPERATIONAL APRON. SHOULD ANY DEBRIS BE ACCIDENTALLY DEPOSITED ON ACTIVE OPERATIONAL AREAS, IT SHALL BE REMOVED IMMEDIATELY. THE CONTRACTORS SWEEPER SHALL HAVE VACUUMING CAPABILITIES AND BE ASSIGNED TO THE PROJECT AND BE ON-SITE AT ALL TIMES.

C. PRIOR TO OPENING AIRCRAFT MOVEMENT AREAS CLOSED FOR THIS PROJECT, THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE SITE, INCLUDING ADJACENT PAVEMENTS AND HAUL ROUTES, IS CLEAR OF ANY FOREIGN OBJECT DEBRIS (FOD) AND IS

ACCEPTABLE TO THE COR.

D. THE CONTRACTOR SHALL CONDUCT DAILY INSPECTIONS OF THE WORK AND ADJACENT AREAS FOR SAFETY AND CLEANLINESS. THE

AIRFIELD OPERATIONS AND SHALL PERFORM DAILY INSPECTIONS OF THIS PROJECT SITE.

E. CONTRACTOR SHALL USE ALL…

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File details come from the government source that posted it. Updated Jun 9, 2023.