RTA DRAWINGS VOL1.pdf

US Army Corps of Engineers®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE, AL 36602

FTFA163002 SOF COMBINED SQUAD OPS FACILITY

DUKE FIELD

APRIL 2021

20009 21R

VOLUME 1 OF 2

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SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

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INDEX OF DRAWINGS - VOLUME I

SHEET

NUMBER SHEET NAME

I-450 INTERIOR DETAILS & FURNITURE SCHEDULE

I-601 FIRST FLOOR FINISH SCHEDULE AND DETAILS

I-602 SECOND FLOOR FINISH SCHEDULE AND KEY

I-603 SIGNAGE SCHEDULE AND SIGN TYPES

INDEX OF DRAWINGS - VOLUME I

SHEET

NUMBER SHEET NAME

S-410 2ND FLOOR SECTIONS

S-411 2ND FLOOR SECTIONS

S-420 LOW ROOF SECTIONS

S-421 LOW ROOF SECTIONS

S-430 ROOF SECTIONS

S-501 TYPICAL FOUNDATION DETAILS

S-502 TYPICAL COLUMN DETAILS

S-503 TYPICAL STEEL DETAILS

S-504 TYPICAL STEEL DETAILS

S-505 TYPICAL STEEL DETAILS

S-601 TYPICAL MASONRY DETAILS

S-700 DUMPSTER ENCLOSURE PLAN AND SECTION

ARCHITECTURAL

A-001 LEGENDS AND ABBREVIATIONS

A-002 INTERIOR METAL STUD WALL TYPES

A-003 INTERIOR CMU AND EXTERIOR WALL TYPES

A-101 OVERALL 1ST FLOOR PLAN

A-102 OVERALL 2ND FLOOR PLAN

A-110 PARTIAL 1ST FLOOR NOTE PLAN - WEST

A-111 PARTIAL 1ST FLOOR NOTE PLAN - EAST

A-112 PARTIAL 2ND FLOOR NOTE PLAN - WEST

A-113 PARTIAL 2ND FLOOR NOTE PLAN - EAST

A-114 PARTIAL 1ST FLOOR DIMENSION PLAN - WEST

A-115 PARTIAL 1ST FLOOR DIMENSION PLAN - EAST

A-116 PARTIAL 2ND FLOOR DIMENSION PLAN - WEST

A-117 PARTIAL 2ND FLOOR DIMENSION PLAN - EAST

A-140 ROOF PLAN

A-141 ROOF DETAILS

A-142 ROOF DETAILS

A-150 PARTIAL 1ST FLOOR CEILING PLAN - WEST

A-151 PARTIAL 1ST FLOOR CEILING PLAN - EAST

A-152 PARTIAL 2ND FLOOR CEILING PLAN - WEST

A-153 PARTIAL 2ND FLOOR CEILING PLAN - EAST

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-320 ELEVATOR SECTION

A-401 ENLARGED PLANS AND ELEVATIONS

A-402 ENLARGED PLANS AND CASEWORK ELEVATIONS

A-403 ENLARGED PLANS AND CASEWORK ELEVATIONS

A-410 ENLARGED STAIR PLANS

A-411 ENLARGED STAIR PLANS AND SECTIONS - LOBBY

A-412 STAIRS - TYPICAL DETAILS

A-413 EQUIPMENT YARD PLANS AND SECTIONS

A-450 LOBBY INTERIOR ELEVATIONS & STAIR DETAILS

A-501 PLAN DETAILS

A-502 PLAN DETAILS

A-503 PLAN AND SECTION DETAILS

A-504 SECTION DETAILS

A-601 DOOR SCHEDULE - 1ST FLOOR

A-602 DOOR SCHEDULE - 2ND FLOOR

A-603 WINDOW ELEVATIONS

A-604 INTERIOR OPENING DETAILS

A-605 EXTERIOR OPENING DETAILS

A-606 EXTERIOR OPENING DETAILS

A-701 CASEWORK SECTIONS

INTERIOR

I-101 FIRST FLOOR FINISH PLAN

I-102 SECOND FLOOR FINISH PLAN

I-103 FIRST FLOOR FURNITURE PLAN

I-104 SECOND FLOOR FURNITURE PLAN

I-105 FIRST FLOOR SIGNAGE AND CORNER GUARD PLAN

I-106 SECOND FLOOR SIGNAGE AND CORNER GUARD PLAN

I-201 WORKSTATION AND DESKING TYPICAL VIEWS AND NOTES

I-202 ENLARGED DEMOUNTABLE PARTITION PLAN AND ELEVATIONS

I-203 ENLARGED DEMOUNTABLE PARTITION PLAN AND ELEVATIONS

I-204 ENLARGED DEMOUNTABLE PARTITION PLAN AND ELEVATIONS

I-205 ENLARGED DEMOUNTABLE PARTITION PLAN AND ELEVATIONS

I-206 ENLARGED DEMOUNTABLE PARTITION PLAN AND ELEVATIONS

I-207 ENLARGED DEMOUNTABLE PARTITION PLAN AND ELEVATIONS

I-208 ENLARGED DEMOUNTABLE PARTITION PLAN AND ELEVATIONS

I-209 ENLARGED DEMOUNTABLE PARTITION PLAN AND ELEVATIONS

INDEX OF DRAWINGS - VOLUME I

SHEET

NUMBER SHEET NAME

GENERAL

G-001A TITLE SHEET - VOLUME I

G-002A DRAWING INDEX

G-003 SITE LOCATION AND ACCESS LOCATION

G-004 STAGING AND LAYDOWN AREA

G-005 CODE SUMMARY

G-101 FIRST FLOOR PLAN - LIFE SAFETY

G-102 SECOND FLOOR PLAN - LIFE SAFETY

G-110 AIR BARRIER 1ST FLOOR PLAN DIAGRAM

G-111 AIR BARRIER 2ND FLOOR PLAN DIAGRAM

G-112 AIR BARRIER SECTION DIAGRAMS

CIVIL

V-101 TOPOGRAPHIC SURVEY

C-001 GENERAL CIVIL NOTES

C-002 GENERAL NOTES AND LEGEND

C-101 DEMOLITION AND REMOVAL PLAN

C-102 OVERALL SITE PLAN

C-103 SITE PLAN NORTHEAST

C-104 SITE PLAN NORTHWEST

C-105 SITE PLAN SOUTHEAST

C-106 SITE PLAN SOUTHWEST

C-107 ALIGNMENT TABLES

C-110 GRADING PAVING AND DRAINAGE OVERALL PLAN

C-111 GRADING PAVING AND DRAINAGE PLAN NORTHEAST

C-112 GRADING PAVING AND DRAINAGE PLAN NORTHWEST

C-113 GRADING PAVING AND DRAINAGE PLAN SOUTHEAST

C-114 GRADING PAVING AND DRAINAGE PLAN SOUTHWEST

C-115 EROSION CONTROL OVERALL PLAN

C-116 EROSION CONTROL PLAN NORTHEAST

C-117 EROSION CONTROL PLAN NORTHWEST

C-118 EROSION CONTROL PLAN SOUTHEAST

C-119 EROSION CONTROL PLAN SOUTHWEST

C-120 OVERALL UTILITY PLAN

C-121 UTILITY PLAN NORTHEAST

C-122 UTILITY PLAN NORTHWEST

C-123 UTILITY PLAN SOUTHEAST

C-124 UTILITY PLAN SOUTHWEST

C-130 CONCRETE LAYOUT AND JOINT PLAN

C-131 CONCRETE LAYOUT AND JOINT PLAN

C-132 CONCRETE LAYOUT AND JOINT PLAN

C-201 B STREET & HEMBY STREET PROFILES

C-202 ACCESS DRIVE PROFILES

C-203 PARKING AISLE PROFILES

C-204 PARKING AISLE PROFILES

C-205 STORM SEWER PROFILES

C-206 SWMF SECTIONS AND UTILITY SEPARATION DETAILS

C-500 PAVING TYPICAL SECTIONS

C-501 PAVING DETAILS

C-502 CIVIL DETAILS

C-503 DRAINAGE DETAILS

C-504 CONCRETE JOINT DETAILS

C-505 EROSION CONTROL DETAILS

C-506 SWMF OVERFLOW DETAIL AND MISCELLANEOUS UTILITY DETAILS

C-507 STORMWATER POLLUTION PREVENTION PLAN

C-600 STORMWATER STRUCTURE TABLES

CATHODIC PROTECTION

X-101 CATHODIC PROTECTION PLAN

X-501 CATHODIC PROTECTION DETAILS

LANDSCAPE

L-100 LANDSCAPING PLAN

L-101 LANDSCAPE DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES & WIND INFORMATION

S-003 SCHEDULES, LEGENDS & NOTES FOR FRAMING PLANS

S-110 FOUNDATIONS & SLAB-ON-GRADE PLAN

S-120 2ND FLOOR & LOW ROOF FRAMING PLAN

S-130 ROOF FRAMING PLAN

S-140 MECHANICAL YARD SCREENWALL PLANS & DETAILS

S-201 FRAMING ELEVATIONS

S-202 CANOPY ELEVATIONS & DETAILS

S-301 BUILDING SECTIONS

S-302 BUILDING SECTIONS

S-401 FOUNDATION SECTIONS

INDEX OF DRAWINGS - VOLUME II

SHEET

NUMBER SHEET NAME

M-602 CONTROLS

M-603 CONTROLS

M-604 CONTROLS

M-605 CONTROLS

M-606 CONTROLS

M-607 CONTROLS

ELECTRICAL

E-001 ELECTRICAL LEGEND AND NOTES

E-002 ELECTRICAL SCHEDULES

E-100 ELECTRICAL SITE PLAN

E-101 OVERALL 1ST FLOOR PLAN

E-102 OVERALL 2ND FLOOR PLAN

E-110 PARTIAL 1ST FLOOR ELECTRICAL LIGHTNING PLAN - WEST

E-111 PARTIAL 1ST FLOOR ELECTRICAL LIGHTNING PLAN - EAST

E-112 PARTIAL 2ND FLOOR ELECTRICAL LIGTHNING PLAN - WEST

E-113 PARTIAL 2ND FLOOR ELECTRICAL LIGTHNING PLAN - EAST

E-120 PARTIAL 1ST FLOOR ELECTRICAL POWER PLAN - WEST

E-121 PARTIAL 1ST FLOOR ELECTRICAL POWER PLAN - EAST

E-122 PARTIAL 2ND FLOOR ELECTRICAL POWER PLAN - WEST

E-123 PARTIAL 2ND FLOOR ELECTRICAL POWER PLAN - EAST

E-130 PARTIAL 1ST FLOOR MECH. POWER PLAN - WEST

E-131 PARTIAL 1ST FLOOR MECH. POWER PLAN - EAST

E-132 PARTIAL 2ND FLOOR MECH. POWER PLAN - WEST

E-133 PARTIAL 2ND FLOOR MECH. POWER PLAN - EAST

E-141 ELECTRICAL ENLARGED PLANS

E-300 LIGHTNING PROTECTION PLAN

E-401 ELECTRICAL DETAILS

E-402 ELECTRICAL DETAILS

E-403 ELECTRICAL DETAILS

E-404 ELECTRICAL DETAILS

E-501 ELECTRICAL SINGLE LINE DIAGRAM

E-502 ELECTRICAL SCHEDULES

E-503 ELECTRICAL SCHEDULES

E-504 ELECTRICAL SCHEDULES

E-505 ELECTRICAL SCHEDULES

E-506 ELECTRICAL SCHEDULES

E-507 ELECTRICAL SCHEDULES

E-508 ELECTRICAL SCHEDULES

E-509 ELECTRICAL SCHEDULES

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS LEGEND, NOTES, AND ABBREVIATIONS

T-100 TELECOMMUNICATIONS SITE PLAN

T-101 OVERALL 1ST FLOOR PLAN

T-102 OVERALL 2ND FLOOR PLAN

T-110 PARTIAL 1ST FLOOR TELECOMMUNICATIONS PLAN - WEST

T-111 PARTIAL 1ST FLOOR TELECOMMUNICATIONS PLAN - EAST

T-112 PARTIAL 2ND FLOOR PLAN TELECOMMUNICATIONS PLAN - WEST

T-113 PARTIAL 2ND FLOOR PLAN TELECOMMUNICATIONS PLAN - EAST

T-300 ENLARGED TELECOMMUNICATIONS ROOMS

T-400 TELECOMMUNICATIONS DETAILS

T-401 TELECOMMUNICATIONS DETAILS

T-402 TELECOMMUNICATIONS DETAILS

T-403 TELECOMMUNICATIONS DETAILS

T-404 TELECOMMUNICATIONS DETAILS

T-405 TELECOMMUNICATIONS DETAILS

T-406 TELECOMMUNICATIONS DETAILS

T-407 TELECOMMUNICATIONS DETAILS

T-501 DATA AND VOICE SINGLE LINE DIAGRAM

T-502 SECOND FLOOR DATA AND VOICE SINGLE LINE DIAGRAM

T-503 CATV SINGLE LINE DIAGRAM

T-600 TELECOMMUNICATIONS RACK ELEVATIONS

INDEX OF DRAWINGS - VOLUME II

SHEET

NUMBER SHEET NAME

GENERAL

G-001B TITLE SHEET - VOLUME II

G-002B DRAWING INDEX

FIRE PROTECTION

FA101 FIRST FLOOR PLAN - FIRE ALARM

FA102 SECOND FLOOR PLAN - FIRE ALARM

FA501 DETAILS - FIRE ALARM

FX101 FIRST FLOOR PLAN - FIRE PROTECTION

FX102 SECOND FLOOR PLAN - FIRE PROTECTION

FX501 DETAILS - FIRE PROTECTION

PLUMBING

P-001 PLUMBING LEGEND, NOTES, AND ABBREVIATIONS

P-002 PLUMBING SCHEDULE AND NOTES

P-003 PLUMBING SCHEDULES

P-101 PLUMBING SANITARY & VENT OVERALL FIRST FLOOR PLAN

P-102 PLUMBING SANITARY & VENT OVERALL SECOND FLOOR PLAN

P-110 PARTIAL SANITARY AND VENT 1ST FLOOR PLAN - WEST

P-111 PARTIAL SANITARY AND VENT 1ST FLOOR PLAN - EAST

P-112 PARTIAL SANITARY AND VENT 2ND FLOOR PLAN - WEST

P-113 PARTIAL SANITARY AND VENT 2ND FLOOR PLAN - EAST

P-201 PLUMBING DOMESTIC WATER & GAS OVERALL FIRST FLOOR PLAN

P-202 PLUMBING DOMESTIC WATER & GAS OVERALL SECOND FLOOR PLAN

P-210 PARTIAL DOMESTIC WATER & GAS 1ST FLOOR PLAN - WEST

P-211 PARTIAL DOMESTIC WATER & GAS 1ST FLOOR PLAN - EAST

P-212 PARTIAL DOMESTIC WATER & GAS 2ND FLOOR PLAN - WEST

P-213 PARTIAL DOMESTIC WATER & GAS 2ND FLOOR PLAN - EAST

P-300 PLUMBING SANITARY & VENT RISER DIAGRAM

P-301 PLUMBING DOMESTIC WATER & GAS RISER DIAGRAM

P-400 PLUMBING DETAILS

P-401 PLUMBING DETAILS

P-402 PLUMBING DETAILS

MECHANICAL

M-001 MECHANICAL LEGEND

M-002 MECHANICAL SCHEDULES

M-003 MECHANICAL SCHEDULES

M-004 MECHANICAL SCHEDULES

M-005 MECHANICAL SCHEDULES

M-006 MECHANICAL SCHEDULES

M-101 1ST FLOOR - OVERALL MECHANICAL PLAN

M-102 2ND FLOOR - OVERALL MECHANICAL PLAN

M-110 PARTIAL 1ST FLOOR - MECHANICAL PLAN - WEST

M-111 PARTIAL 1ST FLOOR - MECHANICAL PLAN - EAST

M-112 PARTIAL 2ND FLOOR - MECHANICAL PLAN - WEST

M-113 PARTIAL 2ND FLOOR - MECHANICAL PLAN - EAST

M-201 1ST FLOOR - OVERALL PIPING PLAN

M-202 2ND FLOOR - OVERALL PIPING PLAN

M-210 PARTIAL 1ST FLOOR - PIPING PLAN - WEST

M-211 PARTIAL 1ST FLOOR - PIPING PLAN - EAST

M-212 PARTIAL 2ND FLOOR - PIPING PLAN - WEST

M-213 PARTIAL 2ND FLOOR - PIPING PLAN - EAST

M-301 ENLARGED MECHANICAL PLANS

M-302 ENLARGED MECHANICAL PLANS

M-401 MECHANICAL SECTIONS

M-402 MECHANICAL SECTIONS

M-403 MECHANICAL ROOM SECTION

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-505 MECHANICAL DETAILS

M-506 MECHANICAL DETAILS

M-507 MECHANICAL DETAILS

M-508 MECHANICAL DETAILS

M-509 MECHANICAL DETAILS

M-601 CONTROLS

PROJECT LOCATION

LAT: N30°38'58.66"

LON: W86°32'06.57"

G-003FTFA 163002

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CONTRACTOR'S HAUL ROUTE

1" = 1500'

BASE VICINITY MAP

NTS

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GENERAL NOTES:

1. CONSTRUCTION ACCESS - PRIMARY CONSTRUCTION

ENTRANCE GATE SHALL BE OPEN MON-SAT EXCLUDING

HOLIDAYS. NO SUNDAY DELIVERIES ARE ALLOWED. ALL

DELIVERY TRUCKS MUST HAVE A BILL OF LADING

IDENTIFYING THE CONTRACTOR, CONTRACT NUMBER,

AND LIST OF MATERIALS. ANY SPECIAL DELIVERIES

SHALL BE SUBMITTED IN WRITING TO THE CONTRACTING

OFFICER'S REPRESENTATIVE 5 DAYS IN ADVANCE AND

SECURITY FORCES SHALL BE NOTIFIED 72 HOURS IN

ADVANCE, NOT ALL REQUESTS MAY BE GRANTED.

REFERENCE SPECIFICATION SECTION 01 00 00 FOR BASE

ACCESS AND DELIVERY REQUIREMENTS.

2. DISPOSAL AREAS FOR RUBBLE, UNSUITABLE EXCESS

SOIL MATERIALS, OR OTHER CONSTRUCTION DEBRIS ARE

NOT AVAILABLE ON THE BASE FOR THE CONTRACTOR'S

USE. DISPOSAL IS THE RESPONSIBILITY OF THE

CONTRACTOR AT SITES OFF GOVERNMENT CONTROL

LANDS. BORROW SITES ARE NOT AVAILABLE FOR USE

BY THE CONTRACTOR ON THE BASE. ALL BORROW

MATERIALS, TOPSOIL, OR OTHER SOIL MATERIAL SHALL

BE OBTAINED BY THE CONTRACTOR FROM COMMERCIAL

SOURCES FROM OFF-SITE LOCATIONS.

3. CONTRACTOR STAGING, STOCKPILE/LAYDOWN AREAS

SHALL BE RETURNED TO ORIGINAL CONDITIONS AS

APPROVED BY CONTRACTING OFFICER'S

REPRESENTATIVE AT THE COMPLETION OF

CONSTRUCTION.

4. THE CONTRACTOR AND USAGE CONTRACTING OFFICER'S

REPRESENTATIVE SHALL DOCUMENT THE EXISTING

CONDITIONS OF THE HAUL ROUTE THROUGH THE BASE

PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY

DAMAGES TO THE HAUL ROUTE ROAD(S) SHALL BE

REPAIRED TO THE SATISFACTION OF THE CONTRACTING

OFFICER'S REPRESENTATIVE AT THE CONTRACTORS

EXPENSE.

5. CONTRACTOR DELIVERIES MUST BE INSPECTED AT THE

COMMERCIAL VEHICLE INSPECTION FACILITY PRIOR TO

ARRIVAL AT THE PROJECT SITE.

6. CONTRACTORS AND SUPPLIERS SHALL ENTER BASE

THROUGH THE MAIN GATE.

7. CONTRACTOR SHALL MAINTAIN THE ACCESS ROUTE TO

BE FREE FROM DEBRIS CAUSED FROM CONSTRUCTION

ACTIVITY ON A DAILY BASIS. CONTRACTORS SHALL KEEP

ALL PUBLIC ROADS AND STREETS CLEAN OF

CONSTRUCTION DEBRIS, MUD, ETC. AT ALL TIMES.

CONTRACTOR TO PROVIDE EQUIPMENT AND PERSONNEL

TO CLEAN ANY STREETS AS REQUESTED BY THE

CONTRACTING OFFICER. CONTRACTOR IS RESPONSIBLE

FOR ALL REPAIRS TO STREETS, PARKING AREAS, AND

BASE OR GOVERNMENT PROPERTY, DUE TO DAMAGE BY

THEIR CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL

REFER TO SPECIFICATIONS FOR ADDITIONAL CRITERIA

PROCEDURES.

8. FOR PRIMARY CONTACT FOR SFS TO PROCESS

AFFIDAVITS FOR CONSTRUCTION FOR DELIVERY

DRIVERS REFER TO SECTION 01 00 00.

ACCESS AND SAFETY PLAN NOTES:

1. ACCESS AND VEHICLE PARKING

A. ACCESS TO THE PROJECT FOR ALL CONTRACTOR

PERSONNEL, VEHICLES, AND EQUIPMENT IS ILLUSTRATED

ON THIS SHEET. ACCESS ROUTES MAY BE SUBJECT TO

CHANGE BASED ON OPERATIONAL REQUIREMENTS ON

BASE OR ON THE AIRFIELD. POTENTIAL SCHEDULE

IMPACTS SHALL BE COORDINATED WITH THE

CONTRACTING OFFICER.

B. CONTRACTOR SHALL PROVIDE AND INSTALL A

PROFESSIONALLY PAINTED SIGN, MEETING

CONTRACTING OFFICER APPROVAL, AT THE

CONSTRUCTION ENTRANCE TO DIRECT MATERIAL

SUPPLIERS AND EMPLOYEES TO THE CONSTRUCTION

SITE.

C. CONTRACTOR MAY SUBMIT ALTERNATIVES TO STAGING

AREA LOCATIONS AS SHOWN. CONTRACTOR'S STAGING

AREA SHALL BE SUBJECT TO APPROVAL OF

CONTRACTING OFFICER'S REPRESENTATIVE. LOCATION

OF CONTRACTOR'S STAGING AREA SHALL BE WITHIN THE

PROJECT WORK AREA.

D. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITY, THE

CONTRACTOR'S CONSTRUCTION EQUIPMENT AND

VEHICLES SHALL BE PARKED IN THE CONTRACTOR'S

STAGING AREA.

E. LOCATION OF ACCESS/HAUL ROADS ARE AS INDICATED

ON THIS SHEET.

F. ALL HAUL ROADS SHALL BE MAINTAINED SUCH THAT

UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL

TIMES FROM THE ROAD TO THE STAGING AREA AND

FROM THE STAGING AREA TO THE WORK SITE AND

FACILITATE GOVERNMENT ACCESS TO THE BASE AT ALL

TIMES. THE MAINTENANCE OF HAUL ROADS SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT. THE HAUL

ROAD LOCATIONS SHALL BE AS INDICATED ON THIS

SHEET OR BY THE CONTRACTING OFFICER.

G. CONTRACTOR SHALL COORDINATE ACTIVITIES

THROUGHOUT THE PROJECT IN A MANNER THAT ALLOWS

EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT

ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLES

RESPONSE TIME.

H. STAGING AREA AND ANY OTHER AREA DISTURBED BY

CONTRACTOR DURING CONSTRUCTION SHALL BE

RESTORED TO ORIGINAL OR BETTER CONDITION OF

EXISTING SITE.

I. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE

SEARCHED BY SECURITY POLICE WHEN ENTERING THE

BASE AND MAY EXPERIENCE DELAYS AT NO ADDITIONAL

COST TO THE CONTRACTING OFFICER AND

GOVERNMENT.

J. CONTRACTOR SHALL COORDINATE WITH CONTRACTING

OFFICER'S REPRESENTATIVE ANY GOVERNMENT-OWNED

EQUIPMENT REQUIRING RELOCATION TO COMPLETE

WORK.

COORDINATION AND COMMUNICATION DURING

CONSTRUCTION

A. CONTRACTOR SHALL APPOINT A CONSTRUCTION

SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE

CONTRACTING OFFICER, WHO SHALL BE PRESENT ON

THE CONSTRUCTION SITE AT ALL TIMES DURING

WORKING HOURS WHILE JOB IS IN PROGRESS. THE

SUPERINTENDENT SHALL BE DESIGNATED THE

RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO

SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE

CONTRACTOR REPRESENTATIVE IS NOT AVAILABLE ON

THE CONSTRUCTION SITE, AN ALTERNATE

REPRESENTATIVE SHALL BE PROVIDED.

B. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL

CORDON OFF THE WORK AREAS AND STREET

CROSSINGS BY USING BARRICADES APPROVED BY THE

CONTRACTING OFFICER.

C. THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE

WITH PART 91 OF ACT 451 OF 1994, AS AMENDED. THE

SOIL EROSION AND SEDIMENT CONTROL ACT.

CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL

REQUIREMENTS WITH STATE AND LOCAL AUTHORITIES

AND DOCUMENTS TO BE SUBMITTED FOR PERMITTING.

D. EROSION CONTROL DEVICES SHALL BE USED FOR THE

STAGING AREA AND ANY MATERIAL STOCKPILES WHEN

NECESSARY TO CONTROL EROSION, WIND AND STORM

WATER RUNOFF IN ACCORDANCE WITH FEDERAL, STATE

AND LOCAL REGULATIONS.

TRAFFIC CONTROL

A. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL

BE MARKED WITH COMPANY PAINTED DESIGNS,

INSIGNIAS OR OTHER COMPANY MARKINGS, WHICH ARE

CLEARLY VISIBLE.

B. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC

SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING

IN REVERSE.

C. ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON

EXISTING PAVEMENT THAT IS TO REMAIN.

D. NON-CONSTRUCTION PEDESTRIAN TRAFFIC WILL NOT BE

ALLOWED INSIDE THE CONSTRUCTION LIMITS OR

CONSTRUCTION FENCE.

E. ANY DAMAGE TO ROADS AND PAVEMENT DUE TO

CONSTRUCTION EQUIPMENT OR CONSTRUCTION

TRAFFIC SHALL BE REPAIRED TO THEIR ORIGINAL

CONDITION BY THE CONTRACTOR AT HIS/HER OWN

EXPENSE TO THE SATISFACTION OF THE CONTRACTING

OFFICER.

F. CONTRACTOR SHALL PROVIDE A NOTICE FOR ROAD

CLOSURE TO THE CONTRACTING OFFICER A MINIMUM OF

10 WORKING DAYS PRIOR TO ROAD REQUIRING

CLOSURE.

G. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC

CONTROL PLAN FOR APPROVAL BY BY CONTRACTING

OFFICER AND BASE ENGINEER PRIOR TO STARTING

CONSTRUCTION ACTIVITIES.

H. TEMPORARY TRAFFIC CONTROL PLAN SHALL COMPLY

WITH FDOT MAINTENANCE OF TRAFFIC DESIGN CRITERIA,

SPECIFICATIONS, AND 600 SERIES INDEXES LATEST

EDITION..

EXCAVATION AND TRENCHES

A. OPEN TRENCHES AND EXCAVATIONS AT THE

CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED

WITH ORANGE AND WHITE BARRICADES AND WITH

FLASHING RED LIGHTS ACCEPTABLE TO THE

CONTRACTING OFFICER AND USACE SAFETY MANUAL

EM385-1-1.

OTHER SAFETY REQUIREMENTS

A. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT

CONFORM TO OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS AND USACE

SAFETY MANUAL EM385-1-1.

B. CONTRACTOR SHALL MAINTAIN AT ALL TIMES ONE FIRE

LANE FREE FROM OBSTRUCTION AND MAINTAIN ACCESS

TO THE SITE AND ALL SURROUNDING ROADS AND

STREETS.

CONTRACTOR SAFETY PLAN SUBMITTALS

A. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY

PLAN IN ACCORDANCE WITH THE SPECIFICATIONS AND

USACE SAFETY MANUAL EM 385-1-1 WITH HIS/HER

PROJECT SCHEDULE. THE SAFETY PLAN SHALL IDENTIFY

THE FOLLOWING ITEMS:

· PROPOSED ACCESS POINTS, STAGING AREA AND HAUL

ROUTES.

· TEMPORARY MARKINGS TO BE USED, IF ANY.LOCATION

AND TYPE OF BARRICADES OR OTHER TRAFFIC CONTROL

DEVICES.

· METHODS BY WHICH THE CONTRACTOR WILL

COMMUNICATE WITH THE CONTRACTING OFFICER.

0 600' 1200'

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

A

R M

Y

C

O R

P

F

E

N G

I N

E E

R S

D E

S I G

N E

D

B

Y

B U

L L

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K

T

I C

E

A

S S

O C

I A

T E

S

E

C

E R

V A

N T

E

T R

E E

T

S

U I T

E

B

P E

N S

A C

O L

A

F

L O

R I D

A

2 3 4 5

B

C

D

D R

A W

N

B

Y

S B

M

B

Y

P L

C A

L E

S I Z

E

C K

D

B

Y

P L

D

T

E

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

N

P R

O J E

U M

B E

R

F I L

E

N

A M

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R x

M O

B I L

E

D

I S

T R

I C

T

M O

B I L

E

A

L A

B A

M A

F T

F A

D U

K

I E

L D

F

L O

R I D

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C

O M

B I N

Q U

C

I L

I T

Y

D

U K

E

F

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L D

W R

OVERALL VICINITY MAP

NTS

PROJECT LOCATION

EGLIN AIR FORCE BASE

DUKE FIELD

DUKE FIELD MAIN GATE

(PRIMARY COMMERCIAL ENTRANCE)

77th SPECIAL FORCES

WAY/McWHORTER STREET

MAIN ENTRANCE

(COMMERCIAL ENTRY

M c

W

H

O

R

T

R

R

E

E

T

T

A

X

I

W

T

A

X

I

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T A

X I W

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N W

A S

S A

U

N D

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G

S

T R

I P

R U

N W

T A

X I W

AMMO LANE

TAXIW

AY 'B'

B I L L

D

A V

W

Y

HEMBY STREET

DRONE STREET

DRONE STREET

'B' STREET

'D' STREET

H

I

G

H

W

H

I

G

H

W

HAUL ROUTE

DUKE FIELD

G x

N G x

N G x

N

G x

N

G x

N

G x

N

G x

N

G x

N

G x

N

G x

N

G x

N

G x N

G x

N

G x

N G x

N

G x

N

G x

N G x

NG

x

NG

x

NG

x

NG

x

NG

x

W x

W

PIVBFP

FD

C

BFP

SDSDSDSDSD

H

Y

D

H

Y

D

WATER

SDSD

0 40' 80'

AVFID OPERATIONS

HEMBY STREET

B

ST

RE

ET

D STREET

EXISTING

C-146

FLIGHT

SIMULATOR

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N E

D

B

Y

B U

L L

O C

K

T

I C

E

A

S S

O C

I A

T E

S

E

C

E R

V A

N T

R

E E

T

S

U I T

E

B

P E

N S

A C

O L

A

F

L O

R I D

A

2 3 4 5

B

C

D

D R

A W

N

B

Y

S B

P L

A

L E

S I Z

E

C K

D

B

Y

P L

T

E

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

P R

O J E

M

B E

R

F I L

E

N

A M

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R x

M O

B I L

E

D

I S

T R

I C

T

M O

B I L

E

A

L A

B A

M A

F T

F A

D U

E

L D

F

L O

R I D

A

S O

F

C

O M

B I N

U

C

I L

I T

Y

D

U K

E

F

I E

L D

W R

G-004FTFA 163002

S T

A G

I N

G

A

Y

D O

E

A

C

B

R O

C K

M E

I E

R

J

G

E R

T H

S T

A N

T E

C

A

M

O R

A L E

S

M E

F G

D

W G

AC

CE

SS

D

RI

VE

D STREET

N

SOF

COMBINED

OPS

STAGING\

LAYDOWN

AREA

SWMF 1

SWMF

(BY OTHERS)

PART OF "SOF SIMULATOR

FACILITY (C146A)"

LEGEND

NEW BUILDING

33' UNOBSTRUCTED SPACE

NEW ASPHALT PAVEMENT

EXISTING ASPHALT PAVEMENT (TO REMAIN)

FUTURE WORK

(SIDEWALK, PARKING, EDGE OF PAVEMENT)

NEW GRAVEL

SD

x

SD

x

SD

x

SD

x

EXISTING STORM DRAIN PIPE

NEW CONCRETE PAVEMENT

41 PARKING SPACE COUNT

NEW ASPHALT PAVEMENT

(CSOF BID OPTION No. 2)

NEW RIPRAP

NOTES:

1. FOR BASELINE OF CONSTRUCTION HORIZONTAL CONTROL REFER TO SHEET C-107.

2. FOR EXISTING LEGEND REFER TO SHEET V-101.

3. FOR NEW WORK LEGEND REFER TO SHEET C-002

4. CONTRACTOR SHALL COORDINATE AND FIELD VERIFY WORK ASSOCIATED WITH

ADJACENT C-146 SIM PROJECT. CONTACT COR IF EXISTING CONDITIONS DIFFER

FROM CONTRACT DOCUMENTS PRIOR TO STARTING CONSTRUCTION.

P

ST

RE

ET

(F

UT

UR

E

RO

AD

B Y

OT

HE

RS

WORK AREA PART

OF ADJACENT C-146

SIM PROJECT. (NIC)

CODE SUMMARY:

- UNIFIED FACILITIES CRITERIA (UFC): 3-600-01, DESIGN: FIRE PROTECTION ENGINEERING FOR

FACILITIES, 8 AUGUST 2016, CHANGE 2 (MARCH 2018)

- UNIFIED FACILITIES CRITERIA (UFC): 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS

FOR BUILDINGS, 12 DECEMBER 2018

- UNIFIED FACILITIES CRITERIA (UFC): 4-021-01, DESIGN AND O&M: MASS NOTIFICATION

SYSTEMS, 9 APRIL 2008, CHANGE 1 (JANUARY 2010)

- INTERNATIONAL BUILDING CODE® (IBC) 2018 FOR CONSTRUCTION TYPE AND FIRE

RESISTANCE RATING, OCCUPANCY SEPARATION, ALLOWABLE FLOOR AREA, BUILDING

HEIGHT LIMITATIONS AND BUILDING SEPARATION DISTANCE REQUIREMENTS, EXCEPT AS

MODIFIED BY UFC 3-600-01

- NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13, STANDARD FOR THE INSTALLATION

OF SPRINKLER SYSTEMS, 2016

- NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NATIONAL ELECTRICAL CODE®, 2017

- NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72, NATIONAL FIRE ALARM AND

SIGNALING CODE®, 2016

- NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 90A, STANDARD FOR THE INSTALLATION

OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2018

- NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101, LIFE SAFETY CODE®, 2018, FOR

SEPARATION FROM HAZARDS, BUILDING EGRESS AND LIFE SAFETY AND APPLICABLE

CRITERIA IN UFC 3-600-01

- ADA AND ABA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (FEDERAL

REGISTER JULY 23, 2004) REPLACES UFAS AND ADAAG CRITERIA. [AMERICANS WITH

DISABILITIES ACT (ADA) AND ARCHITECTURAL BARRIERS ACT (ABA)]

OCCUPANCY CLASSIFICATION (IBC SECTIONS 303 AND 304):

BUSINESS, GROUP B

ASSEMBLY, GROUP A-3

CONSTRUCTION TYPE (IBC TABLE 601):

TYPE IIB

ALLOWABLE HEIGHT (IBC TABLES 504.3 AND 504.4):

BASE ALLOWABLE HEIGHT: 75 FEET (4-STORIES, SPRINKLERED)

PROVIDED: 42 FEET (2-STORIES)

ALLOWABLE FLOOR AREA (IBC TABLE 506.2):

BASE ALLOWABLE AREA (PER FLOOR): 69,000 SF - SPRINKLERED

FRONTAGE INCREASE: 75% (IBC SECTION 506.2)

TOTAL ALLOWABLE AREA: 120,750 SF PER FLOOR

PROVIDED – FIRST FLOOR: 20,315 SF

PROVIDED – SECOND FLOOR: 16,570 SF

OCCUPANCY SEPARATION (IBC TABLE 508.4)

B to A-3:

REQUIRED: 1-HOUR FIRE RESISTANCE RATING

PROVIDED: 1-HOUR FIRE RESISTANCE RATING

SEPARATION FROM HAZARDS (NFPA 101, SECTIONS 12.3.2 AND 38.3.2)

MECHANICAL ROOMS (IF BOILER OR FUEL-FIRED EQUIPMENT SERVING MORE THAN ONE ROOM):

REQUIRED: 1-HOUR FIRE RESISTANCE RATING

PROVIDED: 1-HOUR FIRE RESISTANCE RATING

MECHANICAL ROOMS (IF NO FUEL-FIRED EQUIPMENT):

REQUIRED: 1-HOUR FIRE RESISTANCE RATING OR SMOKE

PARTITIONS WITH SPRINKLERS

PROVIDED: 1-HOUR FIRE RESISTANCE RATING

STORAGE ROOMS:

REQUIRED: 1-HOUR FIRE RESISTANCE RATING OR SMOKE

PARTITIONS WITH SPRINKLERS

PROVIDED: 1-HOUR FIRE RESISTANCE RATING

FIRE RESISTANCE REQUIREMENTS (IBC TABLE 601)

EXTERIOR BEARING WALLS:

REQUIRED: NONE (> 30 FT. SEPARATION)

PROVIDED: NONE

INTERIOR BEARING WALLS:

REQUIRED: NONE

PROVIDED: NONE

STRUCTURAL FRAME:

REQUIRED: NONE

PROVIDED: NONE

FLOORS AND FLOOR/CEILINGS:

REQUIRED: NONE

PROVIDED: NONE

ROOF AND ROOF/CEILING:

REQUIRED: NONE

PROVIDED: NONE

SHAFTS:

REQUIRED: 1-HOUR FIRE RESISTANCE RATING

PROVIDED: 1-HOUR FIRE RESISTANCE RATING

SEPARATION OF MEANS OF EGRESS (NFPA 101, SECTION 7.1.3.2)

EXIT STAIRS:

REQUIRED:

WALLS: 1-HOUR FIRE RESISTANCE RATING

DOORS: 1-HOUR FIRE RESISTANCE RATING

PROVIDED:

WALLS: 1-HOUR FIRE RESISTANCE RATING

DOORS: 1-HOUR FIRE RESISTANCE RATING

CORRIDORS:

WALLS: NOT REQUIRED (AUTOMATIC SPRINKLER PROTECTION

PROVIDED)

DOORS: NOT REQUIRED (AUTOMATIC SPRINKLER PROTECTION

PROVIDED)

OCCUPANT LOAD (NFPA 101, TABLE 7.3.1.2)

BUSINESS: 1 PERSON PER 150 GROSS SF

BUSINESS - COLLABORATION UP TO 1 PERSON PER 30 GROSS SF

450 SQFT

BUSINESS - COLLABORATION GREATER 1 PERSON PER 15 GROSS SF

THAN 450 SQFT

BUSINESS - LOCKERS 1 PERSON PER 50 GROSS SF

EDUCATIONAL: 1 PERSON PER 20 NET SF

ASSEMBLY – FIXED SEATING: NUMBER OF FIXED SEATS

ASSEMBLY – LESS CONCENTRATED: 1 PERSON PER 15 NET SF

MECHANICAL/ELECTRICAL: MAXIMUM ANTICIPATED

NUMBER OF EXITS (NFPA 101, SECTIONS 12.2.4 38.2.4 AND 7.4.1.1)

FIRST FLOOR

REQUIRED: 2

PROVIDED: 5

SECOND FLOOR

REQUIRED: 2

PROVIDED: 3

EGRESS CAPACITY (NFPA 101, SECTIONS 12.2.3, 38.2.3 AND 7.3)

FIRST FLOOR

LEVEL SURFACE REQUIRED: 74 INCHES

LEVEL SURFACE PROVIDED: 306 INCHES

FIRST FLOOR

LEVEL SURFACE REQUIRED: 50 INCHES

LEVEL SURFACE PROVIDED: 102 INCHES

STAIRS REQUIRED: 75 INCHES

STAIRS PROVIDED: 132 INCHES

COMMON PATH OF TRAVEL (NFPA 101, SECTIONS 12.2.5.1.2 AND 38.2.5.3.1)

ASSEMBLY:

MAXIMUM PERMITTED: 20 FEET

PROVIDED: 0 FEET

BUSINESS:

MAXIMUM PERMITTED: 100 FEET

PROVIDED: 83 FEET

DEAD END CORRIDORS (NFPA 101, SECTIONS 12.2.5.1.3 AND 38.2.5.2.1)

ASSEMBLY:

MAXIMUM PERMITTED: 20 FEET

PROVIDED: 0 FEET

BUSINESS:

MAXIMUM PERMITTED: 50 FEET

PROVIDED: 29 FEET

TRAVEL DISTANCE (NFPA 101, SECTIONS 12.2.6.2 AND 38.2.6.3)

ASSEMBLY:

MAXIMUM PERMITTED: 250 FEET

PROVIDED: 75 FEET

BUSINESS:

MAXIMUM PERMITTED: 300 FEET

PROVIDED: 151 FEET

DISCHARGE FROM EXITS (NFPA 101, SECTIONS 12.2.7, 38.2.7 AND 7.7)

ALL EXITS WILL CONNECT TO AN EXIT DISCHARGE PATH THAT WILL TERMINATE AT A PUBLIC

WAY.

INTERIOR FINISHES (NFPA 101, SECTIONS 12.3.3 AND 38.3.3)

SPECIFIC WALL AND FLOOR FINISHES WILL BE SHOWN ON THE INTERIOR FINISH SCHEDULE.

ASSEMBLY

EXIT ENCLOSURES: CLASS A

EXIT ACCESS CORRIDORS: CLASS A OR B

ROOMS AND ENCLOSED SPACES: CLASS A OR B

FLOOR FINISH: CLASS I OR II

BUSINESS

EXIT ENCLOSURES: CLASS A OR B

EXIT ACCESS CORRIDORS: CLASS A OR B

ROOMS AND ENCLOSED SPACES: CLASS A, B, OR C

FLOOR FINISH: CLASS I OR II

EMERGENCY LIGHTING (NFPA 101, SECTIONS 12.2.9, 38.2.9, AND 7.9)

ALL MEANS OF EGRESS, INCLUDING EXIT ACCESS CORRIDORS AND EXIT DISCHARGE WILL BE

PROVIDED WITH EMERGENCY LIGHTING VIA BATTERY BACKUP. EMERGENCY LIGHTING WILL

ALSO BE PROVIDED IN THE MECHANICAL ROOM VIA BATTERY BACKUP. EMERGENCY LIGHTING

WILL BE PROVIDED FOR A MINIMUM OF 1½ HOURS IN THE EVENT OF INTERNAL POWER FAILURE.

EMERGENCY LIGHTING WILL BE IN ACCORDANCE WITH NFPA 101.

MARKING OF MEANS OF EGRESS (NFPA 101, SECTIONS 12.2.10, 38.2.10, AND 7.10)

EXIT SIGNS SHALL BE LED TYPE WITH BATTERY BACKUP AND SHALL BE PROVIDED AT ALL EXITS.

EXIT SIGNS SHALL ALSO BE PROVIDED WHEREVER THE LOCATION OF THE EXIT IS NOT READILY APPARENT. ALL MARKING OF EXITS WILL BE IN ACCORDANCE WITH NFPA 101. EXIT SIGNS WILL BE

PROVIDED WITH RED LETTERING.

AUTOMATIC SPRINKLER PROTECTION

THE ENTIRE FACILITY WILL BE PROVIDED WITH AN AUTOMATIC WET PIPE SPRINKLER SYSTEM

DESIGNED AND INSTALLED IN ACCORDANCE WITH UFC 3-600-01 AND NFPA 13. MECHANICAL ROOMS, ELECTRICAL ROOMS AND JANITORS’ CLOSETS WILL BE CLASSIFIED AS ORDINARY HAZARD IN

ACCORDANCE WITH UFC 3-600-01. THE REMAINDER OF THE BUILDING WILL BE CLASSIFIED AS LIGHT

HAZARD IN ACCORDANCE WITH UFC 3-600-01.

IN AREAS CLASSIFIED AS ORDINARY HAZARD, THE OVERHEAD SPRINKLER SYSTEM WILL BE

HYDRAULICALLY DESIGNED TO PROVIDE A DISCHARGE DENSITY OF 0.20 GALLONS PER MINUTE OVER THE HYDRAULICALLY MOST REMOTE 2,500 SQUARE FEET OF FLOOR AREA. SPRINKLERS IN THESE

AREAS WILL BE ORDINARY TEMPERATURE (UNLESS AMBIENT CONDITIONS REQUIRE HIGHER

TEMPERATURE RATED SPRINKLERS), QUICK-RESPONSE TYPE. IN AREAS WITH CEILINGS 30 FEET OR LESS, PENDENT, CHROME FINISH, RECESSED, K-8 SPRINKLERS WILL BE PROVIDED IN AREAS WITH FINISHED CEILINGS AND UPRIGHT, ROUGH BRASS, K-8 SPRINKLERS WILL BE PROVIDED IN AREAS

WITHOUT FINISHED CEILINGS. THE MAXIMUM PROTECTION AREA PER SPRINKLER WILL BE 130

SQUARE FEET, WITH A MAXIMUM SPACING OF 15 FEET. AN OUTSIDE HOSE STREAM ALLOWANCE OF 250 GALLONS PER MINUTE, TAKEN AT THE FIRE HYDRANT CLOSEST TO THE BUILDING, WILL BE

INCLUDED IN THE SYSTEM DESIGN.

IN AREAS CLASSIFIED AS LIGHT HAZARD WITH CEILINGS 30 FEET OR LESS, THE OVERHEAD SPRINKLER SYSTEM WILL BE HYDRAULICALLY DESIGNED TO PROVIDE A DISCHARGE DENSITY OF 0.10 GALLONS

PER MINUTE OVER THE HYDRAULICALLY MOST REMOTE 1,500 SQUARE FEET OF FLOOR AREA.

SPRINKLERS IN THESE AREAS WILL BE ORDINARY TEMPERATURE (UNLESS AMBIENT CONDITIONS

REQUIRE HIGHER TEMPERATURE RATED SPRINKLERS), QUICK-RESPONSE TYPE. IN AREAS WITH

CEILINGS 30 FEET OR LESS, PENDENT, CHROME FINISH, RECESSED, K-5.6 SPRINKLERS WILL BE PROVIDED IN AREAS WITH FINISHED CEILINGS; AND UPRIGHT, ROUGH BRASS, K-5.6 SPRINKLERS WILL

BE PROVIDED IN AREAS WITHOUT FINISHED CEILINGS. THE MAXIMUM PROTECTION AREA PER

SPRINKLER WILL BE 225 SQUARE FEET WITH A MAXIMUM SPACING OF 15 FEET. AN OUTSIDE HOSE STREAM ALLOWANCE OF 250 GALLONS PER MINUTE, TAKEN AT THE FIRE HYDRANT CLOSEST TO THE

BUILDING, WILL BE INCLUDED IN THE SYSTEM DESIGN.

THE USE OF CPVC AND SCHEDULE 10 PIPING IS NOT PERMITTED. PER THE BASE FIRE DEPARTMENT, THE USE OF BUTTERFLY VALVES IS NOT PERMITTED. IN ADDITION, ALL NEW RISERS WILL BE

PROVIDED WITH AN ALARM CHECK VALVE AND WATER MOTOR GONG ASSEMBLY.

PORTABLE FIRE EXTINGUISHERS

GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS ARE NOT REQUIRED IN BUILDINGS THAT ARE

PROTECTED THROUGHOUT WITH AN AUTOMATIC WET PIPE SPRINKLER SYSTEM DESIGNED AND

INSTALLED IN ACCORDANCE WITH UFC 3-600-01 AND NFPA 13.

FIRE ALARM AND MASS NOTIFICATION SYSTEM

A NEW COMBINATION FIRE ALARM AND MASS NOTIFICATION SYSTEM WILL BE PROVIDED IN

ACCORDANCE WITH NFPA 72 AND UFC 4-021-01. THE FIRE ALARM AND MASS NOTIFICATION CONTROL

PANEL (FMCP) WILL BE LOCATED IN A CONDITIONED SPACE APPROVED BY THE BASE FIRE

DEPARTMENT. INITIATING DEVICES WILL CONSIST OF SPOT-TYPE SMOKE DETECTION (ABOVE THE

FAMCP AND ABOVE ANY OTHER FIRE ALARM PANELS), MANUAL PULL STATIONS AND SPRINKLER

WATERFLOW SWITCHES. PHOTOELECTRIC DUCT DETECTORS WILL BE PROVIDED IN AIR HANDLING UNITS GREATER THAN 2,000 CFM. SPRINKLER SYSTEM TAMPER SWITCHES WILL BE MONITORED AS SUPERVISORY CONDITIONS BY THE FIRE ALARM SYSTEM. ALL SLC, IDC AND NAC WIRING SHALL BE CLASS A AND IN RED CONDUIT. A FIRE ALARM REMOTE ANNUNCIATOR WILL BE PROVIDED IN A

LOCATION APPROVED BY THE BASE FIRE DEPARTMENT. ALARM, TROUBLE AND SUPERVISORY

SIGNALS WILL BE TRANSMITTED TO THE BASE FIRE DEPARTMENT VIA A NEW MONACO BT-XM RADIO TRANSCEIVER. TRANSIENT VOLTAGE SURGE SUPPRESSION WILL BE PROVIDED FOR EACH CONTROL

PANEL AND AUXILIARY PANEL.

COMBINATION SPEAKER/STROBES, SPEAKERS AND STROBES WILL BE PROVIDED IN ACCORDANCE

WITH NFPA 72. ANY SPEAKER DEVICES LOCATED IN SECURE AREAS WILL BE OF THE SELF-

AMPLIFYING TYPE. THE FIRE ALARM AND MASS NOTIFICATION SYSTEM WILL UTILIZE THE SAME CLEAR-LENS STROBES, LABELED “ALERT”, FOR OCCUPANT NOTIFICATION AND SCROLLING LED SIGNS WILL BE PROVIDED ABOVE EACH EXIT FROM THE BUILDING. THE SYSTEM WILL BE DESIGNED IN

ACCORDANCE WITH UFC 04-021-01, INCLUDING LIVE VOICE MESSAGING AND PLAYBACK OF

PRERECORDED MESSAGES. WEATHERPROOF EXTERIOR SPEAKERS WILL BE PROVIDED AT EXTERIOR GATHERING LOCATIONS AND ENTRANCES/EXITS TO THE BUILDINGS. LOCAL OPERATOR CONSOLES (LOC) WILL BE PROVIDED AT THE MAIN ENTRANCE ON THE FIRST FLOOR AND LOCATED THROUGHOUT

THE BUILDING SUCH THAT AN OCCUPANT DOES NOT HAVE TO TRAVEL MORE THAN 200 FEET OR

TRANSVERSE FLOORS TO GET TO A LOC. A GLOBAL EMERGENCY HVAC SHUTDOWN BUTTON WILL BE PROVIDED INSIDE OF EACH LOC. AN INTERFACE WITH THE FIRE ALARM SYSTEM WILL BE PROVIDED

TO SILENCE THE FIRE ALARM VOICE MESSAGES DURING BROADCAST OF MASS NOTIFICATION

MESSAGES FOR A PERIOD OF 10 MINUTES BEFORE REVERTING BACK TO THE FIRE ALARM MESSAGE.

THE MASS NOTIFICATION SYSTEM WILL UTILIZE THE MONACO BT-XM RADIO TRANSCEIVER FOR

CONNECTION TO THE BASE-WIDE MASS NOTIFICATION SYSTEM.

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ®

Mobile District

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D E

S

IG

N E

D B

Y

B U

L L

O C

K T

IC

E

A S

S O

C

IA

T E

S

E

C

E R

V A

N T

E S

S T

R E

E T

S

U

IT

E B

P

E N

S A

C O

L A

F

L O

R

ID

A

2 3 4 5

B

C

D

D R

A W

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

IS

S

U E

D A

T E

S O

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IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

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P R

O J

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U M

B E

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F

IL

E N

A M

E

M A

R K

D E

S C

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IP

T

IO

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M O

B

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IS

T

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IC

T

S

A

IN

T J

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A

L A

B A

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F A

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IN

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S Q

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P S

F A

C

IL

IT

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D

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-3

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.D

G

1 HR 1 HR

H

R

H R

H

R

H R

H

R

1 HR 1 HR1 HR 1 HR 1 HR 1 HR

H

R

1 HR

1 HR 1 HR1 HR 1 HR

1 HR

H

R

H

R

1 HR

H

R

1 HR 1 HR1 HR

H

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1 HR 1 HR1 HR 1 HR 1 HR 1 HR 1 HR

H

R

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H

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1 HR

1 HR

H

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A B C D E F G H J K M P Q R S T U V

STAIRS

MASS BRIEFING

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MECHANICAL

COMM

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JOINT USE

AVIATION FLIGHT

EQUIPMENT

BREAKROOM

ELEV. LOBBY

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SUPPLY

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CORRIDOR

CORRIDOR

VEST.

STAIRS

STOR.

105A

JAN

OPS DESK

ACU

FIRST SGT

READINESS

FUNCTIONAL

MOBILITY OIC

TRAINING OIC

SAFETY OIC

WOMENS

MENS

LACTATION

CORRIDOR

CORRIDOR

MENS SHOWER

WOMENS

SHOWER

SUPPLY OFFICE

BRIEFING

BRIEFING

OPS OIC

BRIEFING

ARMS

SUPERVISOR

114A

TRAVEL DIST.: 132 FEET

COMMON PATH.: 83 FEET

ELEV. EQUIP.

FLIGHT ROOM

MANAGER

123A

SMA MANAGER

124A NVG STORAGE

118A

TRAVEL DIST.: 75 FEET

XX = # OF OCCUPANTS USING COMPONENT

YY = EXIT COMPONENT CAPACITY

EXIT SIGN

1-HOUR FIRE RESISTANCE RATED WALL

XX

YY

LIFE SAFETY LEGEND

TRAVEL DISTANCE, COMMON PATH OF TRAVEL

AND DEAD-END CORRIDOR

BUSINESS OCCUPANCY

ASSEMBLY OCCUPANCY

ASSEMBLY OCCUPANCY WITH 1-HOUR FLOOR/CEILING

ASSEMBLY

BUSINESS OCCUPANCY WITH 1-HOUR FLOOR/CEILING

ASSEMBLY

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ®

Mobile District

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D E

S

IG

N E

D B

Y

B U

L L

O C

K T

IC

E

A S

S O

C

IA

T E

S

E

C

E R

V A

N T

E S

S T

R E

E T

S

U

IT

E B

P

E N

S A

C O

L A

F

L O

R

ID

A

2 3 4 5

B

C

D

D R

A W

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

P R

O J

E C

T N

U M

B E

R

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E x

M O

B

IL

E D

IS

T

R

IC

T

S

A

IN

T J

O S

E P

H S

T R

E E

T M

O B

IL

E

A

L A

B A

M A

F T

F A

S O

F C

O M

B

IN

E D

S Q

U A

D O

P S

F A

C

IL

IT

Y

D

U K

E F

IE

L

D

W

-2 -R

-0

D U

K E

F

IE

L D

F

L O

R

ID

A

G-101FTFA 163002

F

IR

S T

F L

O O

R P

L A

N

L

IF

E S

A F

E T

Y

J

J O

H N

H

M E

A D

O W

S

J

J O

H N

F

IS

H E

R E

N G

IN

E

E R

IN

G

IN

C

-3

-2

M E

F

G -1

.D W

G

3/32" = 1'-0"G-101

1 FIRST FLOOR PLAN - LIFE SAFETY

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

0 5'-4" 10'-8" 21'-4"

PLAN

NORTH

1 HR 1 HR1 HR 1 HR 1 HR 1 HR 1 HR

H

R

1 HR 1 HR1 HR

H

R

H

R

H R

H

R

1 HR

1 HR

1 HR

1 HR 1 HR1 HR 1 HR

H

R

1 HR

H

R

H

R

1 HR

H

R

H

R

H

R

H

R

H

R

H

R

1 HR

A B C D E F G H J K M P Q L R S T U V

INTEL TRAINING /

SOC SOUTH

BRIEFING

SOC SOUTH

MISSION

PLANNING

PLANS

FTU CLASSROOM

225A

FTU OPEN

OFFICE

COMMAND SUITE

- ACTIVE

COMMAND SUITE

- RESERVE

BREAKROOM

STAIR

ELEV.

STAND EVAL

CONFERENCE

ROOM

FIRST SGT

208WOMENS

MENS

MECHANICAL

ELEC

COMM

COMMANDER

SR ENL MGR

STAIR

DIRECTOR OF

RESERVE OPS

SR ENL MGR

STAIRS

COMMANDER

ELEV. LOBBY

CORRIDOR

INTEL OFFICE

INTEL

SECURE COMM

INTEL OFFICE

INTEL

COMMANDER

DIR OPS

SQUADRON

HEALTH

POTFF

PLANS OIC

235TACTICS OIC

WOMENS

SHOWER

CORRIDOR

CORRIDOR

SECURE ROOM

STAND EVAL

SUPERVISOR

222A

COMMON PATH: 61 FEET

COMMON PATH: 69 FEET

DEAD-END: 29 FEET

TRAVEL DIST.: 151 FEET

JAN

XX = # OF OCCUPANTS USING COMPONENT

YY = EXIT COMPONENT CAPACITY

EXIT SIGN

1-HOUR FIRE RESISTANCE RATED WALL

XX

YY

LIFE SAFETY LEGEND

TRAVEL DISTANCE, COMMON PATH OF TRAVEL

AND DEAD-END CORRIDOR

BUSINESS OCCUPANCY

ASSEMBLY OCCUPANCY

ASSEMBLY OCCUPANCY WITH 1-HOUR FLOOR/CEILING

ASSEMBLY

BUSINESS OCCUPANCY WITH 1-HOUR FLOOR/CEILING

ASSEMBLY

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ®

Mobile District

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D E

S

IG

N E

D B

Y

B U

L L

O C

K T

IC

E

A S

S O

C

IA

T E

S

E

C

E R

V A

N T

E S

S T

R E

E T

S

U

IT

E B

P

E N

S A

C O

L A

F

L O

R

ID

A

2 3 4 5

B

C

D

D R

A W

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

P R

O J

E C

T N

U M

B E

R

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E x

M O

B

IL

E D

IS

T

R

IC

T

S

A

IN

T J

O S

E P

H S

T R

E E

T M

O B

IL

E

A

L A

B A

M A

F T

F A

S O

F C

O M

B

IN

E D

S Q

U A

D O

P S

F A

C

IL

IT

Y

D

U K

E F

IE

L

D

W

-2 -R

-0

D U

K E

F

IE

L D

F

L O

R

ID

A

G-102FTFA 163002

S E

C O

N D

F L

O O

R P

L A

N

L

IF

E S

A F

E T

Y

J

J O

H N

H

M E

A D

O W

S

J

J O

H N

F

IS

H E

R E

N G

IN

E

E R

IN

G

IN

C

-3

-2

M E

F

G -1

.D W

G

3/32" = 1'-0"G-102

1 SECOND FLOOR PLAN - LIFE SAFETY

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

0 5'-4" 10'-8" 21'-4"

PLAN

NORTH

ZONE 1

125 123 123A

124A

120 114

114A

118118A119121

126 128 129 134 135 136 137

109 110

112 111

138 140

104 105

ZONE 1

105A

ZONE 1

G-112

G-112

DD

DD D D

D

D

D

D

D

D

DD

GRAPHIC LEGEND

AIR BARRIER LOCATION

KEYNOTES

PAINTED GYPSUM WALLBOARD

PERFORMS AS AIR BARRIER.

CONCRETE SLAB PERFORMS AS AIR

BARRIER.

ROOFING UNDERLAYMENT PERFORMS

AS AIR BARRIER

FLUID APPLIED AIR/MOISTURE BARRIER

PERFORMS AS AIR BARRIER.

A

B

C

D

GENERAL NOTES

1. DRAWINGS ON THIS SHEET ARE

PROVIDED TO SHOW DIAGRAMMATIC

LOCATION OF AIR BARRIER.

2. SEE WALL SECTIONS AND DETAILS FOR

ADDITIONAL AIR BARRIER INFORMATION.

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D E

S

IG

N E

D B

Y

B U

L L

O C

K T

IC

E

A S

S O

C

IA

T E

S

E

C

E R

V A

N T

E S

S T

R E

E T

S

U

IT

E B

P E

N S

A C

O L

A F

L O

R

ID

A

2 3 4 5

B

C

D

D R

A W

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

P R

O J E

C T

N U

M B

E R

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E x

M O

B

IL

E D

IS

T

R

IC

T

S

A

IN

T J

O S

E P

H S

T R

E E

T

M O

B

IL

E A

L A

B A

M A

F T

F A

S O

F C

O M

B

IN

E D

S Q

U A

D O

P S

F A

C

IL

IT

Y

D

U K

E F

IE

L

D

D U

K E

F

IE

L D

F

L O

R

ID

A

G-110FTFA 163002

A

IR

B A

R R

IE

R

S

T F

L O

O R

P L

A N

D

IA

G R

A M

J G

H

G J

D

R C

R

B T

A

-3

-2

M E

F

G

.D W

GW

-2

-R

-0

1/8" = 1'-0"G-110

1 1ST FLOOR - AIR BARRIER DIAGRAM

ROOM NAMES 1ST FL.

NUMBER ROOM

100 VEST.

101 LOBBY

102 ELEV. LOBBY

103 ELEV

104 CORRIDOR

105 MASS BRIEFING ROOM

105A STOR.

106 ELEV. EQUIP.

107 JAN

108 CORRIDOR

109 OPS DESK

110 JOINT USE

111 OPS OIC

112 FIRST SGT

113 STAIRS

114 ARMS

114A ARMS SUPERVISOR

115 CORRIDOR

116 ACU

117 ADO

118 AVIATION FLIGHT EQUIPMENT

118A NVG STORAGE

119 RA

120 SUPPLY

121 SUPPLY OFFICE

122 CORRIDOR

123 PILOT RESERVE FLIGHT ROOM

123A FLIGHT ROOM MANAGER

124 RESERVE SMA

124A SMA MANAGER

125 BREAK ROOM

126 STAIRS

127 FLIGHT PLANNING

128 BRIEFING

129 BRIEFING

130 BRIEFING

131 BRIEFING

132 BRIEFING

133 TRAINING

134 READINESS FUNCTIONAL

135 TRAINING OIC

136 SAFETY OIC

137 MOBILITY OIC

138 MENS

139 MENS SHOWER

140 WOMENS

141 LACTATION

142 WOMENS SHOWER

145 MECHANICAL

146 ELEC

147 COMM

PLAN

NORTH

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

G-112

G-112

225A

222A

215214

211210208

202 205

237233228

231227 232 234 235 236

238 239 240

DD

DD D

D

D

D

D

D

DD

D

ZONE 1

ZONE 1

ZONE 1

GENERAL NOTES

1. DRAWINGS ON THIS SHEET ARE

PROVIDED TO SHOW DIAGRAMMATIC

LOCATION OF AIR BARRIER.

2. SEE WALL SECTIONS AND DETAILS FOR

ADDITIONAL AIR BARRIER INFORMATION.

KEYNOTES

PAINTED GYPSUM WALLBOARD

PERFORMS AS AIR BARRIER.

CONCRETE SLAB PERFORMS AS AIR

BARRIER.

ROOFING UNDERLAYMENT PERFORMS

AS AIR BARRIER

FLUID APPLIED AIR/MOISTURE BARRIER

PERFORMS AS AIR BARRIER.

A

B

C

D

GRAPHIC LEGEND

AIR BARRIER LOCATION

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D E

S

IG

N E

D B

Y

B U

L L

O C

K T

IC

E

A S

S O

C

IA

T E

S

E

C

E R

V A

N T

E S

S T

R E

E T

S

U

IT

E B

P E

N S

A C

O L

A F

L O

R

ID

A

2 3 4 5

B

C

D

D R

A W

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

P R

O J E

C T

N U

M B

E R

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E x

M O

B

IL

E D

IS

T

R

IC

T

S

A

IN

T J

O S

E P

H S

T R

E E

T

M O

B

IL

E A

L A

B A

M A

F T

F A

S O

F C

O M

B

IN

E D

S Q

U A

D O

P S

F A

C

IL

IT

Y

D

U K

E F

IE

L

D

D U

K E

F

IE

L D

F

L O

R

ID

A

G-111FTFA 163002

A

IR

B A

R R

IE

R

N

D F

L O

O R

P L

A N

D

IA

G R

A M

J G

H

G J

D

R C

R

B T

A

-3

-2

M E

F

G

.D W

GW

-2

-R

-0

1/8" = 1'-0"G-111

1 2ND FLOOR - AIR BARRIER DIAGRAM

PLAN

NORTH

2ND FL. ROOM NAMES

NUMBER ROOM

201 STAIR

202 ELEV. LOBBY

203 ELEV.

204 BREAK ROOM

205 CORRIDOR

206 SQUADRON HEALTH

207 POTFF

208 FIRST SGT

209 COMMAND SUITE - RESERVE

210 SR ENL MGR

211 DIRECTOR OF RESERVE OPS

212 COMMANDER

213 COMMAND SUITE - ACTIVE

214 SR ENL MGR

215 DIR OPS

216 COMMANDER

217 STAIR

218 CORRIDOR

219 MECHANICAL

220 COMM

221 ELEC

222 STAND EVAL

222A STAND EVAL SUPERVISOR

223 CONFERENCE ROOM

224 CORRIDOR

225A FTU CLASSROOM

225B FTU CLASSROOM

226 FTU OPEN OFFICE

227 STAIRS

228 INTEL

229 INTEL OFFICE

230 INTEL COMMANDER

231 INTEL OFFICE

232 INTEL TRAINING / SOC SOUTH

BRIEFING

233 PLANS

234 TACTICS OIC

235 PLANS OIC

236 SECURE ROOM

237 SOC SOUTH MISSION PLANNING

238 SECURE COMM

239 MENS

240 WOMENS

241 WOMENS SHOWER

242 JAN

G-112

ZONE 1

B

C

D

C

D

C

C

D

G-112

ZONE 1

C

B

D

B

B

C C

D

GRAPHIC LEGEND

AIR BARRIER LOCATION

KEYNOTES

PAINTED GYPSUM WALLBOARD

PERFORMS AS AIR BARRIER.

CONCRETE SLAB PERFORMS AS AIR

BARRIER.

ROOFING UNDERLAYMENT PERFORMS

AS AIR BARRIER

FLUID APPLIED AIR/MOISTURE BARRIER

PERFORMS AS AIR BARRIER.

A

B

C

D

GENERAL NOTES

1. DRAWINGS ON THIS SHEET ARE

PROVIDED TO SHOW DIAGRAMMATIC

LOCATION OF AIR BARRIER.

2. SEE WALL SECTIONS AND DETAILS FOR

ADDITIONAL AIR BARRIER INFORMATION.

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D E

S

IG

N E

D B

Y

B U

L L

O C

K T

IC

E

A S

S O

C

IA

T E

S

E

C

E R

V A

N T

E S

S T

R E

E T

S

U

IT

E B

P E

N S

A C

O L

A F

L O

R

ID

A

2 3 4 5

B

C

D

D R

A W

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

P R

O J E

C T

N U

M B

E R

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E x

M O

B

IL

E D

IS

T

R

IC

T

S

A

IN

T J

O S

E P

H S

T R

E E

T

M O

B

IL

E A

L A

B A

M A

F T

F A

S O

F C

O M

B

IN

E D

S Q

U A

D O

P S

F A

C

IL

IT

Y

D

U K

E F

IE

L

D

D U

K E

F

IE

L D

F

L O

R

ID

A

G-112FTFA 163002

A

IR

B A

R R

IE

R

S E

C T

IO

N

D

IA

G R

A M

S

J G

H

G J

D

R C

R

B T

A

-3

-2

M E

F

G

.D W

GW

-2

-R

-0

1/8" = 1'-0"G-112

1 SECTION - AIR BARRIER DIAGRAM

1/8" = 1'-0"G-112

2 SECTION - AIR BARRIER DIAGRAM

SOP-1-18

SOP-2-18

SOP-4-18

SOP-5-18

SOP-6-18

SQO-3-18

SQO-4-18

SQO-5-18

WOODED AREA

WOODED AREA

WOODED AREA

WOODED AREA

WOODED AREA

WOODED AREA

ASPHALT

SHADED AREA DENOTES DATA TAKEN FROM A

SURVEY BY BASKERVILLE-DONOVAN, INC.

PROJECT NUMBER 24619.01 AND DATED 04/05/18.

SHADED AREA DENOTES DATA TAKEN FROM A

SURVEY BY BASKERVILLE-DONOVAN, INC.

PROJECT NUMBER 24619.01 AND DATED 04/05/18.

SHADED AREA DENOTES DATA TAKEN FROM A

SURVEY BY BASKERVILLE-DONOVAN, INC.

PROJECT NUMBER 24619.01 AND DATED 04/05/18.

LIMITS OF ECA, INC. FIELD SURVEY, DATA

OUTSIDE OF THIS LINE WAS TAKEN FROM A

SURVEY BY BASKERVILLE-DONOVAN, INC.

PROJECT NUMBER 24619.01 AND DATED 04/05/18.

CONTROL POINT #11

T.B.M. ELEV.:199.01'

CONTROL POINT #3

T.B.M. ELEV.:202.14'

CONTROL POINT #2

T.B.M. ELEV.:196.05'

CONTROL POINT #1

T.B.M. ELEV.:191.70'

HEMBY ST.

B

S

T R

E E

T

LIMITS OF ECA, INC. FIELD SURVEY, DATA

OUTSIDE OF THIS LINE WAS TAKEN FROM A

SURVEY BY BASKERVILLE-DONOVAN, INC.

PROJECT NUMBER 24619.01 AND DATED 04/05/18.

SOP-1-18

SOP-2-18

SOP-4-18

SOP-5-18

SOP-6-18

SOP-7-18

SOR-1-18

SQO-1-18

SQO-2-18

SQO-3-18

SQO-4-18

SQO-5-18

ASPHALT

( IN FEET )

GRAPHIC SCALE

60 60 120 24030

1 inch = 60 ft.

LEGEND:

SURVEY REPORT:

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N E

D

B

Y

B U

L L

O C

K

T

I C

E

A

S S

O C

I A

T E

S

E

C

E R

V A

N T

R

E E

T

S

U I T

E

B

P E

N S

A C

O L

A

F

L O

R I D

A

2 3 4 5

B

C

D

D R

A W

N

B

Y

S B

P L

A

L E

S I Z

E

C K

D

B

Y

P L

T

E

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

P R

O J E

M

B E

R

F I L

E

N

A M

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R x

M O

B I L

E

D

I S

T R

I C

T

M O

B I L

E

A

L A

B A

M A

F T

F A

D U

E

L D

F

L O

R I D

A

S O

F

C

O M

B I N

U

C

I L

I T

Y

D

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V-101FTFA 163002

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HEMBY STREET

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TOPOGRAPHIC SURVEY

1" = 60

ENLARGE VIEW AT HEMBY STREET

1" = 30

GENERAL CIVIL NOTES

GENERAL:

1. BENCHMARK FOR CONSTRUCTION HAS BEEN PROVIDED ON SHEET V-101.

2. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED AS PER SPECIFICATI0NS (SUBMITTALS).

3. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN

HAND BEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL

THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND

ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS OR ADDITIONAL WORK RESULTING FROM

THE CONTRACTOR BEING IN VIOLATION OF THE REQUIREMENTS ABOVE, SHALL BE FULLY BORNE BY THE CONTRACTOR.

4. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM

THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER

ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE

THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY

ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR

SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES, WHETHER SHOWN ON THE PLAN OR LOCATED

BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT

TO THE ATTENTION OF THE COR FIRST.

5. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING LANDSCAPE SPRINKLERS LINES, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THE

CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL OF THE COR.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES FROM TAKING PLACE

OUTSIDE OF THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS. ANY ON-SITE OR OFFSITE AREAS DISTURBED BY

CONTRACTOR OR SUB CONTRACTOR (EQUIPMENT AND/OR PERSONNEL VEHICLES) SHALL BE RESTORED TO ORIGINAL

CONDITION OR BETTER.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXISTING SITE CONDITIONS OF SOIL PRIOR TO NOTICE TO

PROCEED. CONSTRUCTION TO DETERMINE IF ANY OFF SITE MATERIALS WILL NEED TO BE IMPORTED TO ACHIEVE THE

GRADES SPECIFIED ON THE PLANS.

8. CONTRACTOR SHALL PERFORM FINAL FLOW TESTS AT THE END OF THE PROJECT ON ALL NEW FIRE HYDRANTS

INSTALLED.

9. ALL PERMITTING AND REGULATORY COORDINATION MUST BE CONDUCTED THROUGH THE EGLIN AFB CIVIL ENGINEER

WITH THE EXCEPTION OF THE NPDES CONSTRUCTION PERMIT, WHICH THE CONTRACTOR MUST COORDINATE DIRECTLY

WITH FDEP. SEE EROSION CONTROL NOTES, THIS SHEET, AND SPECIFICATION SECTION 01 57 19 TEMPORARY

ENVIRONMENTAL CONTROLS.

10. CONTRACTOR SHALL REVIEW AND COMPLY WITH AIR FORCE (AF) FORM 813 - “REQUEST FOR ENVIRONMENTAL IMPACT

ANALYSIS” AND IMPLEMENT SPECIFIC REQUIREMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES AND DURING

THE DEVELOPMENT OF THE PROJECT AS NECESSARY. A COPY OF THE FORM IS INCLUDED IN APPENDIX A OF THE

CONTRACT DOCUMENTS.

11. CONTRACTOR AWARDED THIS PROJECT IS RESPONSIBLE FOR MONITORING CONSTRUCTION AND SUBMITTING TO THE

DISTRICT/FDEP NOTICE OF CONSTRUCTION COMMENCEMENT AND AS-BUILT CERTIFICATIONS FOR THE PROJECT WHEN

COMPLETED THE CONTRACTOR SHALL UTILIZE A PROFESSIONAL ENGINEER TO MONITOR THE CONSTRUCTION

ACTIVITIES FOR THE WATER, SEWER AND STORM WATER IMPROVEMENTS PER THE CONDITIONS OF THE APPROVED

PERMITS. A PROFESSIONAL ENGINEER IS REQUIRED BY PERMIT CONDITIONS TO SUBMIT THE CONSTRUCTION

COMPLETION PERMITS TO THE PERMITTING AGENCIES

DEMOLITION:

1. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND LICENSES FOR PERFORMING THE DEMOLITION WORK AND

SHALL FURNISH A COPY OF SAME TO THE COR PRIOR TO COMMENCING THE WORK. THE CONTRACTOR SHALL COMPLY WITH

THE REQUIREMENTS OF THE PERMITS.

2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES OR LOCAL AUTHORITIES FURNISHING ELECTRICAL, POWER

SERVICE SO THEY CAN REMOVE, RELOCATE, DISCONNECT, CAP OR PLUG THEIR EQUIPMENT IN ORDER TO FACILITATE

DEMOLITION. ALL OTHER UTILITIES (WATER, TELEPHONE OR SEWER) SHALL BE DISCONNECTED, CAPPED OR PLUGGED BY

THE CONTRACTOR AS DIRECTED BY COR REPRESENTATIVE.

3. THE PAVING MARKED FOR DEMOLITION WHICH INCLUDES ALL ASPHALT, CONCRETE, BASE, AND RETAINING WALLS

(INCLUDING THE FOOTERS) SHALL BE REMOVED.

4. ANY TREES MARKED FOR DEMOLITION, WHICH INCLUDES THE ROOTS ASSOCIATED WITH THE TREE SHALL BE FULLY

REMOVED. TREES NOT MARKED FOR REMOVAL SHALL BE PROTECTED FROM DAMAGE.

5. SAW-CUT A SMOOTH STRAIGHT EDGE ON ANY PAVEMENT PROPOSED FOR DEMOLITION PRIOR TO ITS REMOVAL. PRIOR TO

CONNECTING PROPOSED PAVEMENT TO EXISTING PAVEMENT, THE CONTRACTOR SHALL ENSURE THAT THE EDGE OF THE

EXISTING PAVEMENT IS STRAIGHT AND UNIFORM PRIOR TO REPAVING.

6. ALL EXCESS FILL AND STRIPPINGS FROM SITE SHALL BE STOCKPILED IN A LOCATION DETERMINED BY THE CONTRACTOR AND

EGLIN AFB STAFF.

7. ALL MATERIAL SUCH AS ASPHALT AND CONCRETE SHALL BE STOCKPILED AND REUSED ON SITE WHERE PRACTICAL. ALL

EXCESS WASTE / RECYCLED MATERIAL NOT RE-USED SHALL BE PROPERLY DISPOSED OF OFF BASE AT AN APPROVED

FACILITY.

OTHER UTILITY INFORMATION:

1. CONTRACTOR SHALL APPLY FOR AN EGLIN AFB DIG PERMIT BEFORE ANY EXCAVATION IS BEGUN ON THE PROJECT.

2. LANDSCAPING SHALL NOT BE LOCATED WITHIN 3 FEET OF ANY FIRE HYDRANT AND/OR FIRE DEPARTMENT CONNECTION.

3. WATER FOR FIRE FIGHTING PURPOSES SHALL BE AVAILABLE PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE.

EARTHWORK, GRADING, STABILIZATION, PAVING AND DRAINAGE:

1. ALL ORGANIC SOILS BELOW UTILITY TRENCHES, PAVEMENT AND BUILDINGS, SHALL BE REMOVED AND REPLACED WITH

SUITABLE MATERIAL AND COMPACTED TO NO LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY (ASTM D-1557).

2. ASPHALTIC CONCRETE SHALL MEET THE FDOT STANDARD SPECIFICATION (LATEST EDITION) SECTION 334, SUPERPAVE

ASPHALT CONCRETE.

3. ALL PAVEMENT MARKINGS SHALL BE REFLECTIVE PAINT.

4. ALL CONCRETE SIDEWALKS AND CURBS SHALL BE CONSTRUCTED WITH 3000 PSI CONCRETE MINIMUM (USE FIBER MESH).

5. THE REINFORCED CONCRETE PIPE SHALL BE CLASS III WITH WALL THICKNESS "B" CONFORMING TO ASTM C - 76 OR AWWA 302

- 74 AND GASKETS SHALL BE IN ACCORDANCE WITH ASTM C - 443 OR ASTM D - 412.

6. ALL PIPE CALL OUTS ARE MEASURED CENTER LINE TO CENTER LINE FOR MANHOLES AND INLETS AND FROM THE END OF THE

PIPE FOR MITERED END SECTIONS.

7. DEWATERING MAY BE REQUIRED. SPECIAL CONDITIONS WILL BE NECESSARY FOR DEWATERING IF REQUIRED (SEE

SPECIFICATIONS).

8. ALL UTILITY PIPES SHALL HAVE 3 FEET MINIMUM COVER UNLESS OTHERWISE SPECIFIED IN PLANS.

9. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL UTILITIES

TESTING SHALL BE AS PER ASUS SPECIFICATIONS AND DETAILS.

10. INSTALL AND MAINTAIN GRASS OR SOD ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETED FINAL GRADES, AS NOTED ON

PLANS, AND AT ANY OTHER TIME AS NECESSARY TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES TO ANY

DOWNSTREAM WATER BODY, WETLAND, OR OFF-SITE PROPERTY. SODDING ON SLOPES 3:1 AND STEEPER SHALL BE STAKED.

11. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY AND SEDIMENT INCLUDING, BUT NOT

LIMITED TO, THE INSTALLATION OF TURBIDITY BARRIERS AND SILT FENCES AT ALL LOCATIONS WHERE THE POSSIBILITY OF

TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY

AND SEDIMENT BARRIERS MUST BE MAINTAINED AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED

SOIL AREAS ARE STABILIZED. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERS. AT NO TIME

SHALL THERE BE ANY OFFSITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS IN CHAPTERS 62-302 AND 62-4, FLORIDA ADMINISTRATIVE CODE.

SPILL CONTROL NOTES:

1. IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS NOTES

OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP IAW PROJECT

SPECIFICATION SECTION 01 57 19.

a. ALL SPILLS WILL BE REPORTED TO THE AIR FORCE IMMEDIATELY TO…