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SHEET ID
06/18/2025
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15 July 2025
W912QR-51061297
Certified Final
SHEET ID
INDEX OF DRAWINGS
SHEET
NUMBER SHEET NAME
GENERAL
G-001 COVER SHEET
G-002 INDEX OF DRAWINGS
GI001 UFC LIFE SAFETY NARRATIVE AND BUILDING CODE ANALYSIS
GI101 LIFE SAFETY FLOOR PLAN
GC001 LOCATION AND VICINITY MAP
GC101 ACCESS & LAYDOWN PLAN
GC102 CODE COMPLIANCE PLAN
SURVEY
VF100 EXISTING CONDITIONS PLAN
GEOTECHNICAL
B-100 BORING LOGS
CIVIL
C-001 CIVIL LEGEND & ABBREVIATIONS
C-002 CIVIL GENERAL NOTES - 1
C-003 CIVIL GENERAL NOTES - 2
CD100 DEMOLITION PLAN
CS100 SITE PLAN
CS110 STAKING PLAN
CS501 SITE DETAILS - 1
CS502 SITE DETAILS - 2
CU100 GRADING & UTILITY PLAN
CU201 PAVEMENT AND UTILITY PROFILES
CU501 UTILITY DETAILS - 1
CE001 EROSION CONTROL NOTES
CE101 PRE-DEVELOPMENT DRAINAGE BASINS
CE102 POST-DEVELOPMENT DRAINAGE BASINS
CE111 EROSION CONTROL PLAN - PHASE 1
CE112 EROSION CONTROL PLAN - PHASE 2
CE113 EROSION CONTROL PLAN - PHASE 3
CE501 EROSION CONTROL DETAILS - 1
STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES
S-002 LEGEND AND ABBREVIATIONS
S-003 WIND LOADING AND DIAGRAM
S-101 FOUNDATION AND SLAB PLAN - AREA A
S-121 ROOF FRAMING PLAN - AREA A
S-301 BUILDING SECTIONS
S-501 STANDARD CONCRETE DETAILS 1 OF 3
S-502 STANDARD CONCRETE DETAILS 2 OF 3
S-503 STANDARD CONCRETE DETAILS 3 OF 3
S-504 STANDARD STEEL DECK DETAILS
S-505 STANDARD COLD-FORMED STEEL DETAILS
S-511 FOUNDATION DETAILS
S-512 CFS FRAMING DETAILS
S-513 CFS TRUSS DETAILS
S-514 FRAMING DETAILS
S-515 CANOPY DETAILS
ARCHITECTURAL
A-001 ARCHITECTURAL LEGEND AND ABBREVIATIONS
A-002 ARCHITECTURAL GENERAL NOTES AND ACCESSIBILITY INFORMATION
A-010 OVERALL AIR BARRIER FLOOR PLAN
A-011 AIR BARRIER SECTIONS
AD101 OVERALL DEMOLITION PLAN
AD103 OVERALL DEMOLITION ROOF PLAN
A-101 OVERALL FLOOR PLAN
A-102 OVERALL REFLECTED CEILING PLAN
A-103 OVERALL ROOF PLAN
A-201 EXTERIOR BUILDING ELEVATIONS
A-301 BUILDING SECTIONS
A-311 WALL SECTIONS
A-351 SECTION DETAILS
A-401 ENLARGED FLOOR PLANS AND ELEVATIONS
A-451 AIR BARRIER DETAILS
A-452 AIR BARRIER DETAILS
A-501 PARTITION TYPES
A-511 PARTITION TYPE DETAILS
A-522 PENETRATION DETAILS
A-561 CEILING DETAILS
A-571 ROOF DETAILS
A-572 ROOF DETAILS
A-601 DOOR, WINDOW, AND LOUVER SCHEDULE AND TYPES
A-621 DOOR DETAILS
A-661 DOOR, WINDOW, AND LOUVER DETAILS
A-701 ROOM FINISH SCHEDULE AND LEGEND
A-711 OVERALL FINISH PLAN
A-731 OVERALL SIGNAGE PLAN
A-732 SIGNAGE DETAILS
A-751 INTERIOR ELEVATIONS AND DETAILS
A-752 INTERIOR ELEVATIONS
INTERIORS
I-101 OVERALL FURNITURE PLAN
FIRE PROTECTION
FA001 FIRE ALARM NOTES, LEGEND AND ABBREVIATIONS
FA101 FIRE ALARM FLOOR PLAN
FA601 FIRE ALARM ONE-LINE DIAGRAM & FIRE ALARM MATRIX
PLUMBING
P-001 PLUMBING NOTES, LEGEND, SYMBOLS & ABBREVIATIONS
P-101 PLUMBING OVERALL PLAN - EXISTING WASTE & VENT
P-102 PLUMBING OVERALL PLAN - NEW WASTE & VENT
P-103 PLUMBING OVERALL PLAN - EXISTING DOMESTIC WATER
P-104 PLUMBING OVERALL PLAN - NEW DOMESTIC WATER
P-401 PLUMBING ENLARGED PLANS - WASTE & VENT
P-402 PLUMBING ENLARGED PLANS - DOMESTIC WATER
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-503 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
P-901 PLUMBING RISER DIAGRAMS
INDEX OF DRAWINGS
SHEET
NUMBER SHEET NAME
MECHANICAL
M-001 MECHANICAL NOTES, LEGEND, SYMBOLS & ABBREVIATIONS
M-002 MECHANICAL CONTROLS LEGEND
M-101 MECHANICAL PLAN - OVERALL DEMOLITION
M-102 MECHANICAL PLAN - OVERALL NEW WORK
M-401 MECHANICAL ENLARGED PLANS - DEMO & NEW
M-402 MECHANICAL ENLARGED PLANS - DEMO & NEW
M-403 MECHANICAL ENLARGED PLAN - NEW ADDITION
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
M-701 MECHANICAL CONTROLS ARCHITECTURE
M-702 SPLIT SYSTEM HEAT PUMP CONTROLS SCHEMATIC
M-703 UPS ROOM DUCTLESS SPLIT SYSTEM & EXHAUST FAN CONTROLS
SCHEMATIC
M-704 COMMUNICATIONS ROOM DUCTLESS SPLIT SYSTEM CONTROLS
SCHEMATIC
ELECTRICAL
E-001 ELECTRICAL LEGEND 1 OF 2
E-002 ELECTRICAL LEGEND 2 OF 2
ED101 ELECTRICAL DEMOLITION
EG101 GROUNDING PLAN
EG102 ROOF LIGHTNING PROTECTION PLAN
EG501 GROUNDING DETAILS
EL101 LIGHTING PLAN
EL401 ELECTRICAL LIGHTING ENLARGED PLAN
EL402 ELECTRICAL LIGHTING ENLARGED PLAN
EL501 LIGHTING DETAILS
EL601 LIGHTING FIXTURE SCHEDULE
EL701 LIGHTING CONTROL WIRING DIAGRAMS
EL702 LIGHTING CONTROL WIRING DIAGRAMS
EP101 POWER PLAN
EP401 ELECTRICAL POWER ENLARGED PLAN
EP402 ELECTRICAL POWER ENLARGED PLANS
EP501 POWER DETAILS
EP502 POWER DETAILS
EP503 POWER DETAILS
EP601 PANEL SCHEDULES
EP701 ONE-LINE DIAGRAM
ES001 ELECTRICAL SITE LEGEND
ES101 ELECTRICAL SITE PLAN
ES501 ELECTRICAL SITE DETAILS
ES502 ELECTRICAL SITE DETAILS
TELECOMMUNICATIONS
T-001 TELECOMMUNICATION SYMBOL AND LEGEND
TN101 TELECOMMUNICATIONS PLAN OVERALL
TN401 TELECOMMUNICATIONS ENLARGED PLAN
TN402 TELECOMMUNICATIONS ENLARGED PLAN
TN501 TELECOMMUNICATION DETAILS
TN502 TELECOMMUNICATION DETAILS
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US Army Corps of Engineers ®
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1. APPLICABLE CODES AND STANDARDS
ABBREVIATIONS TITLE EDITION
- EGLIN AIR FORCE BASE FIRE DEPARTMENT REQUIREMENTS FEB 2023
ECB 2018-17 NEW REQUIREMENTS FOR VISUAL NOTIFICATION FOR MASS NOTIFICATION
SYSTEMS
REV 3,
IBC INTERNATIONAL BUILDING CODE 2021
IEBC INTERNATIONAL EXISTING BUILDING CODE 2021
NFPA 1 FIRE CODE 2024
NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS 2022
NFPA 70 NATIONAL ELECTRICAL CODE 2023
NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2022
NFPA 90A STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND
VENTILATING SYSTEMS
NFPA 101 LIFE SAFETY CODE 2024
UFC 1-200-01 DOD BUILDING CODE CHANGE
2, 2023
UFC 3-600-01 DESIGN: FIRE PROTECTION ENGINEERING FOR FACILITIES CHANGE
6, 2021
UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS CHANGE
2, 2022
UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS CHANGE
1, 2010
UFC 4-510-01 DESIGN: MILITARY MEDICAL FACILITIES CHANGE
2, 2023
3. CLASSIFICATION OF OCCUPANCY
AREAS* OCCUPANCY IBC NFPA 101
OFFICES, RESTROOMS, TOILETS,
VESTIBULES, CORRIDOR, TRAINING
ROOM AUDIO, PROVIDER/EXAM
BUSINESS GROUP B 304.1 6.1.11
MECHANICAL ROOMS, ELECTRICAL
ROOMS, COMM ROOMS, STORAGE
ROOMS
STORAGE GROUP S-1 311.2 6.1.13
5. BUILDING ALLOWABLE AREA (IBC 506)
FLOOR OCCUPANCY ACTUAL AREA (SF) RESTRICTING MODIFIED ALLOWABLE AREA (SF) *
LEVEL 01 BUSINESS GROUP B 14,800 23,000
6. MODIFIED ALLOWABLE HEIGHT (IBC 504)
OCCUPANCY
BUILDING
FACTOR
RESTRICTING ALLOWABLE HEIGHT
(FT / STORY) ACTUAL HEIGHT (FT / STORY)
B NS 55/3 23/1
2. TYPE OF CONSTRUCTION (IBC 601)
BUILDING ELEMENT
TYPE OF
CONSTRUCTION
FIRE RESISTANCE
RATING
PRIMARY STRUCTURAL FRAME IIB 0 HR
BEARING EXTERIOR WALL IIB 0 HR
BEARING INTERIOR WALL IIB 0 HR *
NON-BEARING EXTERIOR WALL IIB 0 HR
NON-BEARING INTERIOR WALL IIB 0 HR *
FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND
JOISTS
IIB 0 HR
11. COMMON PATH, DEAD-END, AND TRAVEL DISTANCE LIMITS
(NFPA 101 TABLE A.7.6)
OCCUPANCY COMMON PATH LIMIT (FT) DEAD END LIMIT (FT)
TRAVEL DISTANCE LIMIT
(FT)
BUSINESS 75 20 200
STORAGE ORDINARY
HAZARD
50 50 200
* EXCEPT AS REQUIRED FOR OCCUPANCY SEPARATION, INCIDENTAL USE, AND OTHER PASSIVE FIRE PROTECTION.
8. OCCUPANT LOAD CALCULATIONS (NFPA 101, UFC 3-600-01)
FLOOR AREA FUNCTION OF SPACE AREA (SF)
OCCUPANT
LOAD FACTOR
(SF/PERSON) OCCUPANTS
LEVEL 1 TELECOM, ELECTRICAL,
MECHANICAL, JANITOR,
STORAGE
STORAGE/ACCESSORY
EQUIPMENT
912 500 2
LEVEL 1 ADMIN, EXAM, OFFICES,
SUPPLY, RESTROOM,
VESTIBULE, CORRIDOR
BUSINESS AREAS 12,358 150 83
LEVEL 1 TRAINING CONCENTRATED
BUSINESS USE
579 50 12
LEVEL 1 WAITING ROOM WAITING SPACES 947 15 64
TOTAL 14,800 161
9. OCCUPANT LOAD SUMMARY AND MINIMUM EXITS FROM FLOOR
FLOOR GROSS AREA (SF) OCCUPANTS
REQUIRED EXITS
(NFPA 101)
REQUIRED EXIT SEPARATION
(NFPA 101)
LEVEL 1 14,800 161 2 (7.4.1.1) 1/2 DIAGONAL (7.5.1.3.1)
* AREA INCREASE DUE TO FRONTAGE DISTANCE NOT CALCULATED
7. INCIDENTAL USE AND OTHER PASSIVE FIRE PROTECTION
AREA REQUIRED RATING CODE
CORRIDOR 0 HOUR BARRIER NFPA 101 SECTION 38.3.6, AND 42.3.6
4. ACCESSORY OCCUPANCY 10% LIMITATION (IBC 508.2)
FLOOR FLOOR AREA (SF) ACCESSORY ACCESSORY AREA (SF)
PERCENTAGE OF AREA
(SUM < 10%)
LEVEL 1 14,800 S-1 912 5.7%
10. MINIMUM EXITS OR EXIT ACCESSES FROM A SPACE OR AREA
(NFPA 101)
OCCUPANCY CONDITION PERMITTING ONE EXIT
CONDITION REQUIRING TWO OR
MORE EXITS CODE SECTION
BUSINESS N/A ALL CONDITIONS 39.2.4
STORAGE LESS THAN 100' COMMON PATH 100' OR GREATER COMMON PATH 42.2.4
13. MINIMUM INTERIOR FINISH RATINGS (NFPA 101 TABLE A.10.2.2)
OCCUPANCY EXITS
EXIT ACCESS
CORRIDORS OTHER SPACES
BUSINESS CLASS B CLASS B CLASS C
STORAGE CLASS B CLASS C CLASS C
14. FIRE SUPPRESSION REQUIREMENTS (UFC 3-600-01 9-7, 9-10, 9-17)
SPRINKLERS STANDPIPE FIRE EXTINGUISHERS
NOT REQUIRED NOT REQUIRED REQUIRED, PROVIDED
17. FIRE EXTINGUISHER DISTRIBUTION (NFPA 10)
OCCUPANCY
PRIMARY CLASSIFICATION
OF FIRE AND HAZARD
MINIMUM
RATING
MAXIMUM FLOOR AREA
PER A (SQFT)
MAX TRAVEL
DISTANCE (FT)
ALL CLASS A:B:C - ORDINARY 2-A 1,500 75
16. FIRE ALARM REQUIREMENTS (UFC 3-600-01 9-18)
MANUAL INITIATION AUTOMATIC INITIATION OCCUPANT NOTIFICATION
REQUIRED, PROVIDED REQUIRED, PROVIDED NOT REQUIRED, PROVIDED
18. SMOKE MANAGEMENT SYSTEMS (UFC 3-600-01 7-5, 9-20)
SMOKE CONTROL SYSTEM SMOKE AND HEAT VENTS PASSIVE SMOKE MANAGEMENT
NOT REQUIRED NOT REQUIRED NOT REQUIRED
12. MINIMUM EGRESS WIDTHS
COMPONENT REQUIREMENT WIDTH (IN) NFPA 101
DOORS IN EGRESS ACCESS PER COMPONENT 32 SECTION 7.2.1.2.3.2
OTHER EGRESS COMPONENTS PER PERSON 0.2 TABLE 7.3.3.1
15. MINIMUM REQUIRED FIRE FLOW
(UFC 3-600-01 SECTION 9-2.1, NFPA 1 TABLE 18.4.5.2.1)
FIRE FLOW AREA (SF) TYPE OF CONSTRUCTION MINIMUM FIRE FLOW (GPM) FLOW DURATION (HR)
14,800 II (000) 2,500 2
* HAZARDOUS MATERIAL QUANTITIES ARE BELOW THE MAQ FOR A CONTROL AREA.
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CP
CP
CP
CP
REQUIRED WIDTH
EXIT CAPACITY
OCCUPANTS SERVED
COMMON PATH
OF TRAVEL
TRAVEL
DISTANCE
EGRESS
PATH
COMMON PATH
TERMINATION
POINT
EXIT DOOR
PROVIDED WIDTH
32"
36"
EGRESS PATH
STORAGE/ACCESSORY
EQUIPMENT
BUSINESS AREAS
1 PERSON / 500 SQFT GROSS
1 PERSON / 150 SQFT GROSS
50'CP:25'
1. REFER TO ARCHITECTURAL LEGEND FOR ADDITIONAL
INFORMATION REGARDING SYMBOLS AND ABBREVIATIONS.
2. REFER TO GI001 FOR LIFE SAFETY NARRATIVE AND
BUILDING CODE ANALYSIS.
3. AREA PLAN WEST OF NEW/EXISTING MATCHLINE NOT IN
SCOPE OF WORK. AREA WAS EVALUATED FOR EGRESS
CAPACITY AND OCCUPANT LOADING ONLY. IT IS ASSUMED
EXISTING PORTION OF THE BUILDING WAS CONSTRUCTED IN
COMPLIANCE WITH APPLICABLE CODES AND STANDARDS AT
TIME OF CONSTRUCTION.
4. REFER TO THE FIRE ALARM PLANS FOR LOCATION OF FIRE
PROTECTION DEVICES.
A:B:C: TYPE DRY CHEMICAL
4A-20B:C
FE: FIRE EXTINGUISHER
SM: SURFACE MOUNT CABINET
FE:SR
EXTINGUISHER
EXTINGUISHER
CONCENTRATED
BUSINESS USE
WAITING AREAS
1 PERSON / 50 SQFT GROSS
1 PERSON / 15 SQFT GROSS
DOOR EGRESS TAG
1 HR FIRE BARRIER
FIRE AND SMOKE RESISTIVE CONSTRUCTION
PORTABLE FIRE EXTINGUISHERS
1 2 3 4 5 6 7 8 9
D
C
B
CORRIDOR
CORRIDOR
BIO LAB
CORRIDOR
CORRIDOR
CORRIDOR
STORAGE
MECHANICAL
TRAINING
ELECTRIC
TELECOM
PROVIDER
PROVIDER
DENTAL
ADMIN/RECORDS
DENTAL X-RAY
DENTAL EXAM
121A
DENTAL EXAM
121B
OFFICE EXAM
OFFICE EXAM
OFFICE EXAM
OFFICE EXAM
OFFICE EXAM
MENTAL HEALTH
115A
PROVIDER/EXAM
ROOM
115B
PROVIDER/EXAM
ROOM
114A
EMERGENCY/
IMMUNIZATION
114B
AUDIO
VESTIBULE
MEDICAL SUPPLY
OFFICE
MEDICAL SUPPLY
TOILET
CHIEF NURSE
BIO EXAM/
OFFICE
MED LAB
BLOOD DRAW
JNTR
STORAGE/LACTATION
ROOM
MEN'S
RESTROOM
WOMEN'S
RESTROOM
BIO EQUIPMENT
REPAIR
VENDING
BIO OFFICE
LOBBY
PHARMACY
NURSE STATION
VITAL SIGNS
RADIOLOGY
EYE EXAM
CORRIDOR
X-RAY
PROCESS ROOM
DARK ROOM
X-RAY CHANGE
AUDIO
FORMS/
PROCESSING
VESTIBULE
101 ADMINISTRATION/
RECORDS
ADMIN OFFICER
MED ADMIN
SUPERVISOR
TRAINING OFFICE
CHIEF NURSE'S
OFFICE
PUBLIC HEALTH
OFFICE
STORAGE/OFFICE
DEPLOYMENT
HEALTH OFFICE
CORRIDOR
WAIT
PROVIDER/EXAM
ROOM
PROVIDER/EXAM
ROOM
MECHANICAL
ELECTRICAL
JNTR
W TLT
M TLT
HALL
STORAGE
ISSUE &
RECEIVING
OFFICE
WAITING ROOM
C P
:2
32"
36"
32"
36"
64"
72"
64"
72"
64"
72"
94'CP:23'
86'CP:24'
E X
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GENERAL SHEET NOTES
LEGEND
US Army Corps of Engineers ®
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SCALE: 1/8" = 1'-0"A1
LIFE SAFETY FLOOR PLAN
0 4' 8' 16' 17-Jun-202516
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NTS
A1 VICINITY MAP
NTS A9 PROJECT LOCATION MAP
SCALE 1" = 500'
N
N N
JacksonvilleTallahassee
Miami
Orlando
St Petersburg
Tampa
Fort Lauderdale
Clearwater
Hialeah
Hollywood
Coral Springs
Cape Coral
Daytona Beach
Bradenton
Delray Beach
Fort Myers
Fort Pierce
Gainesville
Homestead
Key West
Kissimmee
Lakeland
Miami Beach
Ocala
Ormond Beach
Palm Bay
Panama City
Pensacola
Pompano Beach
Sanford
Sarasota
Titusville
West Palm Beach
Winter Haven
Deltona
Melbourne
Spring Hill
Largo
Kendall
Merritt Island
Port Charlotte
Port St Lucie
Jupiter
Bonita Springs
Palm Coast
Apalachicola
Arcadia
Avon Park
Bartow
Belle Glade
Boca Raton
Brooksville
Crestview
Dade City
De Funiak Springs
De Land
Eustis
Fernandina Beach
Fort Walton Beach
Jacksonville Beach
Lake City
Lake Wales
Leesburg
Live Oak
Madison
Marianna
Naples
New Smyrna Beach
Okeechobee
Pahokee
Palatka
Perry
Punta Gorda
St Augustine
Sebring
Starke
Valparaiso
Vero Beach
Port St Joe
Moore Haven
Everglades City
Marathon
Islamorada
Key Largo
Atlantic O cean
Florida Bay
Tam pa
B ay
Lake Okeechobee
The Everglades
Big Cypress Swamp
Bi sc ay ne
B ay
Apalachee Bay
W accasassa Bay
Stra its of Flor ida
River
St Johns
Su w an ne e
Ap al ac hi co la
Ri ve r
River
EGLIN AFB MEDICAL FACILITY
EGLIN AFB
MEDICAL FACILITY
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1000'
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CONTRACTOR
LAYDOWN AREA
SEE NOTE 2
SEE NOTE 3
TALON WAY
E 1329941.50 N 603543.79
E 1330043.53 N 603507.90
E 1329907.51 N 603494.32
E 1329938.03 N 603423.48
E 1330015.61 N 603425.58
E 1330017.23 N 603346.73
E 1330043.80 N 603665.34
E 1330041.60 N 603604.06
E 1330056.92 N 603603.51
E 1330055.70 N 603569.53
E 1330059.31 N 603557.52
EXISTING
BUILDING
#3120
(BRICK/BLOCK)
E 1330099.72 N 603681.55
E 1330122.75 N 603681.06
E 1330117.84 N 603540.93
E 1330151.93 N 603500.29
E 1330168.13 N 603477.52
E 1330165.77 N 603351.40
E 1330057.48 N 603507.47 E 1330058.74 N 603541.00 E 1330089.33
N 603541.91
E 1329971.06 N 603553.98
E 1329998.55 N 603523.87
E 1330085.35 N 603344.71
E 1330140.70 N 603347.01
E 1330216.90 N 603338.56
E 1330367.97 N 603338.56
E 1330216.90 N 603244.12
E 1330367.97 N 603244.12
E 1330044.10 N 603558.25
E 1330043.90 N 603521.95
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U .S
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A1 ACCESS & LAYDOWN PLAN
SCALE 1" = 40'
1. SEE SHEET C002 AND C003 FOR GENERAL NOTES.
2. MAINTAIN UNOBSTRUCTED ACCESS AT ALL TIMES THROUGH
EXISTING WATER TOWER SERVICE DRIVE.
3. THE SECURITY FENCE AROUND THE WATER TOWER SHALL
NOT BE TAMPERED WITH, DAMAGED, OR DESTROYED
BEFORE, DURING, AND AFTER CONSTRUCTION.
4. SEE A9, SHEET GC001, FOR LOCATION OF DUKE FIELD AFS
GATE AND OPERATION HOURS.
GENERAL SHEET NOTES
SCALE IN FEET
40'20' 80'
PLAN
NORTH
06-16-25
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MULTICORELINK:163486_GC001-C002
MULTICORELINK:163486_GC001-C002
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EXISTING
BUILDING
#3120
(BRICK/BLOCK)
D R
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EXPANSION
FFE: 206.15
STOP
242'
77'
55'
56'
7'
FIRE SEPARATION LINE
30' FROM BUILDING
PRIMARY FIRE
DEPARTMENT
ACCESS
EXISTING FIRE HYDRANT
FIRE TRUCK ROUTE
APPROXIMATE PATH OF FIRE HOSE
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A1 CODE COMPLIANCE PLAN
SCALE 1" = 20'
1. AREA INCREASE DUE TO FRONTAGE DISTANCE WAS NOT
CALCULATED FOR THIS PROJECT. REFER TO GI001 FOR LIFE
SAFETY NARRATIVE AND BUILDING CODE ANALYSIS FOR
ADDITIONAL INFORMATION.
2. BUILDING IS NOT EQUIPPED WITH A FIRE SUPPRESSION
SYSTEM. NO FIRE DEPARTMENT CONNECTION, FIRE PUMP,
OR WATER STORAGE TANK IS PROVIDED. EXISTING
BACKFLOW PREVENTION DEVICE IS LOCATED IN THE
MECHANICAL ROOM OF THE EXISTING BUILDING.
SCALE IN FEET
20'10' 40'
GENERAL SHEET NOTES
PLAN
NORTH
06-16-25
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EEEEEEEEEEEEEEEEEE
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SAN SAN SAN SAN SAN SAN SAN SAN SAN
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CP#2
W
COMM COMM COMM COMM COMM COMM COMM
COMM
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C O
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COMM COMM COMM
COMM
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COMM COMM COMM COMM
COMM
MONITORING
WELL
SAN SAN SAN SAN SAN
SAN
SAN
SAN
S S
SANITARY MANHOLE
RIM ELEV.: 205.05'
F.L. ELEV.: 199.83'
SANITARY MANHOLE
RIM ELEV.: 202.35'
F.L. ELEV.: 199.60'
APPROXIMATE DEPTH 2'
PER GPR DATA
B-5
ELEV.: 207.41'
B-4
ELEV.: 205.14'
B-3
ELEV.: 207.34'
B-1
ELEV.:
204.90'
B-2
ELEV.:
205.82'
FFE.: 206.15'
EXISTING
BUILDING
#3120
(BRICK/BLOCK)
DUMPSTER ENCLOSURE
(BRICK/BLOCK)
EXISTING
BUILDING
#3122
(BRICK/STUCCO)
FFE.: 204.24'
GRAVEL
DRIVE
FIRE PROTECTION
VALVE
18" CMP
O.E.: 200.04'
18" CMP
I.E.: 200.51'
OVERHANG
OVERHANG
D R
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ASPHALT
ASPHALT
BRICK
VAULT
7' CHAINLINK
FENCE
SIGN
"BLDG 3120"
1 12" GAS LINE
2" WATER
LINE
8" SEWER LINE
SANITARY MANHOLE
RIM ELEV.: 203.85'
F.L. ELEV.: 201.32'
SANITARY PUMP STATION
RIM ELEV.: 204.01'
F.L. ELEV.: 195.80'
COLUMN
COLUMN
COLUMN
CP#15
BREEZEWAY
B
B
WATER
TOWER
A/C A/C A/C
A/C
CONCRETE
FLUME
COLUMNCOLUMN
COLUMN
C H
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GENERATOR
PAD
DS
DSDS
DS
DS
DS DS
CP#1
720620520420320
205 206
6 20
HA1-DRI
VF100
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A1 EXISTING CONDITIONS PLAN
SCALE 1" = 40'
1. SEE SHEET C001 FOR CIVIL LEGEND AND ABBREVIATIONS.
2. SEE SHEET C002 FOR EXISTING CONDITIONS AND SURVEY
NOTES.
3. EXISTING CONDITIONS SHOWN ARE FROM SURVEY THAT
WAS PERFORMED BY ATHENA ENGINEERING AND
ENVIRONMENTAL, LLC IN OCTOBER 2023.
GENERAL SHEET NOTES
PLAN
NORTH
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POINT NORTHING EASTING ELEV. DESCRIPTION
1 603534.997 603938.956 207.27 CP/IPC
2 603285.707 1330194.515 211.12 CP/IPCS
15 603938.956 1329952.277 201.43 CP/NAIL
SCALE IN FEET
40'20' 80' 06-16-25
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2Q R
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7_ C er tF in al
_P la ns -0
MULTICORELINK:163486_GC001-C001
MULTICORELINK:163486_GC001-C001
MULTICORELINK:163486_GC001-C001
GENERAL SHEET NOTES
B100
BO
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1. SEE SHEET C001 FOR CIVIL LEGEND AND ABBREVIATIONS.
2. SEE SHEET C002 FOR EXISTING CONDITIONS AND SURVEY
NOTES.
3. SEE SHEET VF100 FOR BORING LOCATIONS.
4. BORING LOGS SHOWN WERE PERFORMED BY ATHENA
ENGINEERING AND ENVIRONMENTAL, LLC IN OCTOBER 2023.
5. HYDRAULIC CONDUCTIVITY TESTING WAS PERFORMED BY
SOUTHERN EARTH SCIENCES IN FEBRUARY 2024.
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U .S
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C O
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MULTICORELINK:163486_GC001-C001
MULTICORELINK:163486_GC001-C001
MULTICORELINK:163486_GC001-C001
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EXISTING CONDITIONS LEGEND
SANITARY SEWER
UNDERGROUND ELECTRIC
NATURAL GAS LINE
SS
E
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EXISTING DESCRIPTION
COMMUNICATION LINECOMM
ST STORM WATER SEWER
CONCRETE SIDEWALK
(IN PLAN VIEW)
CO CLEANOUT
NEWNEW DESCRIPTION DESCRIPTION
TRAFFIC SIGN
LIMITS OF CONSTRUCTIONLOC
HEADWALL
ABC AGGREGATE BASE COURSE
AC ADVISORY CIRCULAR
ASPHALT CONCRETE
ASTM AMERICAN SOCIETY FOR TESTING AND
MATERIALS
ATFP ANTI-TERRORISM FORCE PROTECTION
BLDG BUILDING
BM BENCHMARK
BO BOLLARD
C-C CENTER TO CENTER
CAB CRUSHED AGGREGATE BASE
CDC CHILD DEVELOPMENT CENTER
CFS CUBIC FEET PER SECOND
C/L CENTERLINE
CLR CLEARANCE
COE CORPS OF ENGINEERS
CONC CONCRETE
CO CLEAN OUT
COR CONTRACTING OFFICER'S REPRESENTATIVE
CP/IPCS CONTROL POINT
DB DUCT BANK
DS DOWNSTREAM
DIAM DIAMETER
DIP DUCTILE IRON PIPE
E EASTING
EH ELECTRIC HANDHOLE
ELEV ELEVATION
EM ELECTRIC MANHOLE
EOP EDGE OF PAVEMENT
EVCE END VERTICAL CURVE ELEVATION
EVCS END VERTICAL CURVE STATION
EW END WALL
FAA FEDERAL AVIATION ADMINISTRATION
FDC FIRE DEPARTMENT CONNECTION
FES FLARED END SECTION
FFE FINISH FLOOR ELEVATION
FH FIRE HYDRANT
FOD FOREIGN OBJECT DEBRIS/DAMAGE
FT FOOT
GALV GALVANIZED
GV GATE VALVE
HDPE HIGH DENSITY POLYETHYLENE
HGL HYDRAULIC GRADE LINE
IN INCH
INV INVERT
IW INDUSTRIAL WASTE
JB JUNCTION BOX
LOS LIMITS OF SURVEY
MAX MAXIMUM
MDD MAXIMUM DRY DENSITY
MH MANHOLE
MIN MINIMUM
MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES
N NORTHING
NAVAID NAVIGATIONAL AID
NAVD NORTH AMERICAN VERTICAL DATUM
OC ON CENTER
OD OUTSIDE DIAMETER
OPS OPERATIONS
OSHA OCCUPATIONAL SAFETY &
HEALTH ADMINISTRATION
PCC PORTLAND CEMENT CONCRETE
PIV POST INDICATOR VALVE
PKS POINT KNOWN
POI POINT OF INTEREST
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
PVI POINT OF VERTICAL INTERSECTION
R RADIUS
RCP REINFORCED CONCRETE PIPE
REINF REINFORCED
REQ'D REQUIRED
SDDCTEA SURFACE DEPLOYMENT AND DISTRIBUTION
COMMAND'S TRANSPORTATION
ENGINEERING
SPEC SPECIFICATION
SS SANITARY SEWER
ST STORM SEWER
SWPPP STORM WATER POLLUTION PREVENTION
PLAN
TD TRENCH DRAIN
TOW TOP OF WALL
TYP TYPICAL
UFC UNIFIED FACILITIES CRITERIA
US UPSTREAM
USACE UNITED STATES ARMY CORPS OF
ENGINEERS
VBIED VEHICLE BORNE IMPROVISED EXPLOSIVE
DEVICE
VC VERTICAL CURVATURE
WV WATER VALVE
WWF WELDED WIRE FABRIC
STRUCTURAL
LAYOUT POINT
STRUCTURAL
LAYOUT POINT
L/2 L
W/2 W
STRUCTURAL
LAYOUT POINT
STRUCTURAL
LAYOUT POINT
L/2 L
W/2 W
ABBREVIATIONS DESCRIPTION
DISCIPLINE DESIGNATOR
DRAWING NUMBER
WHERE SECTION IS
DETAILED
DISCIPLINE DESIGNATOR
DRAWING NUMBER WHERE
DETAIL IS DRAWN
XX
XXXX
XX
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LETTER-NUMBER
SHEET GRID IDENTIFIER
XX
XXXX
LETTER-NUMBER
SHEET GRID IDENTIFIER
SECTION AND DETAIL IDENTIFICATION
SECTION IDENTIFICATION
STRUCTURAL LAYOUT POINT
NEW WORK LEGEND ABBREVIATIONS MISCELLANEOUS DETAILS
OUTLET CONTROL
STRUCTURE
STANDOFFS/O S/O S/O
ASPHALT PAVEMENT (IN PLAN
VIEW)
DROP BOX INLET
PROPOSED CONTOUR
UNDERGROUND ELECTRICAL LINEE
PROPOSED BUILDING
CONTRACTOR HAUL ROUTE
STORM SEWER PIPE GREATER
THAN 12" DIAMETER
WATER MAINW
FENCE
FIRE HYDRANT
ELECTRIC BOX
SANITARY SEWER MANHOLE
EXISTING CONTOUR
FIRE HYDRANT
ELECTRIC MANHOLE
WATER VALVE
SANITARY SEWER MANHOLE
WATER METER
GAS METER
ELECTRIC METER
BUILDING
BORE HOLE LOCATION
CONTROL POINT
E
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CONCRETE SIDEWALK
GRAVEL
WATER METER
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TELECOM MANHOLET
TRANSFORMER
AIR CONDITIONERA/C
DOWNSPOUTDS
CLEANOUT
SIGN
LIGHT POLE
C/L
C/L
C/L
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GENERAL NOTES:
1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN US SURVEY
FEET UNLESS INDICATED.
2. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.
3. CALLOUTS, COORDINATES, ELEVATIONS, AND DIMENSIONS ARE
POINTED TO OR MEASURED TO STRUCTURE CENTER, EDGE OF
PAVEMENT, OR OUTSIDE FACE OF FOUNDATION WALL, UNLESS
INDICATED OTHERWISE.
4. COORDINATES SHOWN LOCATING SITE FEATURES ARE EXPRESSED
IN MODIFIED GROUND COORDINATES. SEE SURVEY NOTES THIS
SHEET NOTE 3 FOR HORIZONTAL CONTROL INFORMATION. SEE
SURVEY NOTES THIS SHEET NOTE 4 FOR VERTICAL CONTROL.
5. CONTACT "SUNSHINE 811 CALL BEFORE YOU DIG" SERVICE IN
ORDER TO LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATION OR
CONSTRUCTION. OBTAIN A WORK CLEARANCE REQUEST IN
ACCORDANCE WITH THE 96TH CIVIL ENGINEERING GROUP PRIOR TO
ANY EXCAVATIONS.
EXISTING CONDITION NOTES:
1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS
INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS AND
FIELD SURVEYS AND ARE LOCATED BY FIELD OBSERVATION, MAPS
FROM BASE PERSONNEL, AND OTHER DATA SUPPLIED BY BASE
PERSONNEL. UNDERGROUND STRUCTURES AND UTILITIES MAY BE
PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED. EXACT
UTILITY LOCATIONS WERE NOT VERIFIED BY ANY MEANS OTHER
THAN STATED ABOVE.
2. FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY
FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. REPORT
ANY DISCREPANCIES IN THE DRAWINGS TO THE COR BEFORE ANY
FURTHER WORK COMMENCES.
3. FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, AND SURVEY
INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING
DEMOLITION AND CONSTRUCTION. VERIFY EXISTENCE AND MARK
LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS
TO UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK.
CONTACT THE COR AND ALL ASSOCIATED UTILITY COMPANIES AND
AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO
GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE
LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING
UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF
THOSE TO BE ENCOUNTERED DURING CONSTRUCTION.
4. PRIOR TO CONSTRUCTION, NOTIFY THE COR OF OPERATIONAL
PLANS. IN THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE
INTERFERENCE OR CONFLICT IS ENCOUNTERED DURING
CONSTRUCTION, IMMEDIATELY NOTIFY THE COR. ANY UTILITY
SERVICES OR STRUCTURES DISTURBED BY THE CONTRACTOR'S
OPERATIONS MUST BE RESTORED IMMEDIATELY AT CONTRACTOR'S
EXPENSE TO THE SATISFACTION OF THE COR.
5. PROTECT ITEMS NOT TO BE DAMAGED DURING DEMOLITION AND
CONSTRUCTION. REPAIR OR REPLACE DAMAGED OR DISTURBED
ITEMS AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE
COR.
SURVEY NOTES:
1. THE SURVEY WAS PERFORMED BY ATHENA ENGINEERING AND
ENVIRONMENTAL, LLC IN OCTOBER, 2023.
2. RETAIN A LICENSED SURVEYOR TO SURVEY PROJECT
IMPROVEMENTS. IF BENCHMARKS SHOWN ARE IN AREAS THAT
REQUIRE DEMOLITION, ESTABLISH OTHER BENCHMARKS BEFORE
DEMOLITION AND CONSTRUCTION WORK BEGINS. CONTRACTOR
MUST SUPPLY CERTIFIED, CONTROL POINT DATA TO THE COR
AFTER COMPLETION OF CONSTRUCTION.
3. HORIZONTAL DATUM SHOWN IS BASED ON THE NORTH AMERICAN
DATUM OF 1983 (NAD 83 FLORIDA STATE PLANES, NORTH ZONE, US
FOOT).
4. VERTICAL DATUM SHOWN IS NORTH AMERICAN VERTICAL DATUM OF
NAVD 88 (GEOID 88).
GENERAL DEMOLITION NOTES:
1. DISPOSE OF ALL DEMOLITION, WASTE, DEBRIS, AND
UNSATISFACTORY MATERIALS OFF BASE IN ACCORDANCE WITH ALL
FEDERAL, STATE AND LOCAL REGULATIONS.
2. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF
THE FOLLOWING MATERIALS: AGGREGATE, CONCRETE, ASPHALT,
MASONRY, FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND
MISCELLANEOUS STRUCTURES. LARGE PIECES OF MATERIAL MAY
NEED TO BE CRUSHED AND/OR BROKEN UP FURTHER IN ORDER TO
BE HAULED AWAY TO THE WASTE DISPOSAL SITE OFF BASE.
3. COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL WITH
PROPOSED PAVEMENT LAYOUT AND JOINTING PLAN. PAVEMENT
DESIGNATED FOR SAWCUT MUST BE SAWCUT FULL DEPTH.
SAWCUT EXISTING PAVEMENT EDGES IN LOCATIONS SHOWN TO
PROVIDE CLEAN EDGE FOR CONSTRUCTION OF PROPOSED
PAVEMENT.
4. REMOVE PAVEMENT TO THE NEAREST EXISTING PAVEMENT JOINT
TO THE GREATEST EXTENT POSSIBLE TO PREVENT PARTIAL PANEL
REMOVAL.
5. PAVEMENT REMOVAL MUST BE FULL DEPTH INCLUDING REMOVAL
OF PAVEMENT AND ANY SUBBASE MATERIAL PRESENT.
6. EXISTING PAVEMENT SECTION IS APPROXIMATE AND BASED ON
AVAILABLE CONSTRUCTION RECORD DRAWINGS.
7. COORDINATE WITH THE COR PRIOR TO REMOVAL OF EXISTING
UTILITIES IN SERVICE. CONSTRUCT RELOCATED UTILITIES BEFORE
REMOVAL OF EXISTING UTILITIES TO ENSURE UNINTERRUPTED
SERVICE TO THE FACILITIES SERVED BY THE UTILITY. COORDINATE
ALL RELOCATIONS WITH THE COR.
8. CAP UTILITIES IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS FOR SPECIFIC PIPE MATERIAL IN SERVICE. ALL
UTILITY CAPPING MUST BE INSPECTED AND APPROVED BY THE COR.
9. DUE TO THE PRESENCE OF ENDANGERED SPECIES, TREE REMOVAL
IS RESTRICTED TO NOVEMBER 15 THROUGH MARCH 31. TREE
REMOVAL MUST BE COORDINATED WITH TIM LANGLEY FROM THE
EGLIN AFB 96TH CIVIL ENGINEERING GROUP ENVIRONMENTAL
DIVISION: TIMOTHY.LANGLEY@US.AF.MIL; 850-699-9149.
GENERAL SITE NOTES:
1. BUILDING COORDINATES ARE INDICATED TO OR MEASURED AT THE
OUTSIDE FACE OF THE BUILDING.
2. COORDINATE BUILDING ENTRANCES, EGRESSES, WALKWAYS, AND
DOORWAY LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL
SHEETS. STOOPS AND SIDEWALKS ARE CENTERED ON DOORS.
3. SEE MECHANICAL AND ELECTRICAL SHEETS FOR MISCELLANEOUS
SITE EQUIPMENT DETAILS. SEE STRUCTURAL SHEETS FOR
EQUIPMENT PAD DETAILS.
4. FINISHED FLOOR ELEVATION FOR EGLIN MEDICAL FACILITY
ADDITION IS 206.15' (NAVD88) CORRESPONDS TO ELEVATION 100.00'
ON STRUCTURAL DRAWINGS. COORDINATE FOUNDATION AND SLAB
ELEVATIONS WITH STRUCTURAL SET.
GENERAL UTILITY NOTES:
1. COORDINATE ALL BUILDING CONNECTIONS WITH BUILDING
CONTRACTOR AND THE INFORMATION PROVIDED ON MECHANICAL
AND ELECTRICAL SHEETS.
2. LOCATE BASE OWNED UTILITIES IN ADDITION TO THE UTILITIES
LOCATED THROUGH THE 811 LOCATER PROGRAM. LOCATE
UTILITIES IN ACCORDANCE WITH THE PRACTICES AND PROCEDURES
OUTLINED IN ASCE 38-02, SUE LEVEL A.
3. PROVIDE A MINIMUM NOTICE OF 30 DAYS FOR ALL REQUIRED
UTILITY SHUTDOWNS FOR UTILITY CONNECTIONS WITH THE COR.
4. SEE DETAIL L2 SHEET CU501 FOR TYPICAL IMPERVIOUS PIPE
TRENCH SECTION. UTILITY TRENCHES THAT PENETRATE BENEATH
THE BUILDING AT EXTERIOR TO INTERIOR FACES MUST BE SEALED
TO RESTRICT WATER INTRUSION. AN IMPERVIOUS CLAY TRENCH
PLUG MUST EXTEND A MINIMUM 5 FEET BEYOND THE BUILDING
FOOTPRINT.
5. ANY CHANGES TO PROPOSED UTILITY DESIGN MUST BE
APPROVED BY THE COR IN WRITING.
UTILITY STRUCTURE NOTES:
6. ALL LANDSIDE UTILITY STRUCTURES MUST BE H-20 RATED:
a. SUBMIT STRUCTURAL DRAWINGS, DESIGN CALCULATIONS, AND
WATERPROOFING METHOD, DESIGNED BY A PROFESSIONAL
ENGINEER REGISTERED IN THE STATE OF FLORIDA.
7. IF A MANHOLE IS LOCATED IN PAVEMENT AREAS, CONSTRUCT RIM
ELEVATION FLUSH WITH FINAL GRADE. IN NON-PAVED AREAS RIM
ELEVATION TO FINISHED GRADE PLUS 0.25'.
8. PROVIDE COVERS AND CASTINGS OF MANHOLES AND STRUCTURES
PER THE APPROPRIATE UTILITY TYPE OR PER THE LOCAL
STANDARDS, AND STAMPED PER THE ORIGIN OF MANUFACTURE.
9. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING
ALL UTILITY CONNECTION FEES AND OBTAINING ALL PERMITS
REQUIRED FOR THE UTILITY CONSTRUCTION AND CONNECTIONS.
THIS INCLUDES ALL FEES ASSOCIATED WITH CONNECTION
CHARGES AND METERS.
10. JOINT RESTRAINTS ARE REQUIRED AT ALL TEES, BENDS, OR
ELBOWS OF PRESSURIZED PIPING IN ACCORDANCE WITH THE
DRAWINGS AND SPECIFICATIONS.
GENERAL GRADING NOTES:
1. NEW ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE,
PAVEMENT, OR STRUCTURE UNLESS INDICATED OTHERWISE.
2. ELEVATION DENOTED AS “MATCH” ARE INTENDED TO MEET
EXISTING GRADE ELEVATIONS. VERIFY ELEVATIONS AT TIE-INS AND
MATCH POINTS PRIOR TO BEGINNING CONSTRUCTION.
3. CONSTRUCT EXTERIOR FINISH GRADES AT BUILDING ENTRANCES
AND DOORWAY THRESHOLDS A MAXIMUM OF 0.25 INCHES BELOW
BUILDING FINISH FLOOR IF A VERTICAL THRESHOLD IS PROVIDED,
AND A MAXIMUM OF 0.5 INCHES BELOW BUILDING FINISH FLOOR IF A
BEVELED THRESHOLD IS PROVIDED, UNLESS INDICATED
OTHERWISE. PROVIDE 0.5 FEET DROP ELSEWHERE UNLESS
INDICATED OTHERWISE.
4. MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES DURING
CONSTRUCTION. RESTORE ANY DRAINAGE FEATURE OR
STRUCTURE DISTURBED DURING CONSTRUCTION TO EXISTING
CONDITIONS OR BETTER SUBJECT TO THE APPROVAL OF THE COR
AT CONTRACTOR'S EXPENSE.
5. GRADE SURFACES AROUND FACILITY TO PROVIDE POSITIVE
DRAINAGE AWAY FROM BUILDINGS AND PAVEMENTS.
6. REMOVE STANDING WATER FROM THE THE PROJECT WORK LIMITS
AS NECESSARY TO PROTECT SUBGRADE, SUBBASE, AND/OR BASE
COURSE OF NEW PAVEMENT, SURROUNDING
PAVEMENT-TO-REMAIN, OR OTHER COMPLETED WORKS.
7. ADJUST TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN
TO FINISH GRADE ELEVATION.
8. REVEGETATE ALL AREAS DISTURBED BY CONSTRUCTION IN
ACCORDANCE WITH THE SPECIFICATIONS.
9. CREATE INSPECTION REPORTS AFTER INSPECTION OF EROSION
CONTROL DEVICES AND SUBMIT TO THE COR.
STORMWATER POLLUTION PREVENTION NOTES:
1. A SWPPP HAS BEEN PREPARED FOR THIS PROJECT AND WILL BE
MADE AVAILABLE TO THE CONTRACTOR. MAINTAIN A COPY OF THE
SWPPP ON SITE AT ALL TIMES. CONTRACTOR IS RESPONSIBLE FOR
ANY UPDATES TO THE SWPPP THROUGHOUT THE SWPPP
THROUGHOUT CONSTRUCTION. COR MUST APPROVE ALL UPDATES.
2. CONTRACTOR MUST AS-BUILT PERMANENT PONDS AND SUBMIT TO
COR FOR APPROVAL PRIOR TO STABILIZATION. AS-BUILTS REQUIRE
TOPOGRAPHIC SURVEY AND SURVEY OF ALL INLET AND OUTLET
STRUCTURES. STRUCTURE MUST INCLUDE RIM ELEVATIONS, INLET
PIPE INVERTS, OUTLET PIPE INVERTS, PIPE SIZES, ORIFICE AND
WEIR SIZES, ORIFICE AND WEIR ELEVATIONS.
AMERICAN STATES UTILITY SERVICES, INC.
SPECIFICATIONS:
ALL NEW WORK OR MODIFICATIONS RELATED TO EXTERIOR WATER AND
SEWER UTILITIES IS TO COMPLY WITH THE FOLLOWING SPECIFICATIONS:
· 33 10 00 WATER PIPING, STRUCTURES AND APPURTENANCES
· 33 30 00 SANITARY SEWER PIPE, STRUCTURES AND
APPURTENANCES
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COORDINATION AND COMMUNICATION NOTES:
1. CONTRACTOR MUST APPOINT A PRIMARY CONSTRUCTION
SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE COR, WHO
MUST BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES
DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE
WORK IS IN PROGRESS. THE PRIMARY CONSTRUCTION
SUPERINTENDENT MUST BE DESIGNATED THE RESPONSIBLE
CONTRACTOR'S REPRESENTATIVE WHO MUST BE AVAILABLE ON A
24-HOUR BASIS. WHEN THE CONTRACTOR'S PRIMARY
CONSTRUCTION REPRESENTATIVE IS NOT AVAILABLE ON THE
CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE MUST BE
PROVIDED. CONTRACTOR MUST PROVIDE NAMES AND CONTACT
INFORMATION OF REPRESENTATIVES TO THE COR PRIOR TO THE
START OF CONSTRUCTION ACTIVITIES.
2. CONTRACTOR MUST BE RESPONSIBLE FOR MAINTAINING CONSTANT
COORDINATION BETWEEN ANY SUBCONTRACTORS AND THE COR.
ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR
MUST BE REVIEWED AND APPROVED BY THE COR.
TRAFFIC CONTROL NOTES:
1. HAUL ROUTES MUST REMAIN OPEN AT ALL TIMES. ANY REQUIRED
ROADWAY CLOSURES MUST BE COORDINATED WITH THE COR.
PROVIDE DETOUR SIGNAGE AS REQUIRED IN ACCORDANCE WITH
MUTCD STANDARDS.
2. PRIOR TO CONSTRUCTION, CONTRACTOR MUST CORDON OFF THE
CONSTRUCTION WORK AREA AND ASSOCIATED ROADWAYS BY
USING BARRICADES AND FENCING APPROVED BY THE COR.
TEMPORARY CONSTRUCTION FENCING WITH BROWN PRIVACY
SCREENING MUST BE INSTALLED AROUND THE LAYDOWN AREAS
AND ROADWAYS ACCESSING LAYDOWN AREAS AS SHOWN ON THE
PHASING PLANS.
3. CONSTRUCTION EQUIPMENT MUST HAVE AUTOMATIC SIGNALING
DEVICES TO SOUND AN ALARM WHEN MOVING IN REVERSE.
4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING
PAVEMENT-TO-REMAIN.
5. NO UNAUTHORIZED PEDESTRIAN TRAFFIC MUST BE ALLOWED
INSIDE THE CONSTRUCTION LIMITS. AUTHORIZED PEDESTRIAN
TRAFFIC INCLUDE ESSENTIAL PERSONNEL AND OTHER PERSONNEL
AUTHORIZED BY COR.
6. CONTRACTOR MUST PROVIDE A MINIMUM NOTICE OF 1 MONTH TO
BASE AND THE COR FOR ROAD CLOSURE PRIOR TO THE ROAD
REQUIRING CLOSURE.
7. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL
DEVICES, THE CONTRACTOR MUST REQUEST THE COR TO
SCHEDULE AN INSPECTION. NO ROADWAY MAY BE RE-OPENED
UNTIL THE COR HAS COMPLETED INSPECTION AND APPROVED THE
RE-OPENING.
EXCAVATION AND TRENCHES NOTES:
1. EXCAVATION PERMIT: THE CONTRACTOR MUST BE RESPONSIBLE
FOR OBTAINING AND PROCESSING AN EXCAVATION PERMIT.
CONTACT TIM LANGLEY FROM THE EGLIN AFB 96TH CIVIL
ENGINEERING GROUP ENVIRONMENTAL DIVISION:
TIMOTHY.LANGLEY@US.AF.MIL; 850-699-9149.
2. CONTRACTOR MUST BE RESPONSIBLE FOR ENSURING THAT ALL
EXCAVATION, TRENCHING, AND SHORING ARE PERFORMED IN A
MANNER THAT COMPLIES WITH THE MOST STRINGENT
INTERPRETATION OF LOCAL REGULATIONS AND OCCUPATIONAL
SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS FOR
CONSTRUCTION, AND THE COE'S EM 385-1-1 "HEALTH AND SAFETY
MANUAL".
3. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE
MUST BE PROMINENTLY MARKED.
4. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS
MAY BE REQUIRED.
5. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND
AND READY FOR PLACING THEREIN. AS SOON AS POSSIBLE AFTER
THE MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL
AND COMPACT TRENCHES AS SPECIFIED. MAXIMUM LENGTH OF
OPEN TRENCH MUST BE LIMITED TO 100 FEET IN ADVANCE AND 100
FEET BEHIND PIPE INSTALLATION, EXCEPT AS APPROVED BY
CONTRACTING OFFICER.
6. TRENCHING IS NOT ALLOWED THROUGH ACTIVE ROADS. ALL
UTILITIES MUST BE BORED UNDER ACTIVE ROADS.
7. TRENCHING IN PARKING AREAS IS ALLOWED, SO LONG AS A STEEL
PLATE IS PROVIDED OVER THE TRENCH TO ACCOMMODATE
VEHICULAR TRAFFIC.
OTHER SAFETY REQUIREMENTS:
1. CONTRACTOR MUST MAINTAIN SAFETY PRACTICES THAT CONFORM
TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
REGULATIONS, AND "USACE EM 385-1-1 SAFETY AND HEALTH
REQUIREMENTS MANUAL, 15 MARCH 2024".
2. THERE MUST BE NO PERMANENT WASTE SITES ON BASE PROPERTY.
TEMPORARY WASTE AREAS DO NOT REQUIRE APPROVAL BY THE
COR SO LONG AS WASTE IS PROPERLY STORED WITHIN THE
CONTRACTOR'S LAYDOWN AREA AND IS NOT CREATING A FOD
HAZARD. REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED
IS SUBJECT TO THE DIRECTION OF THE COR.
3. CONTRACTOR MUST COORDINATE THE RELOCATION OF ANY
GOVERNMENT-OWNED EQUIPMENT WITH THE COR.
4. STOCKPILED MATERIAL MUST BE CONSTRAINED IN A MANNER TO
PREVENT MOVEMENT RESULTING FROM WIND CONDITIONS.
5. CONTRACTOR MUST MAKE NECESSARY PROVISIONS TO LIMIT DUST
CAUSED BY CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE TO
THE BASE AIRFIELD OPERATIONS. THE CONTRACTOR MUST
CONTROL BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL
ROUTE OR WORK AREA REGARDLESS OF SOURCE.
6. GASOLINE, FUEL, AND OIL STORAGE IN CONTRACTOR LAYDOWN
AREAS AND PROJECT SITE MUST HAVE PROPER SPILL
CONTAINMENT IN ACCORDANCE WITH BASE ENVIRONMENTAL
REQUIREMENTS. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS
WASTE RESULTING FROM CONTRACTOR'S OPERATIONS OR
ACTIVITIES MUST BE PROPERLY DISPOSED OF IN ACCORDANCE
WITH THE SPECIFICATIONS AND LOCAL REGULATORY
REQUIREMENTS AND PROPERLY REMOVED FROM THE PROJECT
PROPERTY.
7. IF CONSTRUCTION REQUIRES THE DISRUPTION OR DISCONNECTION
OF ANY WATER LINES OR FIRE HYDRANTS ON PROJECT PROPERTY
OR ADJOINING PROPERTY, THE CONTRACTOR MUST PROVIDE A
MINIMUM ADVANCE NOTICE OF 30 DAYS TO THE LOCAL FIRE
AUTHORITY AND ALL OTHER EMERGENCY SERVICES.
8. FAILURE TO COMPLY WITH THE COR SAFETY REQUIREMENTS WILL
RESULT IN THE SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL
ALL SAFETY CONCERNS ARE ADDRESSED BY THE CONTRACTOR TO
THE SATISFACTION OF THE COR.
9. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY
PLAN OR BASE AIRFIELD OPERATIONS MUST IMMEDIATELY BE
REMOVED FROM THE WORK AREA AND MUST NOT BE PERMITTED
TO RETURN THROUGHOUT THE REMAINDER OF THE PROJECT.
CONTRACTOR SAFETY PLAN SUBMITTALS:
1. CONTRACTOR MUST FURNISH A CONSTRUCTION SAFETY PLAN AND
PROPOSED PROJECT SCHEDULE TO THE COR FOR APPROVAL IN
ACCORDANCE WITH THE SPECIFICATIONS.
CONTRACTOR ACCESS & LAYDOWN:
1. CONTRACTOR MUST COORDINATE ACTIVITIES AND MAINTAIN ALL
ACCESS AND HAUL ROUTES IN A MANNER THAT ALLOWS
UNOBSTRUCTED EMERGENCY ACCESS TO ALL PROJECT AREAS,
AND EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAY TO
EMERGENCY AND SECURITY VEHICLE RESPONSE TIME.
2. CONTRACTOR MUST MAINTAIN ACCESS AND HAUL ROUTES TO BE
FREE FROM DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON
A DAILY BASIS.
3. CONTRACTOR MUST RESTRICT ALL OPERATIONS TO AREAS WITHIN
THE CONSTRUCTION LIMITS UNLESS COORDINATED OTHERWISE
WITH THE COR.
4. CONTRACTOR MUST PROVIDE AND INSTALL AT EACH
CONSTRUCTION ENTRANCE A CONSTRUCTION SIGN MEETING COR
APPROVAL.
5. CONTRACTOR MUST PROVIDE A MINIMUM NOTICE OF 48 HOURS TO
THE COR REGARDING CONSTRUCTION DELIVERIES PRIOR TO
THOSE DELIVERIES. DELIVERIES MUST BE SCHEDULED
MONDAY-FRIDAY, 0600 TO 1800. CONTRACTOR MUST COORDINATE
DELIVERIES WITH BASE SECURITY FORCES BY SUBMISSION OF THE
CORRECT ENTRY PASS PAPERWORK VIA THE COR.
6. ACCESS POINTS, HAUL ROUTES (WITHIN THE IMMEDIATE VICINITY
OF THE SITE), LAYDOWN AREA, AND ANY OTHER AREAS DISTURBED
BY THE CONTRACTOR MUST BE RESTORED TO THEIR ORIGINAL
CONDITION OR BETTER TO THE SATISFACTION OF THE COR.
CONTRACTOR MUST COORDINATE WITH THE COR FOR A
PRECONSTRUCTION VIDEO DETAILING THE EXISTING CONDITION OF
ACCESS POINTS, HAUL ROUTES, AND LAYDOWN AREAS TO BE
PERFORMED.
7. WHERE INDICATED, THE TEMPORARY CONSTRUCTION FENCE
LOCATION SHALL BE MODIFIED ACCORDING TO PHASE AND ACCESS
REQUIREMENTS WITH COR APPROVAL.
B.
T
SU
I
B.
T
SU
I
M.
P
AR
ED
ES
06-16-25
W
2Q R
-5
7_ C er tF in al
_P la ns -0
W W W W W
W W W W W
G
G G
G G
G G
G G
G G
G G
G
W
FH
E E
E
E
T
E
E
E T
G
G
G
G G
G G
G G G G G G G G G G G G G G G G G
W
SS SS SS SS SS SS SS SS SS
SS
T
E
E
E E
E E
E
E E
E
E E
E
E
E
W W
W W
W W
W W
W W
W W
W W
W W
W W W W
E
E
E
E
E
E
E
E
E
E
E
W W W W W
W
W
W W
W W
W W
W W
W W
W W
W
COMM COMM COMM COMM COMM
COMM
COMM
COMM
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
APPROXIMATE DEPTH 2'
PER GPR DATA
FFE.: 206.15'
EXISTING
BUILDING
#3120
(BRICK/BLOCK)
DUMPSTER ENCLOSURE
(BRICK/BLOCK)
GRAVEL
DRIVE
OVERHANG
D R
O N
E
ST
R
EE
T
AS
PH
AL
T
ASPHALT
BRICK
VAULT
7' CHAINLINK
FENCE
SIGN
"BLDG 3120"
2" WATER
LINE
8" SEWER LINE
BREEZEWAY
B
B
WATER
TOWER
A/C
CONCRETE
FLUME
COLUMNCOLUMN
COLUMN
C H
IL
LE
R
EN
C
LO
SU
R
E
DS
DSDS
DS
DS
DS DS
7206205
20320
205 206
CD100
D
EM
O
LI
TI
O
N P
LA
N
B.
T
SU
I
B.
T
AR
lie nt s\
AN
F\ U
SC
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_E gl in
AF
BB
\D es ig n\ C iv il\
Sh ee ts \1
6_ C
D
0.
dw g 6/
/2
:2
7:
A1 DEMOLITION PLAN
SCALE 1" = 20'
1. SEE SHEET C002 FOR EXISTING CONDITIONS, SURVEY, AND
GENERAL DEMOLITION NOTES.
2. COORDINATE LIMITS OF CURB AND PAVEMENT REMOVAL
WITH THE CURB AND PAVEMENT LIMITS SHOWN ON THE
SITE PLAN.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
SHEET ID
PR
O
JE
C
T N
O
FT
FA
C
B0
P2
V.
B
R
ED
IC
KA
S
AN
SI
D
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R M
AR
TI
N L
U
TH
ER
K
IN
G
P L, S
TE
LO
U
IS
VI
LL
E, K Y
AD
D
IT
IO
N R
EP
AI
R C
O M
PO
N
EN
T
M
ED
N
IN
G
F
AC
IL
IT
Y B3
PR
O
J N
O . F
TF
A2
0C B0
P2
C
ER
TI
FI
ED
F
IN
AL
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
JU
N
E, SCALE IN FEET
20'10' 40'
LEGEND
SHEET KEYNOTES
MAINTAIN AND PROTECT WATER LINE
MAINTAIN AND PROTECT SANITARY SEWER LINE
REMOVE SEWER CLEANOUT, RISER, AND WYE, CONNECT
BOTH ENDS OF SEWER PIPE.
RELOCATE EXISTING LIGHT POLE. SEE ELECTRICAL PLANS.
BID OPTION: DEMOLISH AND REMOVE TREE AND GRUB ROOT
SYSTEM
DEMOLISH AND REMOVE SANITARY SEWER STRUCTURE.
SEE SHEET P-401.
DEMOLISH AND REMOVE CURB (SEE NOTE 2)
DEMOLISH AND REMOVE ASPHALT PAVEMENT
(1.5" ASPHALT / 6" STABILIZED AGGREGATE BASE)
GENERAL SHEET NOTES
PLAN
NORTH
DEMOLISH AND REMOVE 4" REINFORCED
CONCRETE SIDEWALK
DEMOLISH AND REMOVE CURB (SEE NOTE 2)
SAWCUT PAVEMENT (SEE NOTE 2)
DEMOLISH AND REMOVE FEATURE
ERADICATE STRIPINGBID OPTION
06-16-25
W
2Q R
-5
7_ C er tF in al
_P la ns -0
G
FH
T
E
E
E T
T
E
EXISTING
BUILDING
#3120
(BRICK/BLOCK)
D R
O N
E
ST
R
EE
T
EXPANSION
FFE: 206.15
STOP
CO
R1-1
R7-8 & R7-8A
R5-14
CS100
SI
TE
P
LA
N
B.
T
SU
I
B.
T
AR
z:
lie nt s\
AN
F\ U
SC
O
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L\
_e gl in af bb
\D es ig n\ C iv il\
Sh ee ts \1
6_ C
S1
.d w g 7/
2/
1:
:0
AM
A1 SITE PLAN
1. SEE SHEET C002 AND C003 FOR GENERAL SITE NOTES.
2. EXISTING CONDITIONS SHOWN ARE COMPILED FROM
SURVEY THAT WAS PERFORMED BY ATHENA ENGINEERING
AND ENVIRONMENTAL, LLC IN OCTOBER, 2023.
3. ALL TRAFFIC MARKINGS AND SIGNAGE MUST COMPLY WITH
MUTCD LATEST EDITION.
4. TOTAL NEW PARKING SPACES: 39
4.1. 38 STANDARD SPACES
4.2. 1 ACCESSIBLE SPACES
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
SHEET ID
PR
O
JE
C
T N
O
FT
FA
C
B0
P2
V.
B
R
ED
IC
KA
S
AN
SI
D
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R M
AR
TI
N L
U
TH
ER
K
IN
G
P L, S
TE
LO
U
IS
VI
LL
E, K Y
AD
D
IT
IO
N R
EP
AI
R C
O M
PO
N
EN
T
M
ED
N
IN
G
F
AC
IL
IT
Y B3
PR
O
J N
O . F
TF
A2
0C B0
P2
C
ER
TI
FI
ED
F
IN
AL
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
JU
N
E, LEGEND
SHEET KEYNOTES
ACCESSIBLE PARKING SPACE
STANDARD 45° PARKING STALL
ACCESSIBLE RAMP
TYPICAL TRAFFIC SIGN INSTALLATION
HEADER CURB
PAINTED STOP BAR
STANDARD 90° PARKING STALL
AC - AC TRANSITION
HEADER CURB TAPER END
PAINTED TRAFFIC ARROW (FDOT INDEX
711-001)
MECHANICAL EQUIPMENT
BUILDING
ASPHALT PAVEMENT
CONCRETE SIDEWALK
SCALE IN FEET
20'10' 40'
GENERAL SHEET NOTES
PLAN
NORTH
BID OPTION
CS502
A2
CS502
A9
CS501
K14
CS502
H12
CS501
F2
CS502
A14
CS501
A2
CS501
A8
CS502
H7
CS501
F14
SOD
CS501
F2
06-16-25
W
2Q R
-5
7_ C er tF in al
_P la ns -0
FH
T
E
E
E T
T
E
EXISTING
BUILDING
#3120
(BRICK/BLOCK)
D R
O N
E
ST
R
EE
T
EXPANSION
FFE: 206.15
STOP
CO
.5'
TYP.
.7
TY
P.
0.5' TYP.
20'
7'
' 6' 6'
TY
P.
6'
17.5'TYP.
3 4
22 23
R10'
13'
R 3'
R10'
R 3'
R2'
R3'
R2'
R10' R10' R3'
R10'
13'
13'
R8 ' R9'
R9'
R8'
R6'
2'
CS110
ST
AK
IN
G
P
LA
N
B.
T
SU
I
B.
T
AR
z:
lie nt s\
AN
F\ U
SC
O
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L\
_e gl in af bb
\D es ig n\ C iv il\
Sh ee ts \1
6_ C
S1
.d w g 6/
/2
:3
1:
A1 STAKING PLAN
1. SEE SHEET C002 AND C003 FOR GENERAL SITE NOTES.
2. SEE SHEET CS100 FOR SITE PLAN.
3. DIMENSIONS ARE IN SURVEY FEET UNLESS OTHERWISE
NOTED.
4. BUILDING COORDINATES ARE INDICATED TO OR MEASURED
OUTSIDE FACE OF BUILDING.
5. CONTRACTOR MUST COORDINATE BUILDING FOUNDATIONS,
ENTRANCES, EGRESSES, WALKWAYS, AND DOORWAY
LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL
DRAWINGS.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
SHEET ID
PR
O
JE
C
T N
O
FT
FA
C
B0
P2
V.
B
R
ED
IC
KA
S
AN
SI
D
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R M
AR
TI
N L
U
TH
ER
K
IN
G
P L, S
TE
LO
U
IS
VI
LL
E, K Y
AD
D
IT
IO
N R
EP
AI
R C
O M
PO
N
EN
T
M
ED
N
IN
G
F
AC
IL
IT
Y B3
PR
O
J N
O . F
TF
A2
0C B0
P2
C
ER
TI
FI
ED
F
IN
AL
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
JU
N
E, SCALE IN FEET
20'10' 40'
GENERAL SHEET NOTES
PLAN
NORTH
BID OPTION
BASE BID POINT TABLE
POINT #
NORTHING
603568.49
603642.73
603649.75
603648.45
603641.81
603622.56
603593.48
603590.26
603580.30
603577.37
603557.52
603556.54
603543.72
603541.00
603572.44
EASTING
1330084.34
1330087.02
1330058.27
1330092.67
1330098.36
1330097.52
1330090.65
1330090.52
1330090.25
1330090.16
1330059.31
1330089.48
1330072.59
1330058.74
1330088.13
DESC.
BLDG
BLDG
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
SIGN
BID OPTION POINT TABLE
POINT #
NORTHING
603505.86
603482.95
603403.05
603368.72
603383.00
603381.47
603364.48
603361.90
603364.25
603382.32
603483.86
603469.21
603471.12
603497.09
603463.52
603482.86
603484.65
603491.62
603498.97
603500.53
603473.37
603489.05
603412.89
603393.21
603391.76
603386.33
603376.94
603377.69
603388.03
603401.43
603387.60
603488.91
603489.59
603498.82
EASTING
1330057.48
1330032.96
1330066.98
1330029.07
1330045.10
1330048.46
1330048.39
1330124.23
1330125.05
1330144.39
1330147.84
1330132.15
1330127.95
1330138.66
1330084.22
1330066.15
1330065.48
1330065.72
1330106.12
1330076.22
1330110.75
1330096.09
1330093.50
1330111.20
1330112.24
1330112.0…
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