A Drawing Package_Part2- DRAFT.pdf
PDF 15 MB Posted
- Attached to
- DDAY 80 RFI
- Solicitation number
- W564KV-24-DDAY80RFI
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This document provides details on a federal contract opportunity and associated file. The opportunity, solicitation number W564KV-24-DDAY80RFI, is a pre-solicitation notice from the Department of the Army Materiel Command Army Contracting Command seeking information related to DDAY 80. The attached 15MB file, titled "A Drawing Package_Part2- DRAFT.pdf", contains unspecified content to support the pre-solicitation request for information. No further details are provided on products or services required, response dates, pricing terms, or other salient opportunity information.
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| 80th Normandy St - DRAFT.pdf | ||
| D-Day 80- PWS - Buses - DRAFT.pdf | ||
| D-Day 80 - PWS - Catering -DRAFT.pdf | ||
| 80th Omaha LSAMOC PWS- DRAFT.pdf | ||
| A Drawing Package_Part1- DRAFT.pdf | ||
| 80th Normandy Carentan LSA and HLZ PWS - DRAFT.pdf | ||
| Government RFIs to Industry 9.25.2023.xlsx | XLSX spreadsheet | |
| Industry Questions to Government (1).xlsx | XLSX spreadsheet |
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Text version
542ND
GENERAL SHEET NOTES
NORTH ARROW
N
CARPETED AREA
O-009
1 2 3 4 5 6 7 8 9 10
G
F
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B
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SHEET ID
O M
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O
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AR
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O F
4)
2N
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D R
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B Y:
C H
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JUGGERNAUTS
NOTICE: This drawing is subject to change and provided for general information and planning purposes only. This drawing is not a build to design document.
1. REFER TO SHEET G-001 FOR ADDITIONAL INFORMATION
AND GENERAL NOTES.
2. LAYOUT ADHERES TO STANDOFF AND SEPARATION
REQUIREMENTS PER REFERENCED CODES AND
STANDARDS. REFER TO SHEET G-001.
3. SPEAKER STANDS, LIGHT STANDS, AND VIDEO
SCREENS SHOWN ON DRAWINGS ARE FOR GRAPHICAL
REPRESENTATION ONLY. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO DETERMINE THE NUMBER AND
SIZE OF THE AUDIO/VISUAL FEATURES.
4. WITHIN SEATING AREA, CONSTRUCT PROTECTIVE
FRAME AROUND CONCRETE BENCHES AS NECESSARY.
5. ADA ACCESSIBLE RAMPS ARE TO BE PROVIDED WITH A
1:12 MAX SLOPE AND COMPLY WITH ALL OTHER
APPLICABLE CODES AND STANDARDS.
TH
D -D
AY
C
ER
EM
O N
Y N
O R
M
AN
D Y, F R
AN
C
E
SI
TE
L
AY
O
U
TS
CEREMONY SEATING SECTION3
0 m 10 m 20 m
REFER TO
1/O-009
REFER TO
1/O-009
450 SEATS
540 SEATS
400 SEATS
400 SEATS
400 SEATS
400 SEATS
300 SEATS
420 SEATS
380 SEATS
480 SEATS
480 SEATS
480 SEATS
480 SEATS
480 SEATS
600 SEATS
600 SEATS
513 SEATS
513 SEATS
CEREMONY SEATING SECTION
0 m 10 m 20 m
CEREMONY SEATING SECTION
0 m 10 m 20 m
CEREMONY SEATING SECTION
0 m 10 m 20 m
JM
D
JM
D
JU
N
E
ADA ACCESSIBLE RAMP (TYP)
REFER TO NOTE 5
SPEAKER TOWER
VID
EO
SCREEN
VID
EO
SCREEN
VIDEO SCREEN
VIDEO SCREEN
VIDEO SCREEN
ADA ACCESSIBLE RAMP
SPEAKER STAND
1 2 3 4 5 6 7 8 9 10
G
F
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D
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B
A
TH
D -D
AY
C
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O N
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SHEET ID
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O-010
542ND
JUGGERNAUTS
NOTICE: This drawing is subject to change and provided for general information and planning purposes only. This drawing is not a build to design document.
ADA RAMP, TYP.
-REF NOTE 1
SELF-SUPPORTING OVERHEAD
STAGE STRUCTURE
-REF NOTE 4
6m W x 5m H SCREEN
WALL, TYP.
TRUSS LEGS WITH FOUNDATION
(FND) PER MANUFACTURER'S
REQUIREMENTS. FND SIZE
SHOWN IS GRAPHICAL ONLY.
GENERAL SHEET NOTES
1. ALL RAMPS ARE TO BE 2 METERS WIDE MINIMUM AND
BE PROVIDED WITH 1:12 MAX SLOPE U.N.O.
2. ADA RAMPS TO MONUMENT FROM LANDING AREAS ARE
TO BE PROVIDED BY AMERICAN BATTLE MONUMENTS
COMMISSION (ABMC).
3. RAISED FLOOR STEPS ARE TO BE 203 mm (8 in) AT EACH
STEP LOCATION. RAMPS WITH 1:12 MAX SLOPE ARE TO
BE PROVIDED BOTH SIDES AS SHOWN.
4. OVERHEAD STAGE STRUCTURE SHALL BE
SELF-SUPPORTING AND AVOID INTERACTION WITH ALL
EXISTING MONUMENT INFRASTRUCTURE.
5. OVERHEAD STAGE STRUCTURE SHALL BE INSTALLED
PER MANUFACTURER'S REQUIREMENTS WITH
FOUNDATION SIZED TO MINIMIZE SOIL DISTURBANCE.
OVERHEAD STRUCTURE SHALL BE DESIGNED BY A
REGISTERED DESIGN PROFESSIONAL TO RESIST ALL
LATERAL AND VERTICAL LOADS IN ACCORDANCE WITH
ALL APPLICABLE CODES AND STANDARDS.
6. DRAWINGS DEPICT A SCHEMATIC SITE DESIGN ONLY.
FURTHER DEVELOPMENT AND DESIGN IS REQUIRED TO
ENSURE COMPLIANCE WITH ALL APPLICABLE CODES
AND STANDARDS. ELEVATIONS SPECIFIED ARE TO BE
VERIFIED IN THE FIELD (V.I.F.).
10m x 10m MED TENT
ECU
ECU
LATRINES
HANDWASH SINK
UP
UP
UP
9m x m
S
TA
G E
NORTH ARROW
CEREMONY SITE MONUMENT STAGE - ENLARGED PLAN
RAMP LANDING, FLAT
UP
UP
UP
ADA RAMP TO BE PROVIDED
BY ABMC
-REF NOTE 2
PLATFORM WITH TIERED
SEATING VIA STEPPED FLOORS
-REF NOTE 3
RAMP SLOPE DIRECTION
RAMP BY ABMC (NOT IN SCOPE)
NEW RAMP REQUIRED
ADA ACCESSIBLE SEAT
STANDARD SEAT
TIERED SEATING PLATFORM
STAGE
0 m 5 m 10 m
N
± 0.0
+635mm
UP
UP
UP
+6 m m
+8 m m
+1
1m m
+1
4m m
V.I.F.
+635mm
ELEVATION
REFERENCE
TIERED SEATING STEP, TYP.
V.I.F.
-1575mm
RAMP BOTH SIDES OF TIERED
SEATING STAGE, 1.12m WIDTH
MIN. PROVIDE HANDRAILS BOTH
SIDES AS REQUIRED.
TURF PROTECTION
AS REQUIRED, TYP.
1.2 m CLR MIN, TYP. EACH SIDE
U P
ECU
EC
U
EC
UEC
U
EC
U
EC
U
ECU
ECU
ECU
ECU
ECU
EC
U
EC
U
EC
U
EC
U
EC
U
EC
U
EC
U
ECU
ECU
ECU
ECU
ECU
542ND
1 2 3 4 5 6 7 8 9 10
G
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D -D
AY
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O N
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SHEET ID
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C-001
JUGGERNAUTS
NOTICE: This drawing is subject to change and provided for general information and planning purposes only. This drawing is not a build to design document.
N
CARENTAN RACETRACK OVERALL LAYOUT
GENERAL SHEET NOTES
NORTH ARROW
MODULAR BRIDGING SYSTEM
NEW BUILDING
MAIN ENTRY POINT2
4/C-001
0 m 60 m 120 m
0 m 32 m
2/C-001
3/C-001
0 m 32 m
0 m 16 m
OVERHEAD POWER LINES
SEE NOTE 3
ECP TENT
PARKING/CONTRACTOR
LAYDOWN AREA
EXISTING ROAD (TYP)
FENCE
LINE (TYP)
SOLID WASTE
COLLECTION POINT
1. REFER TO SHEET G-001 FOR ADDITIONAL INFORMATION
AND GENERAL NOTES.
2. LAYOUT ADHERES TO STANDOFF AND SEPARATION
REQUIREMENTS PER REFERENCED CODES AND
STANDARDS. REFER TO SHEET G-001.
3. CONSIDERATION IS REQUIRED TO AVOID
INTERFERENCE WITH EXISTING OVERHEAD POWER
LINES WHEN ENTERING THE SITE WITH EQUIPMENT.
4. HELIPADS ARE CATEGORIZED AS "LIMITED USE" AND
"STANDARD" FOR SEPARATION AND CLEAR ZONE
REQUIREMENTS. REFER TO SHEET C-003 FOR FURTHER
INFORMATION.
5. PEDESTRIAN BRIDGE AND MEDIUM GIRDER BRIDGE
(MGB) SHALL PROVIDE ACCESS TO THE LSA WHILE
MITIGATING GROUND DISTURBANCE THROUGH THE
TRACK CLEAR AREA.
6. MODULAR BRIDGING SYSTEM OR EQUIVALENT SHALL
BE USED TO PROVIDE FUEL TRUCKS ACCESS TO THE
SITE. THE TEMPORARY BRIDGE STRUCTURE SHALL
SPAN ACROSS THE TRACK CLEAR AREA AND BE
INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS.
THE BRIDGE STRUCTURE SHALL HAVE SUFFICIENT
STRUCTURAL CAPACITY TO ACCOMMODATE THE
LARGEST WEIGHT ANTICIPATED.
7. EXISTING GRAVEL ROAD SHOWN IS ASSUMED TO BE IN
GOOD CONDITION. TRAFFIC RATED STEEL PLATE TURF
PROTECTION SHALL BE USED AS REQUIRED TO
MITIGATE GROUND DISTURBANCE AND CORRECTIVE
ACTION AFTER USE OF SITE.
8. A RECENTLY CONSTRUCTED BUILDING PREVENTS BUS
TRAFFIC FROM UTILIZING THE PREVIOUSLY USED MAIN
ENTRY POINT, REQUIRING TWO-WAY TRAFFIC FLOW AT
BUS PARKING AREAS. REFER TO SHEET C-004.
9. THE SOUTHERN PORTION OF THE TRACK LSA AREA
WAS NOTED AS HEAVILY SATURATED SOIL IN THE FIELD
AND WAS AVOIDED IN THE SITE LAYOUT.
MODULAR
BRIDGING SYSTEM
~1900m2 (20,500ft2)
EXISTING GRAVEL
ROAD (TYP)
NEW BUILDING
REFER TO NOTE 8
FENCE
LINE (TYP)
TRACK AREA TO
REMAIN CLEAR
EXISTING GRAVEL
ROAD (TYP) PEDESTRIAN BRIDGE
MODULAR BRIDGING SYSTEM
-REF NOTE 6
AS REQUIRED
VERIFY IN FIELD
HEAVILY
SATURATED SOIL
REFER TO NOTE 9
PREVIOUS ENTRY
FOR BUS PARKING
EC
U
EC
UEC
U
EC
U
EC
U
ECU
ECU
ECU
ECU
ECU
EC
U
EC
U
EC
U
EC
U
EC
U
EC
U
EC
U
ECU
ECU
ECU
ECU
ECU
542ND
1 2 3 4 5 6 7 8 9 10
G
F
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D
C
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A
TH
D -D
AY
C
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O N
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SHEET ID
N O
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C-002
JUGGERNAUTS
NOTICE: This drawing is subject to change and provided for general information and planning purposes only. This drawing is not a build to design document.
N
CARENTAN LSA - ENLARGED PLAN1
1. REFER TO SHEET G-001 FOR ADDITIONAL INFORMATION
AND GENERAL NOTES.
2. LAYOUT ADHERES TO STANDOFF AND SEPARATION
REQUIREMENTS PER REFERENCED CODES AND
STANDARDS. REFER TO SHEET G-001.
3. 20M X 25M BARRACKS TENTS HOUSE 100 PAX EACH AT
54 SF PER PERSON.
4. 20M X 40M DFAC TENT SUPPORTS DINING SPACE
REQUIRED PER REDBOOK STANDARDS FOR 600 PAX.
5. CONSTRUCT TENT PLATFORM WITH CARE;
STRUCTURAL SUPPORTS USED TO ACHIEVE A CERTAIN
ELEVATION OR LEVELNESS OF TENT FLOOR MUST BE
DESIGNED TO COMPLY WITH ALL APPLICABLE CODES
AND INSTALLATION REQUIREMENTS.
6. LIGHT STANDS ARE SHOWN FOR GRAPHICAL
PURPOSES ONLY. CONTRACTOR SHALL PROVIDE
LIGHTING AS REQUIRED.
7. PEDESTRIAN BRIDGE SHALL PROVIDE ACCESS TO THE
LSA WHILE MITIGATING GROUND DISTURBANCE
THROUGH THE TRACK CLEAR AREA.
8. ENVIRONMENTAL CONTROL UNITS (ECU) SHOWN ARE
GRAPHICAL ONLY. ECU SHALL BE PROVIDED AS
REQUIRED BY TENT MANUFACTURER.
9. EXISTING GRAVEL ROAD SHOWN IS ASSUMED TO BE IN
GOOD CONDITION. TRAFFIC RATED STEEL PLATE TURF
PROTECTION SHALL BE USED AS REQUIRED TO
MITIGATE GROUND DISTURBANCE AND CORRECTIVE
ACTION AFTER USE OF SITE.
10. HAZARDOUS MATERIAL WASTE SHALL BE COLLECTED
AND STORED IN ACCORDANCE WITH APPLICABLE
ENVIRONMENTAL CODES AND REGULATIONS.
GENERAL SHEET NOTES
NORTH ARROW
LIGHT STAND (TYP)
ENVIRONMENTAL CONTROL
UNIT (TYP)
ECP TENT
SHOWER CONTAINERS
(TYP)
LATRINES
(TYP)
BARRACKS TENT
20m x 25m
REFER TO NOTE 3
BARRACKS TENT
20m x 25m
REFER TO NOTE 3
BARRACKS TENT
20m x 25m
REFER TO NOTE 3
BARRACKS TENT
20m x 25m
REFER TO NOTE 3
BARRACKS TENT
20m x 25m
REFER TO NOTE 3
BARRACKS TENT
20m x 25m
REFER TO NOTE 3
DFAC TENT
20m x 40m
REFER TO NOTE 4
MANIFEST/
TERMINAL
20m x 20m
AIR
OPERATIONS
20m x 20m
MAYOR CELL
20m x 20m
MAINTENANCE
TENT
20m x 40m
PED BRIDGE
PED BRIDGE
TRACK AREA TO
REMAIN CLEAR
TRACK AREA TO
REMAIN CLEAR
0 m 20 m 40 m
MAINTENANCE
AREA
5,450m2
ECP TENT
HANDWASH SINK (TYP)
PEDESTRIAN BRIDGE
-REF NOTE 7
DENOTES FLOW OF TRAFFIC
EXISTING GRAVEL
ROAD (TYP)
FENCE LINE (TYP)
FENCE
LINE (TYP)
H4ECDJMD
Line
H4ECDJMD
Callout
6M MIN (TYP)
H4ECDJMD
Line
H4ECDJMD
Callout
30M MIN (TYP)
H4ECDJMD
Callout
18M MIN (TYP)
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Callout
4M MIN (TYP)
G
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O N
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SHEET ID
N O
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(L Z)
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C-003
JUGGERNAUTS
NOTICE: This drawing is subject to change and provided for general information and planning purposes only. This drawing is not a build to design document.
N
CARENTAN LANDING ZONE (LZ) - ENLARGED PLAN1
GENERAL SHEET NOTES
NORTH ARROW
TRACK AREA TO
REMAIN CLEAR
FARP
15m x 15m
TRACK AREA TO
REMAIN CLEAR
CH-47 CHINOOK
LANDING PAD (TYP)
UH-60 BLACK HAWK
LANDING PAD (TYP)
EXISTING ROAD (TYP)
REFER TO NOTE 5
REQUIRED STEEL PLATE
TURF PROTECTION (TYP)
BUS
PARKING
0 m 32 m 64 m
FENCE LINE (TYP)
FENCE LINE (TYP)
1. REFER TO SHEET G-001 FOR ADDITIONAL INFORMATION
AND GENERAL NOTES.
2. LAYOUT ADHERES TO STANDOFF AND HELIPAD CLEAR
ZONE REQUIREMENTS PER REFERENCED CODES AND
STANDARDS. REFER TO SHEET G-001.
3. HELIPADS ARE CATEGORIZED AS "LIMITED USE" AND
"STANDARD" AS NOTED BELOW:
3.1. OBSERVATION (OH), ATTACK (AH), MEDICAL
EVACUATION (HH), AND UTILITY (UH) HELIPADS CAN
BE CATEGORIZED AS "LIMITED USE" WITH
REQUIRED DIMENSIONS OF 15M X 15M.
3.2. CH-47 CHINOOK HELIPADS ARE CATEGORIZED AS
"STANDARD" WITH REQUIRED DIMENSIONS OF 30M
X 30M.
4. HELIPAD CLEAR ZONES ARE PROVIDED AS NOTED
BELOW:
4.1. CLEAR ZONES MUST BE FREE OF OBSTRUCTIONS
AND MAINTAIN LESS THAN A 5% SLOPE.
4.2. UH-60 CLEAR ZONES ADHERE TO A 45.7 M X 45.7 M
AREA CENTERED ON THE HELIPAD.
4.2. CH-47 CLEAR ZONES ADHERE TO A 91.4 M X 91.4 M
AREA CENTERED ON THE HELIPAD.
5. EXISTING ROAD SHOWN IS ASSUMED TO BE IN GOOD
CONDITION. TRAFFIC RATED STEEL PLATE TURF
PROTECTION SHALL BE USED AS REQUIRED TO
MITIGATE GROUND DISTURBANCE AND CORRECTIVE
ACTION AFTER USE OF SITE.
6. EXISTING ROAD IS SHOWN AS PROVIDING ONE-WAY
TRAFFIC FLOW.
7. ALL TURF PROTECTION SHOWN SHALL BE ANCHORED
TO THE GROUND.
CH-47 CHINOOK
WITH COMPLIANT
CLEAR ZONE
UH-60 BLACK HAWK
WITH COMPLIANT
CLEAR ZONE
CH-47 COMPLIANT
CLEAR ZONE (TYP)
UH-60 COMPLIANT
CLEAR ZONE (TYP)
DENOTES FLOW
OF TRAFFIC
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Callout
91.44M (TYP)
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Callout
30M (TYP)
H4ECDJMD
Callout
45.72M (TYP)
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Callout
15M (TYP)
G
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SHEET ID
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C-004
JUGGERNAUTS
NOTICE: This drawing is subject to change and provided for general information and planning purposes only. This drawing is not a build to design document.
N
CARENTAN BUS PARKING AREA - ENLARGED PLAN1
GENERAL SHEET NOTES
NORTH ARROW
0 m 12 m 24 m
DENOTES FLOW OF TRAFFIC
PEDESTRIAN BRIDGE
-REF NOTE 8
1. REFER TO SHEET G-001 FOR ADDITIONAL INFORMATION
AND GENERAL NOTES.
2. LAYOUT ADHERES TO STANDOFF AND SEPARATION
REQUIREMENTS PER REFERENCED CODES AND
STANDARDS. REFER TO SHEET G-001.
3. BUS SIZE, TURN RADIUS, AND PARKING SPACE SIZES
ARE BASED ON STANDARDS FOR A 50 PASSENGER BUS.
4. LAYOUT SHOWN PROVIDES A TOTAL OF (20) BUS
PARKING SPOTS.
5. BUS PARKING AREAS ARE PROVIDED WITH (1) ENTRY
POINT. TRAFFIC CONTROL WILL BE REQUIRED TO
COORDINATE ENTRY AND EXIT ROUTES FOR ALL
BUSES.
6. DEPENDING ON SITE CONDITIONS, TRAFFIC RATED
STEEL PLATE TURF PROTECTION SHALL BE PROVIDED
WITHIN BUS PARKING AREAS WHERE REQUIRED TO
MITIGATE GROUND DISTURBANCE AND CORRECTIVE
ACTION AFTER USE OF SITE.
7. LIGHT STANDS ARE SHOWN FOR GRAPHICAL
PURPOSES ONLY. CONTRACTOR SHALL PROVIDE
LIGHTING AS REQUIRED.
8. PEDESTRIAN BRIDGE SHALL PROVIDE ACCESS TO THE
LSA WHILE MITIGATING GROUND DISTURBANCE
THROUGH THE TRACK CLEAR AREA.
9. EXISTING ROAD SHOWN IS ASSUMED TO BE IN GOOD
CONDITION. TRAFFIC RATED STEEL PLATE TURF
PROTECTION SHALL BE USED AS REQUIRED TO
MITIGATE GROUND DISTURBANCE AND CORRECTIVE
ACTION AFTER USE OF SITE.
LIGHT STAND (TYP)
PED BRIDGE
ECP TENT
EXISTING ROAD (TYP)
BUS
PARKING
(11) SPOTS
FENCE LINE (TYP)
BUS
PARKING
(5) SPOTS
BUS
PARKING
(4) SPOTS
TRACK AREA TO
REMAIN CLEAR
BUS TURN RADIUS (TYP)
CENTER LINE TURN RADIUS
AT FRONT AXLE (TYP)
50 PASSENGER BUS (TYP)
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S-001
JUGGERNAUTS
NOTICE: This drawing is subject to change and provided for general information and planning purposes only. This drawing is not a build to design document.
AA
GENERAL SHEET NOTES
NORTH ARROW
N
0 m 25 m 50 m
OVERALL SITE PLAN AT ST. MERE EGLISE1
NORTHERN PARCEL
SEE SHEETS S-003A, S-003B
SOUTHERN PARCEL
SEE SHEETS S-002A, S-002B, S-004
EXISTING BUILDING
(INCLUDED IN SOUTHERN PARCEL)
PARKING AREA
(INCLUDED IN SOUTHERN PARCEL)
TRAINING AREA
(INCLUDED IN SOUTHERN PARCEL)
BUS PARKING
1. REFER TO SHEET G-001 FOR ADDITIONAL INFORMATION
AND GENERAL NOTES.
2. LAYOUT ADHERES TO STANDOFF AND SEPARATION
REQUIREMENTS PER REFERENCED CODES AND
STANDARDS. REFER TO SHEET G-001.
TH
D -D
AY
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EM
O N
Y N
O R
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AN
D Y, F R
AN
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L
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ECU
ECU
ECU
ECU
ECU
ECU
ECU
542ND
1 2 3 4 5 6 7 8 9 10
G
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SHEET ID
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C H
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U S
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S-002A
JUGGERNAUTS
NOTICE: This drawing is subject to change and provided for general information and planning purposes only. This drawing is not a build to design document.
AA
GENERAL SHEET NOTES
NORTH ARROW
N
0 m 20 m 40 m
ST. MERE EGLISE LSA SOUTHERN PARCEL - COA 11
TRAINING AREA
3,300 m2
FENCE LINE (TYP)
BARRACKS TENT
20m x 40m
REFER TO NOTE 5
LIGHT STAND (TYP)
BARRACKS TENT
20m x 40m
REFER TO NOTE 5
ENVIRONMENTAL CONTROL UNIT (TYP)
ECP TENT
PARKING AREA W
ITH
OPTIO
NAL STEEL PLATES
1,9 m
BARRACKS TENT
m x m
REFER TO NOTE 6
DFAC
EXISTING HARDSTAND 75
0m
REFER TO NOTE 7
ECP TENT
CONTRACTOR STORAGE
EXISTING HARDSTAND, 200m2
SHOWER CONTAINERS (TYP)
LATRINES (TYP)
MAYOR CELL/ OPS CENTER
EXIST. HARDSTAND, 220m2
1. REFER TO SHEET G-001 FOR ADDITIONAL INFORMATION
AND GENERAL NOTES.
2. LAYOUT ADHERES TO STANDOFF AND SEPARATION
REQUIREMENTS PER REFERENCED CODES AND
STANDARDS. REFER TO SHEET G-001.
3. THE PROPOSED COA 1 LAYOUT ADHERES TO
REQUIREMENTS FOR 5TH YEAR CEREMONIES.
4. CONSTRUCT TENT PLATFORM WITH CARE;
STRUCTURAL SUPPORTS USED TO ACHIEVE A CERTAIN
ELEVATION OR LEVELNESS OF TENT FLOOR MUST BE
DESIGNED TO COMPLY WITH ALL APPLICABLE CODES
AND INSTALLATION REQUIREMENTS.
5. 20M x 40M BARRACKS TENTS HOUSE 150 PAX EACH AT
57 SF PER PERSON.
6. 15M x 27M BARRACKS TENTS HOUSE 60 PAX EACH AT
72 SF PER PERSON.
7. 750M2 DFAC BUILDING SUPPORTS DINING SPACE
REQUIRED PER RED BOOK STANDARDS FOR 740 PAX.
8. REFER TO SHEET S-003A FOR THE COA 1 LAYOUT OF
THE NORTHERN PARCEL.
9. THE COA 1 LAYOUT SUPPORTS A TOTAL OF 740 PAX
AND REQUIRES ACQUISITION OF BOTH THE SOUTHERN
AND NORTHERN PARCELS.
10. FENCE LINE IS DISCONTINUOUS AT EXISTING
HARDSTAND BUILDINGS USED FOR BARRACKS AND
ADMIN. THE EXTERIOR WALLS OF THE EXISTING
BUILDING SERVE AS THE PERIMETER.
11. HAZARDOUS MATERIAL WASTE SHALL BE COLLECTED
AND STORED IN ACCORDANCE WITH APPLICABLE
ENVIRONMENTAL CODES AND REGULATIONS.
TH
D -D
AY
C
ER
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O N
Y N
O R
M
AN
D Y, F R
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SI
TE
L
AY
O
U
TS
BARRACKS TENT
m x m
REFER TO NOTE 6 BARRACKS TENT
m x m
REFER TO NOTE 6
BARRACKS TENT
20m x 40m
REFER TO NOTE 5
SOLID WASTE COLLECTION
JM
D
JM
D
JU
N
E
HANDWASH SINK (TYP)
EXISTING BUILDING EXTERIOR WALLS TO
MAKE UP SITE PERIMETER, REFER TO NOTE 10
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Callout
18M MIN (TYP)
H4ECDJMD
Callout
6M MIN (TYP)
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Callout
4M MIN (TYP)
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Callout
30M MIN (TYP)
H4ECDJMD
Line
ECU
ECU
ECU
ECU
ECU
ECU
542ND
1 2 3 4 5 6 7 8 9 10
G
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SHEET ID
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S-002B
JUGGERNAUTS
NOTICE: This drawing is subject to change and provided for general information and planning purposes only. This drawing is not a build to design document.
AA
GENERAL SHEET NOTES
NORTH ARROW
N
0 m 20 m 40 m
ST. MERE EGLISE LSA SOUTHERN PARCEL - COA 21
TRAINING AREA
3,700 m2
BARRACKS TENT
20m x 40m
REFER TO NOTE 5
BARRACKS TENT
20m x 40m
REFER TO NOTE 5
ECP TENT
PARKING AREA W
ITH
OPTIO
NAL STEEL PLATES
1,9 m
BARRACKS
TENT
m x m
REFER TO
NOTE 6
BARRACKS
TENT
m x m
REFER TO
NOTE 6
BARRACKS
TENT
m x m
REFER TO
NOTE 6
BARRACKS
TENT
m x m
REFER TO
NOTE 6
BARRACKS
EXISTING HARDSTAND 75
0m
REFER TO NOTE 7
ECP TENT
CONTRACTOR STORAGE
EXISTING HARDSTAND, 200m2
SHOWER CONTAINERS (TYP)
LATRINES (TYP)
MAYOR CELL/ OPS CENTER
EXIST. HARDSTAND, 220m2
1. REFER TO SHEET G-001 FOR ADDITIONAL INFORMATION
AND GENERAL NOTES.
2. LAYOUT ADHERES TO STANDOFF AND SEPARATION
REQUIREMENTS PER REFERENCED CODES AND
STANDARDS. REFER TO SHEET G-001.
3. THE PROPOSED COA 2 LAYOUT ADHERES TO
REQUIREMENTS FOR 5TH YEAR CEREMONIES.
4. CONSTRUCT TENT PLATFORM WITH CARE;
STRUCTURAL SUPPORTS USED TO ACHIEVE A CERTAIN
ELEVATION OR LEVELNESS OF TENT FLOOR MUST BE
DESIGNED TO COMPLY WITH ALL APPLICABLE CODES
AND INSTALLATION REQUIREMENTS.
5. 20M x 40M BARRACKS TENTS HOUSE 150 PAX EACH AT
57 SF PER PERSON.
6. 15M x 20M BARRACKS TENTS HOUSE 50 PAX EACH AT
64 SF PER PERSON.
7. THE EXISTING HARDSTAND BUILDING USED FOR
BARRACKS HOUSES 150 PAX AT 54 SF PER PERSON.
8. REFER TO SHEET S-003B FOR THE COA 2 LAYOUT OF
THE NORTHERN PARCEL.
9. THE COA 2 LAYOUT SUPPORTS A TOTAL OF 705 PAX
AND REQUIRES ACQUISITION OF BOTH THE SOUTHERN
AND NORTHERN PARCELS.
10. FENCE LINE IS DISCONTINUOUS AT EXISTING
HARDSTAND BUILDINGS USED FOR BARRACKS AND
ADMIN. THE EXTERIOR WALLS OF THE EXISTING
BUILDING SERVE AS THE PERIMETER.
11. HAZARDOUS MATERIAL WASTE SHALL BE COLLECTED
AND STORED IN ACCORDANCE WITH APPLICABLE
ENVIRONMENTAL CODES AND REGULATIONS.
TH
D -D
AY
C
ER
EM
O N
Y N
O R
M
AN
D Y, F R
AN
C
E
SI
TE
L
AY
O
U
TS
FENCE LINE (TYP)
LIGHT STAND (TYP)
ENVIRONMENTAL CONTROL UNIT (TYP)
SOLID WASTE COLLECTION
JM
D
JM
D
JU
N
E
EXISTING BUILDING EXTERIOR WALLS TO
MAKE UP SITE PERIMETER, REFER TO NOTE 10
HANDWASH SINK (TYP)
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Callout
18M MIN (TYP)
H4ECDJMD
Callout
6M MIN (TYP)
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Callout
4M MIN (TYP)
H4ECDJMD
Line
H4ECDJMD
Line
G
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SHEET ID
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D R
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C H
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M
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S-003A
JUGGERNAUTS
NOTICE: This drawing is subject to change and provided for general information and planning purposes only. This drawing is not a build to design document.
AA
GENERAL SHEET NOTES
NORTH ARROW
N
0 m 20 m 40 m
ST. MERE EGLISE LSA NORTHERN PARCEL - COA 11
SOLID WASTE COLLECTION
ECP TENT
LATRINES (TYP)
SHOWER CONTAINERS (TYP)
OFFICER BARRACKS
110 CHUS, DOUBLE STACKED
(REFER TO NOTE 5)
LIGHT STAND (TYP)
1. REFER TO SHEET G-001 FOR ADDITIONAL INFORMATION
AND GENERAL NOTES.
2. LAYOUT ADHERES TO STANDOFF AND SEPARATION
REQUIREMENTS PER REFERENCED CODES AND
STANDARDS. REFER TO SHEET G-001.
3. THE PROPOSED COA 1 LAYOUT ADHERES TO
REQUIREMENTS FOR 5TH YEAR CEREMONIES.
4. CONSTRUCT TENT PLATFORM WITH CARE;
STRUCTURAL SUPPORTS USED TO ACHIEVE A CERTAIN
ELEVATION OR LEVELNESS OF TENT FLOOR MUST BE
DESIGNED TO COMPLY WITH ALL APPLICABLE CODES
AND INSTALLATION REQUIREMENTS.
5. OFFICER BARRACKS HOUSE 1 PAX PER CHU. THE
PROPOSED LAYOUT ACCOMMODATES THE FOOTPRINT
OF 55 CHUS WHICH ARE DOUBLE STACKED TO
INCREASE CAPACITY OF NORTHERN PARCEL TO 110
PAX TOTAL.
6. REFER TO SHEET S-002A FOR THE COA 1 LAYOUT OF
THE SOUTHERN PARCEL.
7. THE COA 1 LAYOUT SUPPORTS A TOTAL OF 740 PAX
AND REQUIRES ACQUISITION OF BOTH THE SOUTHERN
AND NORTHERN PARCELS.
8. HAZARDOUS MATERIAL WASTE SHALL BE COLLECTED
AND STORED IN ACCORDANCE WITH APPLICABLE
ENVIRONMENTAL CODES AND REGULATIONS.
TH
D -D
AY
C
ER
EM
O N
Y N
O R
M
AN
D Y, F R
AN
C
E
SI
TE
L
AY
O
U
TS
FENCE LINE (TYP)
JM
D
JM
D
JU
N
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HANDWASH SINK (TYP)
EC
EC
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542ND
1 2 3 4 5 6 7 8 9 10
G
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SHEET ID
ST
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EG
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C O
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T-
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B
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D R
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C H
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D B
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S-003B
JUGGERNAUTS
NOTICE: This drawing is subject to change and provided for general information and planning purposes only. This drawing is not a build to design document.
AA
GENERAL SHEET NOTES
NORTH ARROW
N
0 m 20 m 40 m
ST. MERE EGLISE LSA NORTHERN PARCEL - COA 21
FENCE LINE (TYP)
ECP TENT
LATRINES (TYP)
SHOWER CONTAINERS (TYP)
OFFICER BARRACKS
55 CHUS, REFER TO NOTE 5
LIGHT STAND (TYP)
1. REFER TO SHEET G-001 FOR ADDITIONAL INFORMATION
AND GENERAL NOTES.
2. LAYOUT ADHERES TO STANDOFF AND SEPARATION
REQUIREMENTS PER REFERENCED CODES AND
STANDARDS. REFER TO SHEET G-001.
3. THE PROPOSED COA 2 LAYOUT ADHERES TO
REQUIREMENTS FOR 5TH YEAR CEREMONIES.
4. CONSTRUCT TENT PLATFORM WITH CARE;
STRUCTURAL SUPPORTS USED TO ACHIEVE A CERTAIN
ELEVATION OR LEVELNESS OF TENT FLOOR MUST BE
DESIGNED TO COMPLY WITH ALL APPLICABLE CODES
AND INSTALLATION REQUIREMENTS.
5. OFFICER BARRACKS HOUSE 1 PAX PER CHU.
6. 20M X 40M DFAC TENT SUPPORTS DINING SPACE
REQUIRED PER REDBOOK STANDARDS FOR 705 PAX.
7. REFER TO SHEET S-002B FOR THE COA 2 LAYOUT OF
THE SOUTHERN PARCEL.
8. THE COA 2 LAYOUT SUPPORTS A TOTAL OF 705 PAX
AND REQUIRES ACQUISITION OF BOTH THE SOUTHERN
AND NORTHERN PARCELS.
9. HAZARDOUS MATERIAL WASTE SHALL BE COLLECTED
AND STORED IN ACCORDANCE WITH APPLICABLE
ENVIRONMENTAL CODES AND REGULATIONS.
TH
D -D
AY
C
ER
EM
O N
Y N
O R
M
AN
D Y, F R
AN
C
E
SI
TE
L
AY
O
U
TS
DFAC TENT
20m x 40m
REFER TO NOTE 6
SOLID WASTE COLLECTION
ENVIRONMENTAL
CONTROL UNIT (TYP)
JM
D
JM
D
JU
N
E
HANDWASH SINK (TYP)
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Text Box
30M MIN (TYP)
ECU
ECU
ECU
ECU
ECU
ECU
ECU
542ND
1 2 3 4 5 6 7 8 9 10
G
F
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D
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B
A
SHEET ID
ST
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ER
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EG
LI
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N O
N -5
TH
Y
EA
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L
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2N
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F
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T-
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N
G U
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SB
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EN
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M
AN
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D
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IG
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B
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D R
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N
B Y:
C H
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D B
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M
AJ
. S
AN
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AG
O
SI
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AN
SI
D
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SU
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AT
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U S
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M
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EU
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N A
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O
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E
S-004
JUGGERNAUTS
NOTICE: This drawing is subject to change and provided for general information and planning purposes only. This drawing is not a build to design document.
AA
GENERAL SHEET NOTES
NORTH ARROW
N
0 m 20 m 40 m
ST. MERE EGLISE LSA - NON-5TH YEAR LAYOUT1
TRAINING AREA
3,300 m2
BARRACKS TENT
20m x 40m
REFER TO NOTE 5
BARRACKS TENT
20m x 40m
REFER TO NOTE 5
ECP TENT
PARKING AREA W
ITH
OPTIONAL STEEL PLATES
1,9 m
DFAC
EXISTING HARDSTAND 75
0m
REFER TO NOTE 7
ECP TENT
CONTRACTOR STORAGE
EXISTING HARDSTAND, 200m2
SHOWER CONTAINERS (TYP)
MAYOR CELL/ OPS CENTER
EXIST. HARDSTAND, 220m2
1. REFER TO SHEET G-001 FOR ADDITIONAL INFORMATION
AND GENERAL NOTES.
2. LAYOUT ADHERES TO STANDOFF AND SEPARATION
REQUIREMENTS PER REFERENCED CODES AND
STANDARDS. REFER TO SHEET G-001.
3. THE PROPOSED LAYOUT ADHERES TO REQUIREMENTS
FOR NON-5TH YEAR CEREMONIES.
4. CONSTRUCT TENT PLATFORM WITH CARE;
STRUCTURAL SUPPORTS USED TO ACHIEVE A CERTAIN
ELEVATION OR LEVELNESS OF TENT FLOOR MUST BE
DESIGNED TO COMPLY WITH ALL APPLICABLE CODES
AND INSTALLATION REQUIREMENTS.
5. 20M X 40M BARRACKS TENTS HOUSE 140 PAX EACH AT
61 SF PER PERSON.
6. 15M X 27M BARRACKS TENTS HOUSE 60 PAX EACH AT
72 SF PER PERSON.
7. 750M2 DFAC BUILDING SUPPORTS DINING SPACE
REQUIRED PER RED BOOK STANDARDS FOR 600 PAX.
8. THE NON-5TH YEAR LAYOUT SUPPORTS A TOTAL OF
600 PAX AND REQUIRES ACQUISITION OF ONLY THE
SOUTHERN PARCEL.
9. FENCE LINE IS DISCONTINUOUS AT EXISTING
HARDSTAND BUILDINGS USED FOR BARRACKS AND
ADMIN. THE EXTERIOR WALLS OF THE EXISTING
BUILDING SERVE AS THE PERIMETER.
10. HAZARDOUS MATERIAL WASTE SHALL BE COLLECTED
AND STORED IN ACCORDANCE WITH APPLICABLE
ENVIRONMENTAL CODES AND REGULATIONS.
TH
D -D
AY
C
ER
EM
O N
Y N
O R
M
AN
D Y, F R
AN
C
E
SI
TE
L
AY
O
U
TS
BARRACKS TENT
m x m
REFER TO NOTE 6
BARRACKS TENT
20m x 40m
REFER TO NOTE 5
FENCE LINE (TYP)
LIGHT STAND (TYP)
ENVIRONMENTAL CONTROL UNIT (TYP)
SOLID WASTE COLLECTION
JM
D
JM
D
JU
N
E
EXISTING BUILDING EXTERIOR WALLS TO
MAKE UP SITE PERIMETER, REFER TO NOTE 9
BARRACKS TENT
m x m
REFER TO NOTE 6
BARRACKS TENT
m x m
REFER TO NOTE 6
LATRINES (TYP)
HANDWASH SINK (TYP)
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Callout
18M MIN (TYP)
H4ECDJMD
Callout
6M MIN (TYP)
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Callout
4M MIN (TYP)
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Line
H4ECDJMD
Callout
30M MIN (TYP)
| Sheets and Views |
| O-009 |
| O-010 |
| C-001 |
| C-002 |
| C-003 |
| C-004 |
| S-001 |
| S-002A |
File details come from the government source that posted it. Updated .