B.08 PWS Attachment 4 - Normandy Drawings Combined Set (2Feb2024).pdf

PDF 24 MB Posted Mar 14, 2024

Attached to: Normandy D-Day 80th Anniversary, Life Support Areas (LSA) and Catering Services
Solicitation number: W564KV24R0044
Issued by: Department of the Army Materiel Command Army Contracting Command

About this file

Written by GovTribe AI · Mar 14, 2024

This solicitation requests catering and life support area services in France for the 80th anniversary commemoration of D-Day. The objective is to provide tents, dining and sleeping facilities, site support including security and waste management, powered infrastructure, and a media support center from May 30th to June 11th, 2024 at locations in Sainte Mere Eglise, Carentan-les-Marais, and the U.S. Omaha Beach Cemetery. Meals must be prepared in accordance with American cuisine and catered from the first dinner on May 30th through breakfast on June 10th. The solicitation was issued by the Department of the Army Materiel Command Army Contracting Command.

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B.08 Solicitation Conformed (W564KV24R0044).pdf	PDF	Mar 26, 2024
B.08 Government Responses to Industry 3.26.2024 Final.xlsx	XLSX spreadsheet	Mar 26, 2024
B.08 Solicitation Amendment 0002 (W564KV24R0044).pdf	PDF	Mar 26, 2024
B.08 Solicitation Attch 1 - PWS Amendment 0002 3.26.2024.pdf	PDF	Mar 26, 2024
B.08 Industry_Questions_to_Government LSA Catering (18 March 2024).xlsx	XLSX spreadsheet	Mar 19, 2024
B.08 Solicitation Amendment 0001 (W564KV24R0044).pdf	PDF	Mar 15, 2024
B.08 Solicitation W564KV-24-R-0044.pdf	PDF	Mar 14, 2024
B.08 Solicitation Attch 1 - PWS FINAL 80th D-Day LSA Catering Svs 11 March.docx.pdf	PDF	Mar 14, 2024
B.08 Solicitation Attch 2 - Industry_Questions_to_Government LSA Catering G35.xlsx	XLSX spreadsheet	Mar 14, 2024

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SHEET ID

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G-001

JUGGERNAUTS

542ND

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.

GENERAL NOTES:

1. NOTES ON THIS SHEET APPLY TO ALL DRAWINGS IN THIS PACKAGE UNLESS OTHERWISE NOTED.

2. INFRASTRUCTURE LOCATIONS, ELEVATIONS, AND DIMENSIONS SHOWN ARE APPROXIMATE AND

SHOULD BE FIELD VERIFIED.

3. DRAWINGS DEPICT A SCHEMATIC SITE DESIGN ONLY. FURTHER DEVELOPMENT AND DESIGN IS

REQUIRED TO ENSURE COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS.

4. ALL SITES SHALL BE RETURNED TO THEIR ORIGINAL CONDITION AS SHOWN IN THE

ENVIRONMENTAL BASELINE STUDY (EBS).

5. ALL RAMPS SHALL BE PROVIDED WITH A MAX SLOPE OF 1:12 AND MAXIMUM RISE PER RAMP RUN

SHALL BE 30 INCHES. INCLUDE LANDINGS BETWEEN RUNS AS NECESSARY. HANDRAILS MUST BE

INCLUDED ON RAMPS WITH A RISE GREATER THAN 6 INCHES.

6. LATRINES:

6.1. NUMBER OF LATRINES PROVIDED SHALL COMPLY WITH RED BOOK STANDARDS.

6.2. STANDARD LATRINES SHOWN ARE 1.22M X 1.22M (4' X 4') INDIVIDUAL PORTABLE TOILETS.

6.3. ADA ACCESSIBLE LATRINES SHOWN ARE 1.6M X 1.6M (5'-3" X 5'-3") INDIVIDUAL PORTABLE

TOILETS.

6.4. LATRINES SHALL BE SERVICED TWICE DAILY, STARTING THE DAY OF PLACEMENT.

6.5. LATRINES SHALL BE LOCKED THE DAY AFTER THE CEREMONY.

7. LSA LAYOUTS ARE BASED ON 15.8M2 SHOWER CONTAINERS WITH 6 SHOWER HEADS EACH.

ACTUAL LAYOUT OF SHOWER CONTAINERS MAY VARY BASED ON AVAILABILITY. NUMBER OF

ACTUAL SHOWER HEADS PROVIDED SHALL COMPLY WITH RED BOOK STANDARDS.

8. GENERATOR SIZES ARE PRELIMINARY AND SHALL BE VERIFIED AFTER FINAL DESIGN.

9. TRASH SHALL BE SERVICED DAILY, STARTING THE DAY OF PLACEMENT.

10. ALL TENTS SHALL INCLUDE A FLOOR.

11. APPLICABLE AIRCRAFT STANDOFF DIMENSIONS AND CLEAR ZONE REQUIREMENTS ARE DESIGNED

BASED ON UFC 3-260-01 AIRFIELD AND HELIPORT PLANNING AND DESIGN STANDARDS.

12. ALL APPLICABLE LSA STANDOFF REQUIREMENTS ARE APPLIED TO LAYOUTS.

13. LIGHT STANDS SHOWN ON DRAWINGS ARE FOR GRAPHICAL REPRESENTATION ONLY. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE SECURITY LIGHTING AS NECESSARY TO MEET

FORCE PROTECTION REQUIREMENTS.

14. ENVIRONMENTAL CONTROL UNITS (ECU) SHOWN ON DRAWINGS ARE FOR GRAPHICAL

REPRESENTATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE

NUMBER AND SIZE OF ECU REQUIRED TO MAINTAIN A TEMPERATURE RANGE OF 68F TO 78F PER UFC 3-410-01 SECTION 3-3.1. DESIGN FOR REDUCED TEMPERATURE RANGE AS NECESSARY FOR

THE VETERAN TENT AND MEDICAL TENTS.

15. TEMPORARY WALKWAY SHALL BE CONSTRUCTED SO THAT THEY ARE EVEN WITH ADJACENT

SURFACES. WALKING SURFACE SHALL BE ANTI-SKID AND BE FIRMLY ATTACHED TO THE SOIL

BENEATH TO FRENCH CODE.

16. SECTION 7.4.1.1 OF THE NFPA 101 LIFE SAFETY CODE REQUIRES THAT EACH INDIVIDUAL STRUCTURE HAVE TWO MEANS OF EGRESS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

PROVIDE THE NECESSARY MEANS OF EGRESS FOR EACH TENT.

LIST OF ABBREVIATIONS:

ADA

ABMC

CLR

COA

DFAC

ECU

FND

MED

MOC

PED

POV

TMP

TOC

TYP

UNO

VIF

WHPC

AMERICANS WITH DISABILITIES ACT

AMERICAN BATTLE MONUMENTS COMMISSION

CLEAR

COURSE OF ACTION

DINING FACILITY

DISTINGUISHED VISITOR

ENVIRONMENTAL CONTROL UNIT

FOUNDATION

MEDICAL

MEDIA OPERATIONS CENTER

PEDESTIRAN

PRIVATELY OWNED VEHICLE

TRANSPORTATION MOTOR POOL

TACTICAL OPERATIONS CENTER

TYPICAL

UNLESS NOTED OTHERWISE

VERIFY IN FIELD

WHITE HOUSE PRESS CORPS

D -D

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Index of Drawings

Sheet Description

G-000 TITLE SHEET

G-001 GENERAL NOTES

O-001 OVERALL SITE PLAN AT OMAHA BEACH CEREMONY AREA

O-002 OMAHA LSA

O-003 OMAHA MOC AREA

O-004A OMAHA DV AND VETERANS COA 1

O-004B OMAHA DV AND VETERANS COA 2

O-004C OMAHA DV AND VETERANS COA 3

O-004D OMAHA DV AND VETERANS COA 4

O-004E OMAHA DV AND VETERANS COA 5

O-005A.1 HLZ AREA AT OMAHA BEACH COA 1

O-005A.2 HLZ AREA AT OMAHA BEACH COA 1

O-005A.3 HLZ AREA AT OMAHA BEACH COA 1

O-005B HLZ AREA AT OMAHA BEACH COA 2

O-006 OMAHA CEREMONY AREA LAYOUT (1 OF 4)

O-007 OMAHA CEREMONY AREA LAYOUT (2 OF 4)

O-008 OMAHA CEREMONY AREA LAYOUT (3 OF 4)

O-009 OMAHA CEREMONY AREA LAYOUT (4 OF 4)

O-010 CEREMONY SITE MONUMENT STAGE - ENLARGED PLAN

C-001 CARENTAN RACETRACK OVERALL LAYOUT

C-002 CARENTAN LSA - ENLARGED PLAN

C-003 CARENTAN LANDING ZONE (LZ) - ENLARGED PLAN

C-004 CARENTAN BUS PARKING AREA - ENLARGED PLAN

S-001 ST. MERE EGLISE LSA OVERALL LAYOUT

S-002A ST. MERE EGLISE SOUTHERN PARCEL - COA 1

S-002B ST. MERE EGLISE SOUTHERN PARCEL - COA 2

S-003A ST. MERE EGLISE NORTHERN PARCEL - COA 1

S-003B ST. MERE EGLISE NORTHERN PARCEL - COA 2

S-004 ST. MERE EGLISE - NON-5TH YEAR LAYOUT

ECU

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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.

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)

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.

10. THE FIVE ENTRANCE/EXIT POINTS ALONG THE

PERIMETER FENCING WILL UTILIZE GATES TO CONTROL

ACCESS.

WALKWAY

~1900m2 (20,500ft2)

EXISTING GRAVEL

ROAD (TYP)

NEW BUILDING

REFER TO NOTE 8

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

FOR BUS PARKING

..\..\542 Polo Logo.jpg

PARKING/FRENCH

PERIMETER FENCING (TYP)

LAUNDRY 8m X 8m

ECU

ECU ECU

ECU

542ND

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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.

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

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)

..\..\542 Polo Logo.jpg

LAUNDRY TENT (TYP)

MEDICAL TENT (TYP)

542ND

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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.

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

DENOTES FLOW

OF TRAFFIC

0 m 32 m 64 m

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

..\..\542 Polo Logo.jpg

CH-47 COMPLIANT

CLEAR ZONE (TYP)

UH-60 COMPLIANT

CLEAR ZONE (TYP)

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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.

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

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)

..\..\542 Polo Logo.jpg

SHEET ID

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O-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.

MEDIA AREA

SEE SHEET O-003

CEREMONY SEATING AREA

SEE SHEETS O-007 THRU O-009

STAGE AREA

SEE SHEET O-010

VETERANS AND DV AREA

VISITOR CENTER

(EXISTING)

GENERAL SHEET NOTES

NORTH ARROW

0 m 75 m 150 m

OVERALL SITE PLAN AT OMAHA BEACH CEREMONY SITE1

SEE SHEET O-004

HLZ AREA

SEE SHEETS O-005A THRU O-005B

FRENCH

MEDICAL TENT

SEE SHEET O-010

MEDIA ROW

SEE 2/O-006

LSA

SEE SHEET O-002

CONTRACTOR AREA

SEE SHEET O-002

OMAHA CEREMONY AREA

SEE 1/O-006

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.

D -D

O N

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O R

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MANNED 24 HOUR GUARD

SHACK PROVIDED BY ABMC

ECU

542ND

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SHEET ID

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O-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.

GENERAL SHEET NOTES

NORTH ARROW

LSA AREA AT OMAHA BEACH CEREMONY SITE1

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. 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.

4. 20m x 25m BARRACKS TENTS HOUSE 50 PAX

(SUSTAINED) AT 108 SF PER PERSON. EACH TENT

SURGES TO 100 PAX AT 54 SF PER PERSON.

5. 20M X 20M DFAC TENT SUPPORTS DINING SPACE

REQUIRED PER REDBOOK STANDARDS FOR 400 PAX.

6. THE LAYOUT SUPPORTS A TOTAL OF 200 PAX

(SUSTAINED) AND HAS A SURGE CAPACITY OF 400 PAX.

7. THE APPROACH TO THE LSA AND THE CONTRACTOR

AREA UTILIZE THE SAME ACCESS ROAD. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR, WITH

APPROPRIATE SIGNAGE, TO CLEARLY DELINEATE

ACCESS TO THE LSA ECP VERSUS ACCESS TO THE

CONTRACTOR'S STORAGE AREA.

8. THE PROPOSED ROUTE FOR ONE-WAY SERVICE TRUCK

TRAFFIC IS SHOWN. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO PROVIDE APPROPRIATE SIGNAGE TO

CONVEY THE TRAFFIC FLOW.

9. TAKE CARE TO AVOID EXISTING OVERHEAD POWER

LINES.

10. HAZARDOUS MATERIAL WASTE SHALL BE COLLECTED

AND STORED IN ACCORDANCE WITH APPLICABLE

ENVIRONMENTAL CODES AND REGULATIONS.

D -D

O N

Y N

O R

D Y, F R

0 m 20 m 40 m

CONTRACTOR STORAGE

PROPOSED TRUCK ROUTE

REFER TO NOTE 8

ECP TENT

REFER TO NOTE 7

FENCE LINE (TYP)

LIGHT STAND (TYP)

ENVIRONMENTAL CONTROL UNIT (TYP)

GOLF CART CHARGING TENT

WITH GENERATORS

20m x 40m

BARRACKS TENT

20m x 25m

REFER TO NOTE 4

BARRACKS TENT

20m x 25m

REFER TO NOTE 4

BARRACKS TENT

20m x 25m

REFER TO NOTE 4

BARRACKS TENT

20m x 25m

REFER TO NOTE 4

APPROXIMATE LOCATION

OF ELECTRICAL LINE POLE

SHOWER CONTAINERS (TYP)

WATER BLADDERS

(AS NECESSARY)

SHOWER CONTAINERS (TYP)

MAYOR CELL/

OPS CENTER

10m x 20m

DENOTES FLOW OF TRAFFIC

SPACE ALLOCATED FOR CONTRACTOR

PROVIDED UTILITIES (AS NECESSARY)

LAUNDRY SITE 8m x 8m

MEDICAL TENT 8m x 8m

DFAC TENT

20m x 20m

REFER TO

NOTE 5

HANDWASH SINK (TYP)

TMP/POV PARKING

4,700m2

LATRINES (TYP)

GENERATOR (TYP)

SOLID WASTE COLLECTION

SEE SHEET O-003

MOC AREA

CONTRACTOR'S ENTRANCE

1087288419.civ Text Box

WALKWAY

1087288419.civ Text Box

WALKWAY

1087288419.civ Text Box

WALKWAY

1087288419.civ Text Box

WE ARE LIVE ENTRANCE

1087288419.civ Pencil

1087288419.civ Text Box

AREA RESERVED FOR "WE ARE LIVE".

ECU

542ND

1 2 3 4 5 6 7 8 9 10

SHEET ID

O M

M O

C A

D E

N D

T-

A O

D C

G U

, G

D R

B Y:

C H

D B

. S

E D

U S

R O

N A

O-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.

GENERAL SHEET NOTES

NORTH ARROW

0 m 30 m 60 m

MOC AREA AT OMAHA BEACH CEREMONY SITE1

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. 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.

4. "MOC" REFERS TO MEDIA OPERATIONS CENTER.

5. THE PROPOSED ROUTE FOR ONE-WAY TRUCK TRAFFIC

IS SHOWN. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO PROVIDE APPROPRIATE SIGNAGE TO

CONVEY THE TRAFFIC FLOW.

6. PROVIDE STRUCTURAL SYSTEM (E.G., STEEL PLATE)

DESIGNED TO CARRY TYPICAL TRUCK LOADS OVER

THE EXISTING DITCH. PROVIDE APPROPRIATE

ANCHORAGE OF THE STRUCTURAL SYSTEM. DO NOT

DISRUPT EXISTING DRAINAGE CULVERT.

7. WITHIN THE MOC AREA, CONTRACTOR IS RESPONSIBLE

FOR PROVIDING THE FACILITIES AND UTILITIES

NECESSARY TO ACCOMMODATE THE

EATING/CATERING TENT, THE MOC/ARMY PRESS TENT,

THE LATRINES, AND THE MEDIA IN-PROCESSING TENT.

8. SPACE IS ALLOCATED FOR THE WHITE HOUSE PRESS

CORPS (WHPC) TENT AND THE FRENCH PRESS TENT.

EACH ENTITY SHALL PROVIDE THEIR OWN FACILITIES

AND UTILITIES AS NECESSARY.

9. SPACE IS ALLOCATED FOR (10) 20m x 20m MEDIA

AREAS. MEDIA ENTITIES ARE RESPONSIBLE FOR

PROVIDING THEIR OWN FACILITIES AND UTILITIES AS

NECESSARY.

10. SPACE IS ALLOCATED FOR (10) 10m x 25m SATELLITE

TRUCKS. MEDIA ENTITIES ARE RESPONSIBLE FOR

PROVIDING THEIR OWN FACILITIES AND UTILITIES AS

NECESSARY.

11. USE REFLECTIVE MARKINGs ON STEEL PLATES TO

INDICATE TRAFFIC FLOW, PARKING SPACES, AND

AREAS RESERVED FOR MOBILE CATERING.

12. SIGNAGE WILL BE PROVIDED TO CLEARLY MARK

TRAFFIC DIRECTION

13. PROVIDE STRUCTURAL SYSTEM (E.G., STEEL PLATE)

DESIGNED TO CARRY TYPICAL GOLF CART LOADS

OVER THE EXISTING DITCH. PROVIDE APPROPRIATE

ANCHORAGE OF THE STRUCTURAL SYSTEM. DO NOT

DISRUPT EXISTING DRAINAGE CULVERT.

D -D

O N

Y N

O R

D Y, F R

LSA AREA

SEE SHEET O-002

WHPC AREA

SIZE TBD

REFER TO NOTE 8

FRENCH PRESS AREA

SIZE TBD

REFER TO NOTE 8

EATING/CATERING TENT

20m x 20m

LATRINES (TYP)

LIGHT STAND (TYP)

PROPOSED TRUCK ROUTE

REFER TO NOTE 5

STRUCTURAL SYSTEM TO SPAN DITCH with gate

REFER TO NOTE 6

MEDIA IN-PROCESSING AREA

10m x 10m

LATRINES (TYP)

PRESS

AREA 1

20m x 20m

PRESS

AREA 2

20m x 20m

PRESS

AREA 3

20m x 20m

PRESS

AREA 4

20m x 20m

PRESS

AREA 5

20m x 20m

PRESS

AREA 6

20m x 20m

PRESS

AREA 7

20m x 20m

PRESS

AREA 8

20m x 20m

PRESS

AREA 9

20m x 20m

PRESS

AREA 10

20m x 20m

SAT. TRUCK 110m x 25m SAT. TRUCK 210m x 25m

SAT. TRUCK 310m x 25mSAT. TRUCK 4

10m x 25m

SAT. TRUCK 5

10m x 25m

SAT. TRUCK 6

10m x 25m

SAT. TRUCK 7

10m x 25m

SAT. TRUCK 8

10m x 25m

SAT. TRUCK 9

10m x 25m

SAT. TRUCK 10

10m x 25m

DENOTES FLOW OF TRAFFIC

SPACE ALLOCATED FOR MEDIA

ENTITIES (REFER TO NOTES 9 & 10)

HANDWASH SINK (TYP)

MOC/ARMY PRESS TENT

20m x 60m

REFER TO NOTE 7

STRUCTURAL SYSTEM TO SPAN DITCH

REFER TO NOTE 13

GATE

ECUECU

ECU ECU ECU

542ND

1 2 3 4 5 6 7 8 9 10

D -D

O N

SHEET ID

N O

R M

Y, F

C E

O U

O M

D V

R G

D E

N D

T-

A O

D C

G U

, G

S D

N B

S C

B Y:

. S

E D

U S

R O

N A

O-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.

GENERAL SHEET NOTES

NORTH ARROW

OMAHA DV AND VETERANS AREA - ENLARGED PLAN1

ADA ACCESSIBLE RAMP

REFER TO NOTE 9

VETERANS TENT

20m x 50m

REFER TO NOTE 3 DISTINGUISHED

VISITOR (DV) TENT

10m x 50m

REFER TO NOTE 4

MEDICAL TENT

10m x 10m

GENERATOR AREA

ADA ACCESSIBLE

LATRINES (TYP)

HANDWASH SINK (TYP)

EXISTING FENCE LINE

(APPROXIMATE)

PORTION OF FENCE TO BE REMOVED

REFER TO NOTE 7

EXISTING GATE

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 50M VETERANS TENT IS ASSUMED TO SERVE 250

PAX MAX AT 15 SF PER PERSON.

4. 10M X 50M DV TENT IS ASSUMED TO SERVE 150 PAX

MAX AT 16 SF PER PERSON.

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. VETERANS TENT IS TO BE PROVIDED WITH WINDOW

WALL ALONG NW SIDE TO ALLOW VISIBILITY OF BEACH.

7. ABMC TO REMOVE PORTION OF FENCE FOR CATERING

DELIVERY. COORDINATE REMOVAL OF ADDITIONAL

FENCE PANELS AS NECESSARY.

8. ENVIRONMENTAL CONTROL UNITS (ECU) SHOWN ARE

GRAPHICAL ONLY. ECU SHALL BE PROVIDED AS

REQUIRED BY TENT MANUFACTURER.

9. ADA ACCESSIBLE RAMPS ARE TO BE PROVIDED WITH A

1:12 MAX SLOPE AND COMPLY WITH ALL OTHER

APPLICABLE CODES AND STANDARDS.

10. HAZARDOUS MATERIAL WASTE SHALL BE COLLECTED

AND STORED IN ACCORDANCE WITH APPLICABLE

ENVIRONMENTAL CODES AND REGULATIONS.

11. ABHC WILL REMOVE EXISTING SHRUBS FOR TENT

EMPLACEMENT.

12. INSTALL SIGNAGE ALONG FOOT PATHS TO DIRECT

PEDESTIRAN TRAFFIC AND INDICATE DIRECTION TO

LATRINES.

0 m 12 m 24 m

..\..\542 Polo Logo.jpg

ENVIRONMENTAL CONTROL

UNIT (TYP)

1087288419.civ Text Box

CATERER'S TENT

D -D

O N

SHEET ID

N O

R M

Y, F

C E

O U

A R

T O

C O

D E

N D

T-

A O

D C

G U

, G

S D

N B

S C

B Y:

. S

E D

U S

R O

N A

O-005

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.

GENERAL SHEET NOTES

NORTH ARROW

HLZ AREA AT OMAHA BEACH COA 11

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. V-22 OSPREY 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. V-22 CLEAR ZONES ADHERE TO A 91.4 M X 91.4 M

AREA CENTERED ON THE HELIPAD.

5. IN THIS COA THE UH-60 HELIPADS ARE COMPLIANT

WITH CLEAR ZONE AND SEPARATION STANDARDS. THE

V-22 HELIPADS ARE NON-COMPLIANT WITH CLEAR

ZONE STANDARDS. FOR ADDITIONAL INFORMATION ON

NON-COMPLIANT V-22 CLEAR ZONES REFER TO SHEETS

O-005A.1, O-005A.2, AND O-005A.3.

6. ALL TURF PROTECTION SHOWN SHALL BE ANCHORED

TO THE GROUND.

0 m 20 m 40 m

GREATER THAN 5% SLOPE

REFER TO NOTE 4

GOLF CART PARKING (TYP) AND

ENGINEERING TRAILERS

TEMPORARY ROADWAY FOR

CATERING AND SERVICING

V-22 OSPREY

HELIPAD (TYP)

V-22 OSPREY WITH

NON-COMPLIANT CLEAR ZONE

UH-60 BLACK HAWK WITH

COMPLIANT CLEAR ZONE

EXISTING

FENCE LINE (TYP)

UH-60 BLACK HAWK

HELIPAD (TYP)

ADA ACCESSIBLE RAMP

TO VISITOR CENTER

PRIVACY SCREEN WITH

DOUBLE GATE

VISITOR CENTER

..\..\542 Polo Logo.jpg

ECP AREA

GENERAL SHEET NOTES

NORTH ARROW

0 m 30 m 60 m

MEDIA ROW2

1 2 3 4 5 6 7 8 9 10

SHEET ID

O M

N Y

O U

T (1

O F

D E

N D

T-

A O

D C

G U

, G

D R

B Y:

C H

D B

. S

E D

U S

R O

N A

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.

6m x 5m AREA

REF NOTE 4

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 LAYOUT OF MEDIA AREAS IN MEDIA ROW IS

ASSUMED TO BE UNCHANGED FROM THE 75TH

ANNIVERSARY. SPACE ALLOCATION SHALL BE

ADJUSTED AS NECESSARY FOR THE 80TH

ANNIVERSARY.

4. SPACE IS ALLOCATED FOR MEDIA AREAS AS SHOWN.

MEDIA ENTITIES ARE RESPONSIBLE FOR PROVIDING

THEIR OWN FACILITIES AND UTILITIES AS NECESSARY.

5. A 6m x5m TENT PROVIDED BY USAREUR WILL INCLUDE

WIFI AND POWER.

D -D

O N

Y N

O R

D Y, F R

CEREMONY SEATING AREA

SEE SHEETS O-007 THRU O-009

STAGE AREA

SEE SHEET O-010

PRESIDENTIAL LANDING AREA

SEE 3/O-006

LATRINES

SEE 3/O-006

FRENCH

MEDICAL TENT

SEE SHEET O-010

MEDIA ROW

SEE 2/O-006

1 OVERALL CEREMONY AREA AT OMAHA BEACH

0 m 75 m 150 m

OMAHA CEREMONY AREA

4m x 4m AREA

REF NOTE 4

6m x 6m AREA

REF NOTE 4

6m x 5m AREA

REF NOTE 4

4m x 4m AREA

REF NOTE 4

4m x 4m AREA

REF NOTE 4

LATRINES (TYP)

30 m 60 m

PRESIDENTIAL LANDING AREA

O-006

PRESIDENTIAL

LANDING AREA

MEDIA RISERS

G E

CARPETED AREA

0 m

SPACE ALLOCATED FOR MEDIA

ENTITIES (REFER TO NOTE 4)

HANDWASH SINK (TYP)

USAREUR AREA

6m x 5m

NORTH ARROW

CARPETED AREA

1 2 3 4 5 6 7 8 9 10

SHEET ID

O M

N Y

O U

T (2

O F

D E

N D

T-

A O

D C

G U

, G

D R

B Y:

C H

D B

. S

E D

U S

R O

N A

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.

D -D

O N

Y N

O R

D Y, F R

O-007

2/O-009

1/O-008

OVERALL CEREMONY SEATING AREA AT OMAHA BEACH

0 m 30 m 60 m

1/O-009

3/O-009

4/O-009

VIDEO SCREEN

NORTH ARROW

0 m 10 m 20 m

CEREMONY SEATING SECTION1

CARPETED AREA

1 2 3 4 5 6 7 8 9 10

SHEET ID

O M

N Y

O U

T (3

O F

D E

N D

T-

A O

D C

G U

, G

D R

B Y:

C H

D B

. S

E D

U S

R O

N A

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.

MEDIA RISERS

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 & TOWERS, LIGHT STANDS &

TOWERS, VIDEO WALLS, AND SOUND BOOTH 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. WOODEN PLATFORM SUPPORTING SEATING AREA

SHALL BE DESIGNED AND CONSTRUCTED WITH

VIBRATION MITIGATION PER THE MEDIA EQUIPMENT

REQUIREMENTS.

6. SEAT SIZE AND SPACING SHALL COMPLY WITH IBC

REQUIREMENTS. PROPOSED LAYOUTS PROVIDES

SEATING FOR A TOTAL OF 12,469 PERSONNEL

(INCLUDING THE SEATING ON STAGE) .

7. THE ELEVATION CHANGE FROM THE STAGE AREA TO

THE OVERLOOK IS ACCOMPLISHED OVER THE

AVAILABLE LENGTH WITH A BUILT UP STRUCTURE. THE

STRUCTURE IS TEMPORARY AND A 1:9 RAMP DESIGN

AND CONSTRUCTION SHALL COMPLY WITH APPLICABLE

BUILDING CODES AND STANDARDS.

8. RAMP IS INTENDED FOR PRESIDENTIAL DESCENT TO

OVERLOOK. INCLUDE NON-ADA SIGNAGE.

9. ACCESSIBILITY RAMPS ARE TO BE PROVIDED WITH A

1:12 MAX SLOPE AND COMPLY WITH ADA AND HOST

NATION CODES AND STANDARDS.

10. TRI-LEVEL MEDIA PLATFORMS ARE ISOLATED FROM

GENERAL SEATING AREA.

11. INSTALL SIGNAGE INDICATING FLOOR PATHS AND

DIRECTIONS TO LATRINES.

D -D

O N

Y N

O R

D Y, F R

WHEEL CHAIR SEATING (TYP)

O-008

247 SEATS

256 SEATS

240 SEATS

251 SEATS

260 SEATS

720 SEATS

ADA ACCESSIBLE RAMP

SPEAKER STAND

SPEAKER STAND (TYP)

MEDIA

RISER

MEDIA

RISER

STAGE AREA

SEE SHEET O-010

TEMPORARY BARRIER TO SEPARATE SEATING AREAS

SOUND BOOTH

LIGHT TOWER

SPEAKER TOWER

LIGHT TOWER

SPEAKER TOWER

SPEAKER

TOWER

720 SEATS

1:9 RAMP (TYP)

REFER TO NOTE 7

ADA ACCESSIBLE RAMP (TYP)

REFER TO NOTE 9

294 SEATS

MEDIAPLATFORM

RAMP SLOPE DIRECTION

END OF BUILT UP

RAMP STRUCTURE

REFER TO NOTE 7

LEVEL LANDING

REFER TO NOTE 8

COVERED BAND PLATFORM

15m x 7m

JTAC/AIR CONTROL

INTERLOCKING CROWD CONTROL BARRIER (TYP)

NORTH ARROW

CARPETED AREA

O-009

1 2 3 4 5 6 7 8 9 10

SHEET ID

O M

N Y

O U

T (4

O F

D E

N D

T-

A O

D C

G U

, G

D R

B Y:

C H

D B

. S

E D

U S

R O

N A

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.

D -D

O N

Y N

O R

D Y, F R

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

300 SEATS

420 SEATS

380 SEATS

480 SEATS

600 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

ADA ACCESSIBLE RAMP (TYP)

REFER TO NOTE 5

ADA ACCESSIBLE RAMP

SPEAKER STAND

SPEAKER TOWER

VID

SCREEN

VID

SCREEN

VIDEO SCREEN

D -D

O N

SHEET ID

N O

R M

Y, F

C E

O U

R G

A T

M O

N U

D E

N D

T-

A O

D C

G U

, G

N B

B Y:

. S

E D

U S

R O

N A

O-010

542ND

JUGGERNAUTS

.\542 Polo Logo.jpg

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. RAISED FLOOR STEPS ARE TO BE 203 mm AT EACH

STEP LOCATION. RAMPS WITH 1:12 MAX SLOPE ARE TO

BE PROVIDED BOTH SIDES AS SHOWN.

3. OVERHEAD STAGE STRUCTURE SHALL BE

SELF-SUPPORTING AND AVOID INTERACTION WITH ALL

EXISTING MONUMENT INFRASTRUCTURE.

4. 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.

5. 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

TOILETS

HAND WASH SINK

9m x m

G E

NORTH ARROW

ENLARGED SITE PLAN AT MONUMENT

RAMP LANDING, FLAT

..\..\542 Polo Logo.jpg

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

± 0.0

+635mm

+6 m m

+8 m m

1m m

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

SHEET ID

. M

U T

D E

N D

T-

A O

D C

G U

, G

D D

N B

D C

B Y:

. S

E D

U S

R O

N A

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.

GENERAL SHEET NOTES

NORTH ARROW

0 m 25 m 50 m

OVERALL SITE PLAN AT ST. MERE EGLISE1

NORTHERN PARCEL

SEE SHEETS S-003A, S-003B

SOUTHERN PARCEL A

SEE SHEETS S-002A, S-004

EXISTING BUILDING

(INCLUDED IN SOUTHERN PARCEL)

PARKING 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.

D -D

O N

Y N

O R

D Y, F R

SOUTHERN PARCEL B

SEE SHEETS S-002B

ECU

542ND

1 2 3 4 5 6 7 8 9 10

SHEET ID

. M

O U

N P

C O

D E

N D

T-

A O

D C

G U

, G

D R

B Y:

C H

D B

. S

E D

U S

R O

N A

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.

GENERAL SHEET NOTES

NORTH ARROW

0 m 20 m 40 m

ST. MERE EGLISE LSA SOUTHERN PARCEL A - COA 11

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

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.

D -D

O N

Y N

O R

D Y, F R

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

HANDWASH SINK (TYP)

EXISTING BUILDING EXTERIOR WALLS TO

MAKE UP SITE PERIMETER, REFER TO NOTE 10

ABO 10m x 10m (TYP)

LAUNDRY

SHEET ID

. M

O R

N P

C O

D E

N D

T-

A O

D C

G U

, G

D R

B Y:

C H

D B

. S

E D

U S

R O

N A

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.

GENERAL SHEET NOTES

NORTH ARROW

0 m 20 m 40 m

ST. MERE EGLISE LSA SOUTHERN PARCEL B- COA 11

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.

D -D

O N

Y N

O R

D Y, F R

23FENCE LINE (TYP)

ECP TENT

SHEET ID

. M

O R

N P

C O

D E

N D

T-

A O

D C

G U

, G

D R

B Y:

C H

D B

. S

E D

U S

R O

N A

S-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.

GENERAL SHEET NOTES

NORTH ARROW

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.

D -D

O N

Y N

O R

D Y, F R

FENCE LINE (TYP)

HANDWASH SINK (TYP)

DOUBLE GATE

Normandy G-000

Normandy G-001

G-001

Normandy C-001

C-001

Normandy C-002

C-002

Normandy C-003

C-003

Normandy C-004

C-004

Normandy O-001

O-001

Normandy O-002

O-002

Normandy O-003

O-003

Normandy O-004

O-004

Normandy O-005A

O-005A

Normandy O-005B

O-005B

Normandy O-006

O-006

Normandy O-007

O-007

Normandy O-008

O-008

Normandy O-009

O-009

Normandy O-010

G-001

Normandy S-001

S-001

Normandy S-002A

S-002A

Normandy S-002B

S-002B

Normandy S-003A

S-003A

File details come from the government source that posted it. Updated Mar 14, 2024.