W9127821R0048 AM03 DRAWINGS.pdf

US Army Corps of Engineers®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE, AL 36602

MUNITIONS MAINTENANCE FACILITY AND IGLOOS.

EGLIN AIR FOCE BASE, FLORIDA

MOBILE DISTRICT PROJECT CODE : MHF20006

RFP NUMBER : W9127821R0048

JUNE 2021

CONSTRUCTION OF MUNITIONS MAINTENANCE

FACILITY SHALL BE IN ACCORDANCE WITH

ICD/ICS 705 VERSION 1.5 TECHNICAL

SPECIFICATIONS FOR CONSTRUCTION AND

MANAGEMENT OF SENSITIVE COMPARTMENTED

INFORMATION FACILITIES AND UFC-4-010-05

SENSITIVE COMPARTMENTED INFORMATION

FACILITIES PLANNING, DESIGN AND

CONSTRUCTION.

AMENDMENT NO. 0003

US Army Corps of Engineers

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SHEET INDEX

SHEET

NUMBER SHEET TITLE

A-601 PARTITION TYPES

A-602 SECURITY/SOUND ISOLATION DETAILS

A-603 DOOR SCHEDULE AND DETAILS

A-604 DOOR DETAILS

A-605 INTERIOR DOOR DETAILS

A-606 OVERHEAD COILING DOOR DETAILS

I-101 COMPOSITE FURNITURE PLAN AND FURNITURE SCHEDULE

I-111 COMPOSITE FINISH SIGNAGE PLANS

I-601 ROOM FINISH PLAN AND DETAILS

I-602 SIGNAGE SCHEDULE AND DETAILS

FIRE PROTECTION

FL100 LIFE SAFETY ANALYSIS

FL101 EGRESS PLANS

FX001 FIRE SUPPRESSION NOTES AND DETAILS

FX101 FIRE SUPPRESSION PLAN

FX701 FIRE PUMP LAYOUT

FA001 FIRE ALARM & MASS NOTIFICATION LEGEND

FA101 FIRE ALARM & MASS NOTIFICATION PLAN

FA501 FIRE ALARM & MASS NOTIFICATION DETAILS AND DIAGRAM

PLUMBING

P-001 PLUMBING LEGEND

P-101 DOMESTIC WATER FLOOR PLAN

P-102 SANITARY AND VENT FLOOR PLAN

P-103 COMPRESSED AIR FLOOR PLAN

P-401 PLUMBING ENLARGED PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-504 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 DOMESTIC AND COMPRESSED AIR 3D VIEW

P-902 SANITARY AND VENT 3D VIEW

MECHANICAL

M-001 HVAC LEGEND

M-101 HVAC FLOOR PLAN

M-301 HVAC BUILDING SECTIONS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-503 HVAC DETAILS

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES

M-700 HVAC CONTROLS

M-701 HVAC CONTROLS

M-702 HVAC CONTROLS

M-703 HVAC CONTROLS

M-704 HVAC CONTROLS

M-705 HVAC CONTROLS

M-900 HVAC ISO

ELECTRICAL

E-001 ELECTRICAL LEGEND

ES101 ELECTRICAL SITE PLAN

ES102 ELECTRICAL SITE PLAN

ES501 ELECTRICAL PRIMARY DETAILS

ES502 ELECTRICAL SECONDARY DETAILS

ES601 ELECTRICAL SITE RISER DIAGRAM

EG101 GROUNDING PLAN

EG102 CATENARY LIGHTNING PROTECTION PLAN

EG201 CATENARY LIGHTNING PROTECTION ELEVATIONS

EG501 GROUNDING DETAILS

EG502 CATENARY LIGHTNING PROTECTION DETAILS

EC501 CATHODIC PROTECTION DETAILS

EC502 CATHODIC PROTECTION DETAILS

EC503 CATHODIC PROTECTION DETAILS

EL101 LIGHTING PLAN & SCHEDULES

EL501 LIGHTING DETAILS

EL601 LIGHTING CONTROLS SCHEDULE & DIAGRAMS

EP101 POWER PLAN & ELECTRICAL CIRCUIT SCHEDULE

EP501 POWER DETAILS

EP601 POWER RISER

EP602 ELECTRICAL PANEL SCHEDULES

EP603 ELECTRICAL PANEL SCHEDULES

EP604 ELECTRICAL PANEL SCHEDULES

EP605 ELECTRICAL PANEL SCHEDULES

EY001 ELECTRONIC SYSTEMS LEGEND

EY101 ELECTRONIC SYSTEMS PLAN

EY501 ACCESS CONTROL SYSTEM DETAILS & RISER

EY502 INTRUSION DETECTION SYSTEM DETAILS & RISER

TELECOM

T-001 TELECOMMUNICATION LEGEND

TS101 TELECOMMUNICATIONS SITE PLAN

TS102 TELECOMMUNICATIONS SITE PLAN

TS103 TELECOMMUNICATIONS SITE PLAN

TS501 TELECOMMUNICATIONS OSP DETAILS

TS601 TELECOMMUNICATIONS SITE RISER DIAGRAM

TN101 TELECOMMUNICATION PLAN

TN501 TELECOMMUNICATION DETAILS

TN502 TELECOMMUNICATION DETAILS

TN503 TELECOMMUNICATION DETAILS

TN601 TELECOMMUNICATION RISER

SHEET INDEX

SHEET

NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

CIVIL

C-001 LOCATION/VICINITY MAP

C-002 ABBREVIATIONS

C-003 LEGEND

C-004 GENERAL NOTES

C-005 HAUL ROUTE AND CONSTRUCTION STAGING AREA

C-006 TRAFFIC CONTROL DETAILS

C-110 PROJECT OVERVIEW AND KEY MAP BASE BID MUNITIONS MAINT. FACILITY

AND BID OPTION IGLOO STORAGE MODULE SITE

V-101 SURVEY MONUMENTATION

VF100 SHEET INDEX MUNITIONS AND IGLOO FACILITIES UTILITY SURVEY

VF101 EXISTING CONDITIONS (1 OF 9)

VF102 EXISTING CONDITIONS (2 OF 9)

VF103 EXISTING CONDITIONS (3 OF 9)

VF104 EXISTING CONDITIONS (4 OF 9)

VF105 EXISTING CONDITIONS (5 OF 9)

VF106 EXISTING CONDITIONS (6 OF 9)

VF107 EXISTING CONDITIONS (7 OF 9)

VF108 EXISTING CONDITIONS (8 OF 9)

VF109 EXISTING CONDITIONS (9 OF 9)

CD101 DEMOLITION PLAN MUNITIONS MAINT. FACILITY

CD102 BID OPTION DEMOLITION PLAN IGLOO STORAGE MODULES

CS101 SITE PLAN MUNITIONS MAINT. FACILITY

CS102 BID OPTION SITE PLAN IGLOO STORAGE MODULES

CS501 FE-6 SECURITY FENCE DETAILS

CS502 DUMPSTER ENLARGEMENT PLAN AND APRON DETAILS

CS503 MUNITIONS MAINT. FACILITY ACCESS RAMP ENLARGMENT PLAN AND RAIL

DETAILS

CS504 MUNITIONS MAINT. FACILITY RAMP WITH RAIL DETAILS

CP101 GEOMETRIC LAYOUT RDT&E MUNITIONS SITE

CP102 BID OPTION GEOMETRIC LAYOUT IGLOO STORAGE MODULES

CP201 PROJECT PROFILE MUNITIONS ACCESS DRIVE

CP301 TYPICAL PAVEMENT SECTIONS

CP302 TYPICAL PAVEMENT SECTIONS

CP401 JOINT LAYOUT PLAN RDT&E MUNITIONS FACILITY

CP402 BID OPTION JOINT LAYOUT PLAN IGLOO STORAGE MODULES

CP403 ENLARGEMENT OF APRON RAMPS MUNITIONS MAINT. FACILITY

CP501 PAVEMENT DETAILS

CP502 PAVING DETAILS

CP503 PAVEMENT MARKING DETAILS

CP504 SPECIAL PAVEMENT DETAILS

CG101 GRADING PLAN RDT&E MUNITIONS FACILITY SITE

CG102 BID OPTION GRADING PLAN IGLOO STORAGE MODULES

CG301 BID OPTION DRAINAGE SECTION IGLOO STORAGE MODULES

CG302 DRAINAGE SECTIONS

CG401 JOINT GRADING PLAN MUNITIONS MAINT. FACILITY

CG402 BID OPTION JOINT GRADING PLAN IGLOO STORAGE MODULE

CG403 STOMRWATER MANAGEMENT FACILITY MUNITIONS MAINT. FACILITY

CG404 RAMP ELEVATION PLAN MUNITIONS MAINT. FACILITY

CG501 DRAINAGE DETAILS

CG701 BMP PLAN MUNITIONS MAINT. FACILITY SITE

CG702 BMP PLAN MUNITIONS MAINT. CONTRACTOR STAGING AREA

CG703 BID OPTION BMP PLAN IGLOO STORAGE MODULES

CG704 VEGETATION PLAN MUNITIONS MAINT. FACILITY

CG705 BID OPTION VEGETATION PLAN IGLOO STORGE MODULES

CG801 BMP PROJECT DETAILS

CU101 OVERALL UTILITY LAYOUT

CU201 GRAVITY SEWER PROFILE

CU501 WATER DETAILS

CU502 WATER DETAILS

CU503 FIRE WATER DETAILS

CU504 SEWER DETAILS

CU505 LIFT STATION DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES DESIGN LOADS & ABBREVIATIONS

S-101 FOUNDATION AND SLAB PLAN

S-102 BRIDGE CRANE FRAMING PLAN

S-103 ROOF FRAMING PLAN

S-201 FRAMING ELEVATIONS

S-301 FOUNDATION SECTIONS

S-302 ROOF FRAMING SECTIONS

S-500 TYPICAL STRUCTURAL DETAILS

S-501 TYPICAL STRUCTURAL DETAILS

S-502 TYPICAL STRUCTURAL DETAILS

ARCHITECTURAL

A-001 GENERAL NOTES, ABBREVIATIONS

A-002 AIR BARRIER FLOOR PLAN

A-101 COMPOSITE FLOOR PLAN

A-102 DIMENSION PLAN

A-103 REFLECTED CEILING PLAN

A-104 ROOF PLAN

A-201 NORTH AND SOUTH ELEVATIONS

A-202 EAST AND WEST ELEVATIONS

A-301 BUILDING CROSS SECTION

A-302 BUILDING LONGITUDINAL SECTION

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-320 WALL DETAILS

A-400 ENLARGED RESTROOM PLANS AND ELEVATIONS

A-401.1 RESTROOM DETAILS (REPLACED)

A-402 ENLARGED BREAKROOM PLANS

A-510 ROOF DETAILS

MECHANICAL SPECIALTIES FLOOR PLAN & SCHEDULEMS101

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GENERAL NOTES

1. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY EGLIN

AFB SECURITY POLICE WHEN ENTERING THE WORK AREA AND MAY

EXPERIENCE DELAYS. ALL VEHICLES ENTERING THE WORK AREA MUST HAVE

CURRENT/VALID REGISTRATION, CURRENT/VALID INSURANCE, AND

CURRENT/VALID DRIVERS LICENSE FOR THE OPERATOR.

2. THE CONTRACTOR SHALL PROVIDE AND INSTALL A PROFESSIONALLY

PAINTED SIGN, MEETING COR APPROVAL, AT THE CONSTRUCTION

ENTRANCE TO DIRECT MATERIAL SUPPLIERS AND EMPLOYEES TO THE

CONSTRUCTION SITE.

3. ALL CONSTRUCTION EQUIPMENT AND CONTRACTOR CONSTRUCTION

VEHICLES SHALL BE MARKED WITH COMPANY PAINTED DESIGNS, INSIGNIAS

OR OTHER COMPANY MARKINGS, WHICH ARE CLEARLY VISIBLE.

4. THE CONTRACTOR CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC

SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN REVERSE.

5. THE CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE

PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL

EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAY TO EMERGENCY

VEHICLE RESPONSE TIME.

6. THE CONTRACTOR'S STAGING AREA SHALL BE SUBJECT TO APPROVAL BY

COR. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITY, THE

CONTRACTOR'S CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE

PARKED IN THE CONTRACTOR'S STAGING AREA.

7. STAGING AREA AND ANY OTHER AREA DISTURBED BY CONTRACTOR DURING

CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION

OF EXISTING SITE, SUBJECT TO THE APPROVAL OF THE COR.

8. THE CONTRACTOR SHALL COORDINATE WITH COR REGARDING ANY

GOVERNMENT-OWNED EQUIPMENT REQUIRING RELOCATION TO COMPLETE

WORK.

9. THROUGHOUT CONSTRUCTION, WEEKLY BRIEFINGS SHALL BE CONDUCTED

BY THE CONTRACTOR WITH THE COR, FOR THE PURPOSE OF COORDINATING

CONSTRUCTION ACTIVITIES AND SCHEDULING NEARBY.

10. THE BASE COMMANDER AND/OR THE ACO SHALL HAVE THE AUTHORITY TO

IMMEDIATELY SUSPEND AUTHORIZATION TO WORK FOR SECURITY

REASONS.

11. THE CONTRACTOR IS REQUIRED TO SURVEY ALL UTILITY LINES AND

APPURTENANCES IMMEDIATELY AFTER INSTALLATION FOR UPDATING

RED-LINE AS-BUILT DRAWINGS MAINTAINED ON-SITE BY THE CONTRACTOR.

USING THE FLORIDA NORTH STATE PLANE COORDINATE SYSTEM FOR THE

HORIZONTAL DATUM AND NAVD 88 FOR THE VERTICAL DATUM.

12. EGLIN AFB HAS NO DESIGNATED SPOIL AREAS. CONTRACTOR IS TO REMOVE

NON-COMBUSTIBLE MATERIALS, WASTE AND UNSUITABLE MATERIAL OFF

BASE AND DISPOSE OF PROPERLY.

13. THE CONTRACTOR IS TO SUBMIT TRAFFIC CONTROL PLAN TO THE COR.

TRAFFIC CONTROL SHALL CONFORM TO THE MOST CURRENT MUTCD AND

FDOT DESIGN STANDARD.

14. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES

(UNDERGROUND AND ABOVE) WITHIN THE PROJECT LIMITS PRIOR TO

BEGINNING OF CONSTRUCTION.

15. TEMPORARY POWER, SEWER AND WATER SHALL BE PROVIDED BY

CONTRACTOR. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS

FOR TEMPORARY UTILITY RATES FOR PAYMENTS RENDERED TO THE

GOVERNMENT.

COORDINATION NOTES

1. THE CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT,

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE

PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING

HOURS WHILE JOB IS IN PROGRESS. THE SUPERINTENDENT SHALL BE

DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO

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

REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN

APPROVED ALTERNATE REPRESENTATIVE SHALL BE PROVIDED.

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CORDON OFF THE

WORK AREAS AND STREET CROSSINGS BY USING BARRICADES APPROVED

BY THE COR, AS NEEDED.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF THE PROJECT

AND THE EXPENSE THEREOF. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO ENSURE THAT NO IMPROVEMENTS ARE CONSTRUCTED

OUTSIDE THE PROJECT LIMITS.

EROSION CONTROL NOTES

1. BMPS SHOWN ON THE PLAN ARE NOT FINAL AND SHALL BE ADJUSTED PER

SITE CONDITIONS AT THE TIME OF CONSTRUCTION. CONTRACTOR IS NOT

LIMITED TO THE BMPS DETAILED IN THE PLAN SET AND MAY USE ADDITIONAL

BMPS AS APPROVED BY THE COR.

2. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY TO DESIGN THE EROSION

CONTROL PLAN AND IS RESPONSIBLE FOR ADHERING TO FEDERAL, STATE

AND LOCAL PERMITS FOR EROSION CONTROL. PRELIMINARY ERSOION

CONTROL PLANS HAVE BEEN PROVIDED IN THE CIVIL PLAN SET FOR

CONTRACTOR REFERENCE ONLY. FINAL DESIGN AND LAYOUT IS THE

RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL OBTAIN AN

FDEP NPDES PERMIT FOR CONSTRUCTION ACTIVITIES AT BOTH PROJECT

SITES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES AND

APPLICATION PREPARATION. ALL FDEP PERMITS SHALL BE COORDINATED

THROUGH THE COR AND APPROPRIATE SIGNATURES AS REQUIRED BY EGLIN

OFFICIALS SHALL BE ROUTED THROUGH THE CES GROUP THROUGH THE

COR.

3. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY

DISTURBANCE.

4. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND

ANY MATERIAL STOCK PILES WHEN NECESSARY TO CONTROL EROSION AND

SEDIMENT DISCHARGE.

5. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT

ITS MOVEMENT BY WIND FORCES.

6. LIMITS OF CONSTRUCTION IS DEFINED AS THOSE AREAS AFFECTED BY THE

CONTRACTOR'S OPERATIONS INVOLVING EXCAVATION, EMBANKMENT AND

FINAL GRADING REQUIRED TO COMPLETE THE WORK.

7. THE CONTRACTOR SHALL UTILIZE FDOT EROSION AND SEDIMENT CONTROL

MANAGEMENT MANUAL. FOR ADDITIONAL RESOURCES AND GUIDANCE

BEYOND WHAT IS SHOWN IN THIS PLAN SET.

8. CONSTRUCTION ENTRANCES SHALL BE LOCATED TO MINIMIZE IMPACT ON

LOCAL TRAFFIC CONDITIONS AND SHALL BE MAINTAINED FOR THE LIFE OF

THE PROJECT.

9. FOR INFORMATION ON REQUIRED FDEP CONSTRUCTION PERMIT AND BMP

PLAN SEE SECTION 01 57 19, "TEMPORARY ENVIRONMENTAL CONDITIONS".

EXCAVATION AND TRENCHES NOTES

1. OPEN TRENCHES, EXCAVATIONS, AND DEMOLITION AREAS WITHIN THE

CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH ORANGE

FENCING OR OTHER MEANS ACCEPTABLE TO THE COR.

2. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL LOCATE ALL UTILITIES.

ANY UTILITY ADJUSTMENTS, EXISTING OR PROPOSED, REQUIRED TO

COMPLETE CONSTRUCTION UNDER THIS CONTRACT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR. THIS ITEM INCLUDES, BUT IS NOT

LIMITED TO THE TEMPORARY RELOCATION OF EXISTING OVERHEAD POWER

LINES. ALL WORK PERFORMED IN THE VICINITY OF OVERHEAD POWER LINES

SHALL CONFORM TO OSHA REQUIREMENTS AND ANY OTHER APPLICABLE

(LOCAL) SAFETY REQUIREMENTS. THE CONTRACTOR IS TO REPAIR ALL

DAMAGES TO EXISTING UTILITIES THAT ARE TO REMAIN IN SERVICE

IMMEDIATELY AT NO ADDITIONAL COSTS OR EXPENSE TO THE

GOVERNMENT.

3. ALL WORK PERFORMED ADJACENT TO OR ON EXISTING ROADWAYS SHALL

COMPLY WITH CURRENT FDOT STANDARDS FOR TRAFFIC CONTROL AND

SAFETY. ALL WORK IN AND ADJACENT TO STREETS OR ROADS SHALL BE

COORDINATED WITH THE COR. THE CONTRACTOR SHALL PROVIDE THE COR

WITH A ONE-WEEK ADVANCE NOTICE PRIOR TO BEGINNING OF WORK

ADJACENT TO RANGE ROAD. NO WORK ADJACENT TO OR ON EXISTING

ROADS SHALL BE INITIATED WITHOUT PRIOR APPROVAL FROM THE COR.

4. THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS TO PERFORM

UNDERGROUND WORK.

5. THE CONTRACTOR SHALL PROVIDE WATER DIVERSIONS AS REQUIRED TO

LIMIT RAIN WATER FROM ENTERING SITE EXCAVATED AREAS. FOR

DE-WATERING REQUIREMENTS SEE SECTION 31 00 00.

SAFETY AND SECURITY REQUIREMENT NOTES

1. THE CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSHA

REGULATIONS AND USACE SAFETY MANUAL EM385-1-1.

2. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS WILL NOT BE

ALLOWED IN THE 96TH CEG MUNITIONS COMPLEX AREA. A HOT WORK

PERMIT FROM THE EGLIN AFB FIRE DEPARTMENT WILL BE REQUIRED

OUTSIDE THE CONTROLLED PERIMETER AREA.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY FENCING OR

OTHER SECURITY MEASURES REQUIRED TO PROTECT WORK AREA OR

EQUIPMENT DURING CONSTRUCTION. ORANGE SAFETY FENCE SHALL BE

INSTALLED PRIOR TO INITIATING ANY DEMO WORK.

4. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF THE

REQUIRED CONSTRUCTION CAN BE PERFORMED WITHIN THE AREA

PROVIDED AND COMPLY WITH REQUIREMENTS OF THE SAFETY AND HEALTH

REGULATIONS OSHA FOR CONSTRUCTION PROJECTS OF THIS TYPE. ANY

SAFETY MEASURES OR METHOD OF CONSTRUCTION THAT IS NECESSARY IN

THE CONSTRUCTION OF THIS PROJECT TO COMPLY WITH THESE

REGULATIONS IS THE CONTRACTOR'S RESPONSIBILITY.

SURVEYORS NOTES

1. THE SURVEY DEPICTED HEREON WAS PREPARED IN ACCORDANCE WITH THE

PERTINENT SECTIONS OF EM-1110-1-1000 PHOTOGRAMMETRIC MAPPING,

EM-1110-1-1002 SURVEY MARKERS AND MONUMENTATION, EM-1110-1-1003

NAVSTAR GLOBAL POSITIONING SYSTEM SURVEYING, EM-1110-1-1005

ENGINEERING AND DESIGN: CONTROL AND TOPOGRAPHIC SURVEYING,

EM-1110-1-2909 GEOSPATIAL DATA AND SYSTEMS, A/E/C TRI-STAR CADD

STANDARDS, AND MINIMUM TECHNICAL STANDARD MTS REQUIREMENTS AS

DEFINED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND

MAPPERS.

2. NO ENVIRONMENTAL JURISDICTIONAL LINES HAVE BEEN DETERMINED BY

FLORABAMA GEOSPATIAL SOLUTIONS, LLC.

3. APPARENT USES ARE AS SHOWN. NO APPARENT USES WERE DETERMINED.

THIS IS NOT A BOUNDARY SURVEY.

4. HORIZONTAL AND VERTICAL CONTROL USED IN THIS SURVEY WERE

DETERMINED FROM A SITE CALIBRATED GPS NETWORK. THE CONTROL

POINTS AND VALUES ARE IN THE TABLE ABOVE.

5. THE ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET AND TENTHS

(NAVD88).

6. THIS PARCEL LIES IN FLOOD ZONE X NO MINIMUM AS DETERMINED BY SCALE

FROM FEMA PANEL 12091C 0457H, DATED 12/06/202, AND FURNISHED BY FEMA

MAP SERVICE CENTER.

7. THE SURVEY MAP AND SURVEY REPORT ARE NOT FULL & COMPLETE

WITHOUT THE OTHER.

8. UTILITIES SHOWN ON THE SURVEY ARE FIELD LOCATED WITH THE

EXCEPTION OF THE SECONDARY UNDERGROUND ELECTRICAL WHICH IS

DERIVED FROM A SHAPE FILE PROVIDED BY EGLIN AFB AND IS NOT SURVEY

GRADE. ANY SECONDARY ELECTRICAL LINES THAT CONNECT THE LIGHTNING

PROTECTION SYSTEM WERE NOT IN THE PROVIDED SHAPE FILE.

9. SEE TABLE BELOW FOR PROJECT SPECIFIC MONUMENTATION CONTROL.

SEE SHEET VF-100 FOR ADDITIONAL BENCHMARKS AND SURVEY NOTES.

DEMOLITION NOTES

1. ALL MATERIAL REMOVED SHALL BE DISPOSED OF IN AN APPROVED LANDFILL

OFF GOVERNMENT PROPERTY.

ENVIRONMENTAL RESOURCES NOTES

1. THE INCLUDED AF FORM 813 SIGNED 30 MAY 2017 USES A CATEGORICAL EXCLUSION

(CATEX) THAT IS FOR STUDY EFFORTS THAT INVOLVE NO COMMITMENT OF

RESOURCES OTHER THAN PERSONNEL AND FUNDING ALLOCATIONS. ANOTHER AF

FORM 813 MUST BE SUBMITTED TO ADDRESS THE ACTUAL PROPOSED ACTION AND

ALTERNATIVES.

2. IN ACCORDANCE WITH THE COASTAL ZONE MANAGEMENT ACT (CZMA), A

DETERMINATION OF THE PROPOSED ACTION WAS REVIEWED BY THE FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP). THEIR CONCURRENCE

WITH OUR CZMA DETERMINATION WAS RECEIVED 17 JUNE 2014. THE CZMA

DOCUMENT DESCRIBES GUIDELINES UNDER WHICH THE PROJECT MUST BE

COMPLETED TO MAINTAIN CONSISTENCY WITH FLORIDA'S STATUTES AND

REGULATIONS. A COPY OF THIS DOCUMENT IS CAN BE PROVIDED BY EMAIL IF

REQUESTED. FOR QUESTIONS CONTACT RODNEY FELIX, 96 CEG/CEIEA,THROUGH

THE COR.

3. PER CONVERSATION WITH STATE CLEARINGHOUSE 20 MAY 2019, IT WAS AGREED

THIS NEGATIVE DETERMINATION FOR RCS 14-172 REMAINS APPLICABLE AND NO NEW

CONSISTENCY DETERMINATION IS NEEDED PROVIDED PREVIOUSLY ESTABLISHED

CONSERVATION MEASURES WILL BE ADHERED-TO.

4. PRIOR TO ANY TREE REMOVALS FOR THIS PROJECT, CONTACT PHIL CARTER, 96

CEG/CEIEA, 850-883-1129 OR AL SUTSKO, 96 CEG/CEIEA, 850-883-1126, THROUGH THE

COR TO VERIFY ALL ENVIRONMENTAL CONCERNS ARE ADDRESSED PRIOR TO

CONSTRUCTION. PREVIOUS ASSESSMENTS OF THE PROJECT SITE(S) INDICATED NO

DESIRABLE TREES FOR SALVAGE.

5. REFER TO THE PROJECT’S REVISED FORM 813, LOG # 57560, RCS# 21-186 FOR

DOCUMENTED ENVIRONMENTAL CONCERNS OF THE SITE. GOPHER TORTOISE

BURROWS MIGHT BE PRESENT ON SITE, BUT THE RELOCATION OF ANY TORTOISES

WILL BE EXECUTED BY BASE ENVIRONMENTAL PERSONNELL.

POC THROUGH THE COR IS RODNEY FELIX, 96 CEG/CEIEA, OR WAYNE PITTMAN, 96

CEG/CEIEA.

6. THERE ARE NO CULTURAL RESOURCES CONCERNS ANTICIPATED WITH THIS

PROJECT. HOWEVER, IF UNEXPECTED DISCOVERIES, SUCH AS NATIVE AMERICAN

GRAVES OR LOST HISTORIC CEMETERIES ARE ENCOUNTERED, GUIDELINES SET

FORTH IN CHAPTER 872, FLORIDA STATUTE (FLORIDA'S UNMARKED BURIAL LAW)

MUST BE FOLLOWED. IF HUMAN REMAINS OR ARCHAEOLOGICAL MATERIALS ARE

ENCOUNTERED DURING CONSTRUCTION, WORK SHOULD CEASE IMMEDIATELY AND

THE AREA SECURED. CONTACT THE EGLIN AFB CULTURAL RESOURCES OFFICE WITH

LYNN SHREVE OR BEN AUBUCHON, THROUGH THE COR WITHIN 24 HOURS.

7. CUT VEGETATION FROM LAND CLEARING MUST NOT BE PUT INTO THE REFUSE

SOLID WASTE STREAM FOR LANDFILL DISPOSAL. CONTRACTOR SHALL REMOVE

VEGETATION TO A SECURE, PERMITTED DISPOSAL SITE OR COLLECTED AND

TRANSPORTED FOR APPROVED RECYCLING/REUSE. COORDINATE ALL DISPOSALS

WITH MR.STEVE KAUFFMAN AT 96 CEG/CEIEC, THROUGH THE COR.

8. THIS PROJECT WILL REQUIRE A GENERAL ERP STORMWATER ENVIRONMENTAL

RESOURCE PERMIT PURSUANT TO CHAPTER 62-330 FAC AS THE PROJECT INCLUDES

MORE THAN 4,000 SQ FT OF IMPERVIOUS OR SEMI-IMPERVIOUS SURFACES SUBJECT

TO VEHICULAR TRAFFIC, 9,000 SQ FT OF TOTAL IMPERVIOUS SURFACES, AND OR

MORE THAN 1 ACRE OF PROJECT AREA AND IS PART OF A LARGER COMMON PLAN

OF DEVELOPMENT. THE CONTRACTOR IS NOT REQUIRED TO OBTAIN THIS PERMIT,

HOWEVER THE CONTRACTOR WILL NEED TO COORDINATE WITH THE COR IF

CONSTRUCTION TIME EXCEEDS THE PERMIT ALLOTTED TIME FRAME.

9. THE CONTRACTOR MUST OBTAIN AN NPDES STORMWATER CONSTRUCTION PERMIT,

AS THE PROJECT DISTURBS A TOTAL OF ONE ACRE OR MORE OF SOIL, FROM FDEP

PURSUANT TO CHAPTER 62-621 FAC. CONTACT TIM C. LANGLEY FOR PERMIT

CONSULTATION, 96CEG/CEIEC, THROUGH THE COR.

VEGETATION NOTES

1. PROVIDE SOLID SOD ON ALL AREAS DESIGNATED TO RECEIVE SOD.

2. PROVIDE SEEDING ON ALL GRADED, SCARRED OR DISTURBED AREAS AS

INDICATED ON THE VEGETATIVE PLANS.

3. THE SITE IS CONSIDERED TO HAVE NO TOPSOIL PRESENT. ALL TOPSOIL

SHALL BE BROUGHT IN FROM AN OFFSITE COMMERCIAL SOURCE FOR

PROJECT USE.

SPECIAL PROJECT SITE ACCESS NOTES

1. THE CONTRACTOR SHALL NOTE THAT BOTH PROJECT SITES, THE IGLOO

FACILITY AND THE MUNITIONS FACILITY, BEING PROPOSED TO BE

CONSTRUCTED ARE LOCATED WITHIN THE 96TH CEG MUNITIONS COMPLEX

WHICH IS A CONTROLLED AND SECURE LOCATION ON EGLIN AIR FORCE

BASE. ESCORT WITHIN THE COMPLEX WILL BE REQUIRED THROUGHOUT

EACH SITES CONSTRUCTION TIME FRAME. TO MITIGATE ESCORT, THE 96TH

CEG GROUP HAS AGREED TO ALLOW THE INSTALLATION OF A TEMPORARY

SECURITY CONSTRUCTION FENCE AROUND THE MUNITIONS SITE TO

TEMPORARILY ESTABLISH A PERIMETER FENCE BOUNDARY THAT WOULD

ALLOW FOR THE MAJORITY OF THE FACILITY SITE TO BE CONSTRUCTED

WITHOUT ESCORT. THE CONTRACTOR WILL COORDINATE WITH THE COR

AND THE 96TH CEG REPRESENTATIVE FOR A FINAL APPROVED TEMPORARY

FENCE LOCATION. THE CONTRACTOR SHALL NOTE THAT THE TEMPORARY

SECURITY CONSTRUCTION FENCE IS OPTIONAL AND NOT REQUIRED TO

CONSTRUCT FOR EITHER FACILITY. SEE CD101 FOR SUGGESTED

TEMPORARY FENCING LOCATION. A FINAL FE-6 SECURITY FENCE WILL BE

REQUIRED TO RE-ESTABLISH THE COMPLEX PERIMETER POST

CONSTRUCTION. PERMANENT FE-6 FENCING LOCATION CAN BE FOUND IN

THE CIVIL PLANS.

2. THE ROADWAY BETWEEN THE MSA GATE 4 AND PERIMETER ROAD IS USED

FOR EMERGENCY INGRESS/EGRESS AND SHALL NOT BE BLOCKED OR

OBSCURED.

GENERAL PROJECT PHASING NOTES:

PHASE I:

· ESTABLISH CONTRACTOR STAGING AREA

· ESTABLISH MOT (MAINTENANCE OF TRANSPORTATION) ALONG PEREMITER ROAD, AND

WITHIN THE 96TH CEG MUNITIONS COMPLEX AS REQUIRED. COORDINATE ALL MOT PLANS

WITH COR PRIOR TO IMPLEMENTATION.

· CONSTRUCT APPROVED TEMPORARY SECURITY FENCE AT RDT&E MUNITIONS SITE

· INSTALL CONSTRUCTION ENTRANCE AND TEMPORARY CONSTRUCTION AGGREGATE ACCESS

ROAD AS NECESSARY FOR IMPROVED SITE ACCESS

· INSTALL BEST MANAGEMENT PRACTICES AS INDICATED IN THIS CONSTRUCTION PLAN SET

AND AS NECESSARY TO MEET STATE AND FEDERAL REQUIREMENTS

· BEGIN SITE DEMOLITION, CLEARING AND GRUBBING

PHASE II

· BEGIN CONSTRUCTION OF RDT&E MUNITIONS FACILITY

· ESTABLISH CONTRACTOR STAGING AREA AT IGLOO SITE

· BEGIN CONSTRUCTION OF IGLOO SITE

PHASE III:

· PAVE AND STRIPE MUNITIONS SITE AND ESTABLISH PERMANENT VEGETATION

· DECONSTRUCT TEMPORARY SECURITY FENCE, INSTALL PERMANENT SECURITY FENCE

· COMPLETE CONSTRUCTION OF IGLOO SITE

· STABILIZE IGLOO SITE WITH PERMANENT VEGETATION AS REQUIRED

· RESTORE CONTRACTOR STAGING AREAS TO PRE-EXISTING CONDITIONS

CONSTRUCTION OF MUNITIONS MAINTENANCE

FACILITY SHALL BE IN ACCORDANCE WITH

ICD/ICS 705 VERSION 1.5 TECHNICAL

SPECIFICATIONS FOR CONSTRUCTION AND

MANAGEMENT OF SENSITIVE COMPARTMENTED

INFORMATION FACILITIES AND UFC-4-010-05

SENSITIVE COMPARTMENTED INFORMATION

FACILITIES PLANNING, DESIGN AND

CONSTRUCTION.

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REFLECTED CEILING PLAN NOTES

1. PROVIDE ACCESS PANELS IN GYPSUM BOARD CEILING AT

LOCATIONS REQUIRING MAINTENANCE ACCESS TO

PLUMBING,MECHANICAL, AND ELECTRICAL COMPONENTS.

2. PROVIDE BATT INSULATION ABOVE THE CEILING IN ROOMS; 111

ELECTRICAL AND 112 COMMUNICATIONS.

3. SEE STRUCTURAL FOR ADDITIONAL PEMB INFORMATION.

4. COORDINATE LOCATIONS OF MECHANICAL AND ELECTRICAL

EQUIPMENT WITH MECHANICAL AND ELECTRICAL DRAWINGS.

GWB CEILING

EXIT SIGN LOCATION

(REFER TO FA/FL DWGS )

2' x 4' DOWNLIGHT SEE

ELECTRICAL DRAWINGS

3" X 4' PENDANT SEE ELECTRICAL

DRAWINGS

DIFFUSER SEE

MECHANICAL DRAWINGS

EXHAUST SEE MECHANICAL

DRAWINGSCEILING HEIGHT, ABOVE FINISH FLOOR

6" x 6" RECESSED DOWNLIGHT

SEE ELECTRICAL DRAWINGS

ACT CEILING

A.F.F.1'-0"

EXPOSED TO STRUCTURE ABOVEETS

CEILING LEGEND

RETURN SEE MECHANICAL

DRAWINGS

PRE-FINISHED

METAL SOFFIT

1' 3" x 3' 8" PENDANT SEE

ELECTRICAL DRAWINGS

ETS

A.F.F.10' - 0"

A.F.F.10' - 0"

A.F.F.10' - 0"

A.F.F.10' - 0"

A.F.F.10' - 0"A.F.F.10' - 0"

A.F.F.10' - 0"

A.F.F.10' - 0" A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.10' - 0"

A.F.F.10' - 0"

A.F.F.10' - 0" A.F.F.10' - 0"

A.F.F.10' - 0"

ETS ETS

ETS

ETS

ETS

BRIDGE

CRANE

TYP.

BRIDGE

CRANE

TYP.

BRIDGE

CRANE

TYP.

BRIDGE

CRANE

TYP.

CEILING

ACCESS

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PLAN NORTH

1/8" = 1'-0"1 REFLECTED CEILING PLAN

SCALE:

0 8'

1/8" = 1' - 0"

4' 16'

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CONSTRUCTION SHALL BE IN ACCORDANCE WITH ICD/ICS 705

VERSION 1.5 TECHNICAL SPECIFICATIONS FOR CONSTRUCTION AND

MANAGEMENT OF SENSITIVE COMPARTMENTED INFORMATION

FACILITIES AND UFC-4-010-05 SENSITIVE COMPARTMENTED

INFORMATION FACILITIES PLANNING, DESIGN AND CONSTRUCTION.

A-400

A-400

A-400 4 5

6B

DF 3'-

1"

2'-8" 2'-7" 2'-8"

'-8

12'-3"

5'-0" CLEAR

7'-

3'-0"

3'- 6"

7'-8"

3'-6"8'-5"

3'- 0"

5'-2" 3'-2"

PTDWR

SDSD

PTDWR

SDSDEHD

EHD

7'-8"

GB GB

GB

GB

SND SND

TTD TTD

TTD

TTD

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

4'-3"

8'-5"

5'-0" CLEAR5'-

3"

5'-2" 3'-0"

SC

SC

SC

SC

SC

SC

4"+ CHASE

CLEAR

3'-0"CL

EA

R

3'- 0"

7'-1"

4'- 6"

3'- 6"

SLOPE TO

DRAIN

SLOPE TO

DRAIN

A-401.1

SLOPE TO

DRAIN

MG

TP

MG 1

SLOPE TO

DRAIN

SLOPE TO

DRAIN

TTD

40 DIA GB

40 DIA GB

BOT./MIRROR

PTDWR

MIRROR

SND

MG

3' - 5" MAX

4' - 6" MAX

4" 1'

6"

1' - 6"

3' - 6"

1'

7" A

D A

M

AX

MIN.

8"

1'

3" M

IN

4' - 6"

1'

0"

2' - 0"

3'

0" 3'

4"

3'

3"

2'

3'

4" M

AX

2'

5"

1'

7"

MIN

8"

VINYL KNEE

BURN GUARD

11"

SD

3'

0"

ADA BACK WALL ADA SIDE

WALL

2' - 0"

1'

3"

GRAB BAR -

SHOWER

HORIZONTAL

(GB3)

FOLDING

SHOWER SEAT

(FSS)

SHOWER CURTAIN

ROD (SCR) W/

SHOWER CURTAIN

(SC)

TRANSFER SHOWER

GRAB BARS

(GB3)

MAX.

1' - 3"

SHOWER SIDE WALL

CONTROLS

MIN.

3' - 0" CLEAR

1' - 6"

TOILET ROOM ACCESSORIES LEGEND AND MOUNTING HEIGHTS

REACH

HEIGHTS FOR

ACCESSORIES15

"-4 8"

MG

1' - 6"

4'

0" 1'

6"

MG MG

SD SD

PTDWR

URNURNURN

LIGHT FIXTURE SEE ELEC.

CEILING AS SCHEDULED

TILE

2'-

2'- 5"

6'- 3"

1'- 5"

TILE

REMOVABLE

UNDER-SINK

PANEL - ADA

2'- 0"

MG MG

SD SD

LIGHT FIXTURE SEE ELEC.

CEILING AS SCHEDULED

TILE

2'- 5" 2'-

6'- 3"

PTDWR EHD

TILE

REMOVABLE

UNDER-SINK

PANEL - ADA

LIGHT

FIXTURE SEE

ELEC.CEILING AS

SCHEDULED

LIGHT

FIXTURE

SEE ELEC.

SC

TILE

SHOWER BEYOND

TILE CONTINUED BEYOND

ACCESSORY LEGEND:

DF DRINKING FOUNTAIN

EHD ELECTRICAL HAND DRYER

FSS FOLDING SHOWER SEAT

GB GRAB BAR

MG MIRROR, GLASS

PTDWR PAPER TOWEL DISPENSER/ WASTE RECEPTACLE

SD SOAP DISPENSER

SH SOAP HOLDER RECESSED

SC SHOWER CURTAIN

SND SANITARY NAPKIN DISPOSER

TP TOWEL PIN

TTD TOILET TISSUE DISPENSER

URN URINAL

GENERAL NOTES:

1. APPLY A CONTINUOUS BEAD OF SEALANT AROUND ALL FIXTURES WHERE

FIXTURE INTERFACES WITH THE FLOOR OR WALL

2. CONTRACTOR SHALL PROVIDE BLOCKING FOR MOUNTING / INSTALLING OF

ACCESSORIES, MATCH FRAMING MEMBER SIZE.

3. CONTRACTOR SHALL INSTALL ADEQUATE BLOCKING TO SUPPORT ALL FIXTURES,

AND ENSURE SUPPORT MEETS FIXTURE MANUFACTURER REQUIREMENTS.

4. REFER TO THIS SHEET FOR EQUIPMENT MOUNTING HEIGHTS AND DIMENSIONS

5. REFER TO SHEET A-601 FOR PARTITION TYPES.

6. REFER TO PLUMBING DRAWINGS FOR TOILET/FIXTURE TYPES

DIMENSION PLAN NOTES

1. ALL DIMENSIONS ARE FROM FACE OF CONCRETE OR

FACE OF STUD.

2. EXTERIOR DIMENSIONS ARE FROM FACE OF PRECAST

SPLITFACE THINSET.

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1/2" = 1'-0"1 ENLARGED RESTROOM PLAN

1/2" = 1'-0"2 ENLARGED ELEVATION

1/2" = 1'-0"3 ENLARGED ELEVATION 2

1/2" = 1'-0"4 ENLARGED ELEVATION 3

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1/2" = 1' - 0"

1' 4'

CONSTRUCTION SHALL BE IN ACCORDANCE WITH ICD/ICS 705

VERSION 1.5 TECHNICAL SPECIFICATIONS FOR CONSTRUCTION AND

MANAGEMENT OF SENSITIVE COMPARTMENTED INFORMATION

FACILITIES AND UFC-4-010-05 SENSITIVE COMPARTMENTED

INFORMATION FACILITIES PLANNING, DESIGN AND CONSTRUCTION.

2" 2"

CAST TERRAZZO ACCESSIBLE

SHOWER PAN WITH

ADA COMPLIANT ROLL-IN,

FRONT TRENCH, RECEPTOR

DRAIN PIPE, SEE

PLUMBING

REMOVABLE STAINLESS

STEEL TRENCH PLATE

1/ 2"

CONT. SEALANT AROUND

RECEPTOR PERIMETER

REINFORCED 2"

SETTING BED

FLOOR TILE AS

SCHED.

GALVANIZED METAL

STUDS AS SCHED.

VAPOR BARRIER- EXTEND

OVER FLANGE OF SHOWER

RECEPTOR

CEMENTITIOUS BOARD

GALVANIZED METAL

STUD RUNNER

TRACK

WALL TILE AS SCHEDULED

3' - 1"

ADA COMPLIANT SLOPE TO DRAIN

SLOPE TO DRAIN

NOTE:

SEE TILE COUNCIL OF AMERICA (TCNA)

DETAIL NOS. B412 & F114

UNLESS OTHERWISE NOTED

RECESSED CONC SLAB

A-401.1

0'

2" 0'

1/ 2"

CAST TERRAZZO ADA

COMPLIANT SHOWER

RECEPTOR SLOPE TO

DRAIN

CONT. SEALANT AROUND

SHOWER RECEPTOR

REINFORCED

SETTING BED

GALVANIZED METAL

STUDS SPACED AS

SCHED.

MEMBRANE WATER BARRIER -

EXTEND OVER RECEPTOR

FLANGE

CEMENTITIOUS BOARD

GALVANIZED METAL

STUD RUNNER TRACK

WALL TILE AS SCHEDULED

GAP AS REQ'D BY SHOWER

RECEPTOR MFR

TILE CONTROL JOINT

0'

2"

REINFORCED

RECESSED SLAB

FLOOR TILE AS SCHED.

MORTAR BED

CONC. SLAB,

SEE STRUCT

SLOPE FLOOR TO DRAIN

MTL STUDS AS

SCHED.

WATERPROOF

MEMBRANE

5/8" CEMENTITIOUS

BACKER BOARD

WALL TILE AS SCHED.

BOND COAT

REINFORCED RECESSED SLAB

BASE TILE AS SCHED.

NOTE:

SEE TILE COUNCIL OF AMERICA (TCNA)

DETAIL NO. F121 FOR FLOORS AND W244C FOR WALLS

UNLESS OTHERWISE NOTED

FLOOR TILE AS

SCHED.

MORTAR BED

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SCALE:

0 2"

6" = 1' - 0"

1" 4"

CONSTRUCTION SHALL BE IN ACCORDANCE WITH ICD/ICS 705

VERSION 1.5 TECHNICAL SPECIFICATIONS FOR CONSTRUCTION AND

MANAGEMENT OF SENSITIVE COMPARTMENTED INFORMATION

FACILITIES AND UFC-4-010-05 SENSITIVE COMPARTMENTED

INFORMATION FACILITIES PLANNING, DESIGN AND CONSTRUCTION.

6" = 1'-0"1 SHOWER FLR SECTION - ADA ACCESSIBLE

6" = 1'-0"2 SHOWER FLR TO WALL - ADA ACCESSIBLE

6" = 1'-0"4 TILE CONTROL JOINT

6" = 1'-0"3 TILE COVE DETAIL

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DISPATCH

MAN ROOM

TOOL ROOM

CREW CHIEFS

NCOIC

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CONFERENCE

BREAKROOM

MENS

WOMENS

JANITOR

MECH

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COMM

FIRE ROOM

MAINTENANCE

BAY

MAINTENANCE

BAY

MAINTENANCE

BAY

MAINTENANCE

BAY

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CORRIDOR

CH1

T1

CH1

CH1

CH1

CH1

TB1

CH1

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CH

CH

CH

CH

CH

CH

CH

CH

CH

CH

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WS1

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WS1

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WS1

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CH3

CH3

CH3

CH3

CH3

TB2

CH3

CH3

CH3

CH3

CH3

CH3

D1CH1

WS1

CH1

CH1

WS1

CH1

TB3

C4C4

TB3

C4

C4

TB3

C4

C4

D1

CH

S1

S1 S1

S1

S1

S1

S2 S2 S2 S2

S2 S2 S2 S2

CH

CH

CH

CH

CH

S1 S1

CH

TB3

C4C4

TB3

C4C4

TB3

C4C4

CH1

CH1

CH1

CH1

CH1

CH1

CH1

CH1

CH1

A3

A3

A3

A5

WS1

A3

A4

A1

COORDINATE IN-WALL BLOCKING WITH

WALL-MOUNTED TVS

COORDINATE IN-WALL BLOCKING WITH

WALL-MOUNTED TVS

T1

COORDINATE IN-WALL BLOCKING WITH

WALL-MOUNTED TVS

COORDINATE IN-WALL

BLOCKING WITH WALL-

MOUNTED TVS

FURNITURE LEGEND

MARK DESCRIPTION

C CHAIRS (CID)

A EQUIPMENT AND ACCESSORIES (CID)

D DESKING (CID)

TC TRASH AND WAST RECEPTACLE

S STORAGE

TB TABLES (CID)

WS WORKSTATIONS (CID)

NOTE: SEE THE CID BINDER FOR BASIS OF DESIGN FOR

INTERIOR FURNITURE AND SAMPLES

COMPREHENSIVE INTERIOR DESIGNCID

US Army Corps of Engineers

SHEET ID

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

D R

AW

N

B Y:

D

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IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

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D B

Y:

AN

SI

D

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

PR

O

JE

C

T N

U M

BE

R

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

D

ES

C R

IP

TI

O N

I-101

M U

N

IT

IO

N

S M

AI

N

TE

N

AN

C

E

FA

C

IL

IT

Y

IG

LO

O

S M

O

BI

LE

D

IS

TR

IC

T

L.

C

AS

H

M

AN

J.

C

ET

KO

SK

Y

K.

ED

W

AR

D S

J.

SC

AR

BR

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M

AR

C H

W

8-

XX

-X

-X

XX

X

W

8-

XX

-X

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M H

F2

-IN

TR

.rv t

M H

F2

ADDENDUM 0003

EG

LI

N A

IR

F

O R

C E

BA

SE

, F L

SA

IN

T

JO

SE

PH

S

TR

EE

T

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F U

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PL

AN

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1/8" = 1'-0"1 FURNITURE FLOOR PLAN

PLAN NORTH

SCALE:

0 8'

1/8" = 1' - 0"

4' 16'

M

AR

K D

AT

E

AM

D

: M

IS

C

EL

L A

N

EO

U S

R

EV

IS

IO

N S

JU

LY

ROOM SCHEDULE

Number Name

100 CORRIDOR

101 MAN ROOM

102 TOOL ROOM

103 CREW CHIEFS

104 DISPATCH

105 NCOIC

106 TDY ROOM

107 CONFERENCE

108 BREAKROOM

109 WOMENS

110 MENS

111 JANITOR

112 MECH

113 SECUR COMM

114 COMM

115 FIRE ROOM

116 MAINTENANCE BAY

117 MAINTENANCE BAY

118 MAINTENANCE BAY

119 MAINTENANCE BAY

120 ELEC. ROOM

122 MEN SHOWER

123 WOMENS SHOWER

RC1

T2

RC1

T2

RC1

T2

RC1

T2

RC1

T2

RC1

T2

RC1

T2

RC1

T2

RC1

T2

RC1

T2

RC1

T2