W912HV26Z0004 Kadena Demo Maint Hangar Backcheck Drawings DRAFT.pdf

PDF 14 MB Posted Oct 14, 2025

Attached to: DEMOLITION OF MAINTENANCE HANGAR, BUILDING 3542, KADENA AIR BASE, OKINAWA
Solicitation number: w912hv26z0004
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Oct 14, 2025

These documents are draft design and demolition plans for the Demolition of Maintenance Hangar Building 3542 at Kadena Air Base in Okinawa, Japan, prepared by Jacobs Engineering Group for the US Army Corps of Engineers Japan District. The project involves completely demolishing Building 3542 and associated infrastructure, including removing building foundations, utilities, concrete pavements, and associated site features. Key project details include:

Solicitation Number: W912HV26BA002

Project Number: LXEZ1076699

Location: Kadena Air Base, Okinawa, Japan

Planned Demolition Area: Northwest corner of Taxilane L and Taxilane P intersection

Scope Includes:

Complete building demolition
Removal of building foundation and piles to limestone soil strata
Utility disconnection and removal (electrical, water, sewer, gas lines)
Removal of concrete retaining walls and foundations
Site restoration with sodding
Erosion control and environmental management

The documents are marked as a draft backcheck submittal dated 10 October 2025, indicating the project is in the design and planning phase, with detailed specifications for demolition sequencing, safety protocols, airfield access restrictions, and environmental compliance.

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DRAFT

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Jacobs Engineering Group Inc.

777 Main Street, Fort Worth, TX 76102 USA

VICINITY MAP

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GENERAL NOTES AND REQUIREMENTS

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OVERALL VICINITY MAP

PROJECT SITE

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

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CONTRACT NO.:

ISSUE DATE:

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JAPAN DISTRICT

KADENA AIR BASE OKINAWA, JAPAN

TBD

W912HV26BA002

PN:LXEZ1076699

DEMOLITION OF MAINTENANCE HANGER

BUILDING 3542

BACKCHECK SUBMITTAL

10 OCTOBER 2025

A WORK SHALL BE IN CONFORMANCE WITH THE APPLICABLE CODES AND UNIFIED FACILITIES CRITERIA (UFC).

B VERIFY DIMENSIONS SHOWN IN THE DRAWINGS BEFORE COMMENCING WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. WRITTEN DIMENSIONS IN SCHEDULES AND DRAWINGS TAKE PRECEDENCE OVER SCALE DRAWINGS. DO NOT SCALE THE DRAWINGS. BRING ALL DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER AND AWAIT INSTRUCTIONS.

C DAMAGED ITEMS BY THE CONTRACTOR THAT ARE TO REMAIN OR ITEMS THAT ARE TO BE REPROCESSED SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

D THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

E BRACE PIPING, DUCTWORK, EQUIPMENT AND OTHER APPURTENANCES IN ACCORDANCE, WITH UFC 4-010-01 AND UFC 3-310-04.

F ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED (UON).

NAME

REGISTRATION # DATE

10 OCT 2025

TEXAS REGISTERED

ENGINEERING FIRM F-2966

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

FOR REVIEW ONLY

TX94575

ANTHONY T. RECINE

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC

777 MAIN ST., FORT WORTH TX, 76102

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SHEET INDEX

NO DRAWING TITLE

GENERAL

G-001 COVER SHEET

G-003 SHEET INDEX

G-010 DEMOLITION PHASE NOTES

GI002 DRAWING ABBREVIATIONS AND SYMBOLS

GI003 DRAWING ABBREVIATIONS CONTINUED

G-100 VICINITY MAP

G-101 DEMOLITION PHASE - DEMO B3542

GC101 EROSION CONTROL PLAN - EXISTING CORROSION CONTROL HANGAR

G-501 PHASING PLAN DETAILS

GC501 EROSION CONTROL DETAILS

HAZARDOUS

H-601 HAZARDOUS MATERIALS -EXISTING CORROSION CONTROL HANGAR

CIVIL

CD101 DEMOLITION PLAN - EXISTING CORROSION CONTROL HANGAR

CD102 DEMOLITION PLAN - CHIBANA STOCKPILE SITE

CS101 CHIBANA BALLFIELD REFURBISHMENT

CG101 GRADING PLAN - EXISTING CORROSION CONTROL HANGAR

NAME

REGISTRATION # DATE

10 OCT 2025

TEXAS REGISTERED

ENGINEERING FIRM F-2966

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

FOR REVIEW ONLY

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COORDINATION

TEMPORARY AIRFIELD CONSTRUCTION WAIVER (TCW)

1. OBTAIN TCW APPROVAL BY THE WING COMMANDER FOR CONSTRUCTION

ACTIVITY ON OR ADJACENT THE AIRFIELD PRIOR TO MOBILIZATION.

DEMOLITION PERFORMANCE PERIOD

1. TOTAL DEMOLITION TIME IS TO BE COORDINATED WITH THE CONTRACTING

OFFICER AND AIRFIELD MANAGER.

DEMOLITION PHASE REQUIREMENTS

1. REFER TO G-101 FOR PHASE REQUIREMENTS.

DEMOLITION PHASE RESTRICTIONS:

1. DEMOLITION WORK IS ENTIRELY WITHIN THE SECURE AREA, ALL

REQUIREMENTS FOR AIRFIELD ACCESS AND WORK WILL APPLY.

CONTRACTOR ACCESS

ACCESS AND STAGING AREAS

1. CONTRACTOR STAGING AREA AND ACCESS ROUTES ARE SHOWN ON

SHEET G-101.

VEHICLE AND PEDESTRIAN OPERATIONS

1. CONTRACTOR PERSONNEL REQUIRING AIRFIELD ACCESS WILL COMPLY

WITH THE CONTRACTING OFFICER, AIRFIELD MANAGER AND SECURITY

FORCES BADGING PROCEDURES.

2. INDIVIDUALS IDENTIFIED BY THE CONTRACTOR TO WORK WITHIN THE

AIRFIELD WILL UNDERGO TRAINING TO COMPLY WITH THE INSTALLATION'S

RULES FOR GROUND VEHICLE OPERATIONS AND WILL BE RESPONSIBLE

FOR MAINTAINING COMPLIANCE.

3. GOVERNMENT ESCORTS WILL BE REQUIRED ANY TIME WORK IS BEING

ACCOMPLISHED WITHIN A RESTRICTED AND/OR CONTROLLED LOCATION

OUTSIDE THE CONSTRUCTION PERIMETER FENCE LINE. CONTRACTOR IS

RESPONSIBLE TO SUBMIT TO 718 CES WORK CLEARANCE REQUEST FORM

AF103 (45 DAYS IN ADVANCE OF WORK IN RESTRICTED AREA), ESCORT

AUTHORIZATION LETTER (EAL) (30 DAYS IN ADVANCE), PHOTO

AUTHORIZATION LETTER (SUBMIT WITH EAL), AND AIRFIELD DRIVERS

PERMIT (CONTRACTOR TO SCHEDULE CLASS WITH AIRFIELD

MANAGEMENT). VEHICLES DRIVING ON THE AIRFIELD AREA REQUIRED TO

BE ON THE EAL. ONCE APPROVED, ALL VEHICLES WILL NEED TO BE

ACCOMPANIED BY THE ESCORTS TO ENTER THE ENTRY CONTROL POINT

(ECP). REQUEST FOR ESCORTS (30 DAYS IN ADVANCE) CAN BE SUBMITTED

ONCE ALL PRECEDING DOCUMENTS AND APPROVALS ARE RECEIVED.

CONTRACTOR WILL PICK UP AIRFIELD ESCORTS AT B250 EVERY MORNING

PRIOR TO PROCEEDING TO THE AIRFIELD. ESCORTS MUST BE PRESENT IN

THE AREA WHERE THE CONTRACTOR IS WORKING AT ALL TIMES AND ARE

REQUIRED TO ESCORT EACH VEHICLE ENTERING OR EXITING THE

AIRFIELD. CONTRACTOR WILL DROP ESCORTS OFF AT B250 FOR LUNCH,

PICK UP ESCORTS AFTER LUNCH TO CONTINUE WORK IN THE AFTERNOON,

AND RETURN ESCORTS TO B250 AT THE END OF EACH WORKDAY. PROVIDE

718 CES ESCORT PROGRAM WITH THE NUMBER OF WORKERS AND

VEHICLES NEEDING AIRFIELD ESCORT EVERY DAY SO THAT THE

APPROPRIATE NUMBER OF ESCORTS ARE AVAILABLE TO SUPPORT

AIRFIELD WORK. REFERENCE SPECIFICATION SECTION 01 14 00 FOR

VEHICLE OPERATION REQUIREMENTS ON THE AIRFIELD.

4. THE CONTRACTOR'S PERSONNEL AND EQUIPMENT WILL STAY WITHIN THE

INDICATED STAGING AREA, HAUL ROUTE(S), AND PHASE AS INDICATED FOR

EACH PHASE.

5. THE CONTRACTOR WILL MAINTAIN CONTROL OF ALL PERSONNEL AND

EQUIPMENT TO PREVENT UNAUTHORIZED ENTRY OF PERSONS OR

VEHICLES FROM ENTERING THE AIRFIELD.

6. THE CONTRACTOR'S VEHICLES WILL BE MARKED AND LIGHTED IN

ACCORDANCE WITH SPECIFICATION SECTION 01 14 00 WHEN OPERATING

INSIDE A SECURE AREA.

INSPECTION REQUIREMENTS

1. THE CONTRACTING OFFICER AND CONTRACTOR'S SAFETY OFFICER

WILL CONDUCT DAILY INSPECTIONS OF THE PROJECT SITE TO

ENSURE ALL SAFETY REQUIREMENTS IN THE CONTRACT

DOCUMENTS ARE MET.

2. PROJECT AREAS TO BE RE-OPENED AFTER A CLOSURE WILL BE

INSPECTED AND APPROVED BY THE CONTRACTING OFFICER,

AIRFIELD MANAGER, AND SECURITY FORCES PRIOR TO RE-OPENING.

UNDERGROUND UTILITIES

1. CONTRACTOR WILL PROVIDE TO THE CONTRACTING OFFICER,

MEANS OF LOCATING AND IDENTIFYING ALL UNDERGROUND

UTILITIES IN THE PROJECT WORK AREAS IF EXCAVATION IS

NECESSARY.

2. CONTRACTOR WILL PROVIDE TO THE CONTRACTING OFFICER,

MEANS OF PROTECTING ALL UNDERGROUND UTILITIES IN THE

PROJECT WORK AREAS.

3. CONTRACTOR WILL PROVIDE TO THE CONTRACTING OFFICER,

MEANS OF REPORTING AND REPAIRING ALL UNDERGROUND UTILITY

DAMAGES IN PROJECT WORK AREAS.

4. CONTRACTOR WILL PROVIDE TO THE CONTRACTING OFFICER,

UTILITY OWNER AND EMERGENCY CONTACT INFORMATION PRIOR

TO STARTING ANY EXCAVATION.

TAXILANE VISUAL AIDS

1. FOR TAXILANE CLOSURES, LOW LEVEL BARRICADES (REFERENCE

D1/G-501) WILL BE PLACED FULLY ACROSS THE TAXILANE

PAVEMENT INCLUDING SHOULDER PAVEMENT. BARRICADES MUST

BE SECURED IN PLACE TO PREVENT MOVEMENT BY HIGH WINDS OR

PROP WASH.

MARKING AND SIGNS FOR ACCESS ROUTES

1. ACCESS ROUTES ARE LIMITED TO HAUL ROUTES DESIGNATED IN

THE PHASED AREAS OF CONSTRUCTION.

2. APPROPRIATE MARKING AND SIGNAGE WILL BE REVIEWED BY THE

CONTRACTING OFFICER PRIOR TO ANY WORK IN THE PHASED AREA

BEGINS.

3. APPROPRIATE LIGHTING WILL BE REQUIRED IF THE CONTRACTOR

INTENDS ON WORKING DURING NIGHTTIME HOURS; REFER TO

SPECIFICATION SECTION 01 11 00.13.

HAZARD MARKING AND LIGHTING

1. DESCRIPTION - LIGHTED BARRICADES WILL BE UTILIZED TO

DENOTE HAZARDS, CLOSED AREAS, OPEN EXCAVATIONS, AND

DELINEATE WORK AREAS.

2. LOCATIONS - SEE DEMOLITION PHASE PLANS FOR LOCATIONS.

3. MAINTENANCE - CONTRACTOR IS RESPONSIBLE FOR DAILY

INSPECTIONS AND MAINTENANCE OF ALL HAZARD MARKING AND

LIGHTING APPURTENANCES.

4. RESPONSIBLE INDIVIDUAL - THE CONTRACTOR'S SAFETY OFFICER

WILL BE RESPONSIBLE FOR ALL HAZARD MARKING AND LIGHTING.

WORK ZONE LIGHTING FOR NIGHTTIME DEMOLITION

1. IF THE CONTRACTOR ANTICIPATES WORKING DURING NIGHTTIME

HOURS, THE CONTRACTOR WILL PROVIDE TO THE CONTRACTING

OFFICER A LIGHTING PLAN 10 DAYS PRIOR TO COMMENCING WORK

AT NIGHT. LIGHTING WILL BE PLACED IN A MANNER TO NOT

CREATE A SAFETY HAZARD TO AIRCRAFT IN TAXI OR IN FLIGHT.

PROTECTION OF TAXILANE SHOULDERS

1. TAXILANE SHOULDERS - DEMOLITION ACTIVITIES WITHIN

TAXILANE SHOULDERS WILL NOT OCCUR UNLESS THE TAXILANE IS

CLOSED TO AIRCRAFT OPERATIONS.

2. TAXILANE CLEARANCE AREA - DEMOLITION ACTIVITIES WITHIN

THE TAXILANE CLEARANCE AREA WILL NOT OCCUR UNLESS THE

TAXILANE IS CLOSED TO AIRCRAFT OPERATIONS.

FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

1. THE PERIMETER OF THE CONSTRUCTION SITE AND ALL HAUL

ROUTES WILL BE CONTINUOUSLY MONITORED BY THE

CONTRACTOR TO ENSURE THE TEMPORARY BARRICADES ARE PER

PLAN AND TO ENSURE NO FOD HAZARD IS PRESENT.

2. A FOD CHECK WILL BE PERFORMED ON ALL VEHICLES ENTERING

ACTIVE AIRFIELD PAVEMENTS. DRIVERS WILL BE RESPONSIBLE FOR

A VISUAL INSPECTION OFF ALL TIRES AND FOR REMOVING MUD AND

OTHER DEBRIS PRIOR TO PROCEEDING ON ACTIVE PAVEMENT.

3. CONTRACTOR IS RESPONSIBLE FOR THE EFFORT AND COST OF

IMMEDIATE CLEANING OF PAVEMENT WHERE EQUIPMENT CROSSES

ACTIVE PAVEMENTS. THE CONTRACTOR WILL USE A POWER

SWEEPER TO CONTINUOUSLY MAINTAIN A FOD FREE ENVIRONMENT.

4. WATER WILL BE USED AS A DUST CONTROL MEASURE AS NEEDED

OR AS DIRECTED BY THE CONTRACTING OFFICER. IF, IN THE

OPINION OF THE INSTALLATION, DUST FROM CONSTRUCTION ACTIVITIES

CREATES A NUISANCE OR LIMITED VISIBILITY CONDITIONS ON

ADJACENT PAVEMENTS, CONSTRUCTION ACTIVITY WILL BE

STOPPED AND NOT RESUMED UNTIL APPROPRIATE SPRINKLING HAS

BEEN ACCOMPLISHED IN THE OPINION OF THE INSTALLATION. TIME LOST

DUE TO WORK STOPPAGE FOR THIS ACTIVITY WILL NOT CONSTITUTE

AN EXTENSION OF CONTRACT TIME.

5. ALL HAUL TRUCKS ARE TO BE COVERED WHEN OPERATING IN THE

AIRFIELD.

6. VEHICLE WASH STATIONS OR TRACKING PADS WILL BE INSTALLED IN

LOCATIONS WHERE TRAFFIC WILL BE EXITING THE CONSTRUCTION AREA

AND ENTERING AIRFIELD OR ROADWAY PAVEMENT.

CONTRACTOR WILL INSTALL FOD CHECKPOINT SIGNS (REFERENCE

DETAIL A5/G-501 AT LOCATIONS INDICATED BY KEYNOTE 128 ON

A1/G-101).

HAZMAT MANAGEMENT

1. THE CONTRACTOR WILL PROVIDE TO THE CONTRACTING OFFICER

MANAGEMENT PROCEDURES FOR FUEL DELIVERIES, EQUIPMENT

FUELING, AND SPILL RECOVERY PROCEDURES PRIOR TO WORK

BEGINNING ON THE PROJECT IN ACCORDANCE WITH SPECIFICATION

SECTION 01 57 19.01.

AREAS AND OPERATIONS AFFECTED BY DEMOLITION ACTIVITY

IDENTIFICATION OF AFFECTED AREAS:

1. DEMOLITION WILL OCCUR NORTH OF TAXILANE L AND WEST OF TAXILANE P

(I.E. NORTHWEST CORNER OF THE TAXILANE L AND TAXILANE P

INTERSECTION) AS IS SHOWN ON THE CONSTRUCTION PHASING - PHASE 1

DRAWING FOUND ON G-101.

MITIGATION OF EFFECTS

1. PHASE 1 WILL BE INSIDE THE SECURE AREA FOR ALL ITEMS OF WORK.

WILDLIFE MANAGEMENT

1. CONTRACTOR WILL CAREFULLY CONTROL AND CONTINUOUSLY

REMOVE TRASH, WASTE, OR LOOSE MATERIALS THAT MAY

ATTRACT WILDLIFE.

2. IF STOCKPILES OR STORED MATERIALS ARE FOUND TO BE A

WILDLIFE ATTRACTANT, THE CONTRACTOR WILL IMPLEMENT

MITIGATION MEASURES AS DIRECTED BY THE CONTRACTING

OFFICER.

3. THE CONSTRUCTION SITE WILL BE GRADED TO MAINTAIN POSITIVE

DRAINAGE ALWAYS TO ELIMINATE AREAS OF STANDING WATER.

4. CONTRACTOR IS RESPONSIBLE FOR MOWING WITHIN THE PROJECT

WORK LIMITS. GRASS WILL NOT EXCEED 150 mm IN HEIGHT.

5. CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ALL

TEMPORARY FENCES AND GATES, AND NEW FENCES AND GATES

INSTALLED AS PART OF THEIR CONTRACT, IN SUFFICIENTLY GOOD

CONDITION TO PREVENT PASSAGE OF WILDLIFE INTO THE AIRFIELD.

6. CONTRACTOR WILL MONITOR FOR ANY DISRUPTIONS OF EXISTING

WILDLIFE HABITAT THAT TAKES PLACE.

7. CONTRACTOR TO CONTINUOUSLY MONITOR THE CONSTRUCTION

PERIMETER FENCE FOR POTENTIAL ENTRY POINTS FOR WILDLIFE.

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10 OCT 2025

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NAME

REGISTRATION # DATE

10 OCT 2025

TEXAS REGISTERED

ENGINEERING FIRM F-2966

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

FOR REVIEW ONLY

REVISION

DRAWING SYMBOLS

SHEET ON WHICH DETAIL

IS DRAWN

BUILDING ELEVATION

WALL SECTION

BUILDING SECTION

ROOM NAME AND

NUMBER

NOTES BY SYMBOL

(KEYNOTES)

A-201

A-310

A-301

A-101

A-201

INTERIOR ELEVATION

MULTIPLE VIEWS

DETAIL IDENTIFICATION

TITLE OF DRAWING

STATED SCALE

TRUE NORTH ARROW

PLAN

NORTH

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DETAIL IDENTIFICATION

ENLARGED PLAN/DETAIL

REFERENCE

A-101

SCALE 1 = 100

VIEW NAME

ROOM

NAME

NUMBERING SYSTEM

G-001

DISCIPLINE:

G - GENERAL

V - SURVEY/MAPPING

B - GEOTECHNICAL

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

I - INTERIORS

F - FIRE PROTECTION

P - PLUMBING

M - MECHANICAL

E - ELECTRICAL

T - TELCOMMUNICATION

R - RESOURCE

SERIES NUMBER

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - ENLARGED PLANS

5 - DETAILS

6 - SCHEDULES

7 - DIAGRAMS

8 - USER DEFINED

9 - 3D REPRESENTATIONS

SHEET NUMBER

WITHIN SERIES

GRID TYPE

NOTES BY SYMBOL

(DEMO-KEYNOTES)

SCALE: 1:1

0mm 10mm 20mm 40mm

GRAPHIC SCALE

PLAN NORTH ARROW

DRAWING ABBREVIATIONS

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC

777 MAIN ST., FORT WORTH TX, 76102

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E Z

-G I0

A AMPERE

A/C AIR CONDITIONING

A/C

UNIT

AIR CONDITIONING UNIT

A/E ARCHITECT/ ENGINEER

AB ANCHOR BOLT

ABAAG ARCHITECTURAL BARRIERS ACT ACCESSIBILITY GUIDELINES

AC ALTERNATING CURRENT/ABOVE COUNTER, ASPHALT

CONCRETE

ACC ACCESSIBLE

ACI AMERICAN CONCRETE INSTITUTE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS

FLR

ACCESS FLOOR

ACS

PNL

ACCESS PANEL

ACST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AIR DEVICE

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADJ ADJUSTABLE

ADMIN ADMINISTRATION

AF AMPERE FRAME

AFC ABOVE FINISHED COUNTER

AFCI ARC FAULT CIRCUIT INTERRUPTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

AIC AMPERE INTERRUPTING CAPACITY

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALNMT ALIGNMENT

ALUM ALUMINUM

ANOD ANODIZE

ANT ANTENNA

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE (-LY)

ARCH ARCHITECT (-TURAL)

ASC ABOVE SUSPENDED CEILING

ASCE AMERICAN SOCIETY OF CIVIL

ASPH ASPHALT

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AT AMPERE TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWI ARCHITECTURAL WOODWORK INSTITUTE

AWT ACOUSTICAL WALL TREATMENT

AWWA AMERICAN WATER WORKS ASSOCIATION

B-B, B/B BACK TO BACK

BATT BATTERY

BB BASEBOARD

BC BACK OF CURB, BOTTOM OF CURB, BOOKCASE

BD BOARD

BDRY BOUNDARY

BF BOTH FACES

BFF BELOW FINISH FLOOR

BFG BELOW FINISHED GRADE

BFP BACKFLOW PREVENTER

BHMA BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION

BKBD BACKBOARD

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BLW BELOW

BM BALANCED MAGNETIC SWITCH, BEAM, BENCHMARK

BN BULLNOSE

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BASE PLATE, BUILDING PAPER

BRES BULLET-RESISTANT

BRG BEARING

BRKR BREAKER

BRKT BRACKET

BS BOTH SIDES

BTU BRITISH THERMAL UNIT

BTWN BETWEEN

BUR BUILT-UP ROOFING

# NUMBER, POUND

& AND

@ AT

Ø DIAMETER

CIP CAST IRON PIPE, CAST-IN-PLACE

CJ CONSTRUCTION JOINT, CONTROL JOINT

CKT CIRCUIT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLG

DIFF

CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLR CLEAR

CM CENTIMETER

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CO CLEAN OUT

CO/

NOX

CARBON MONOXIDE / NITROGEN OXIDE

COE CORPS OF ENGINEER'S (US ARMY)

COMM COMMUNICATION (-S)

COMPR COMPRESSOR

CONC CONCRETE

CONC

FLR

CONCRETE FLOOR

CONF CONFERENCE

CONN CONNECT (-ION)

CONST CONSTRUCT (-ION)

CONT CONTINUED, CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CORR CORRIDOR

CP CIRCULATION PUMP, CONCRETE PIPE

CPT CARPET

CRS COLD ROLLED STEEL

CSWK CASEWORK

CT CERAMIC TILE, CURRENT TRANSFORMER

CTB CEMENT TREATED BASE, CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CTRL CONTROL

CU CONDENSING UNIT, COPPER

CU FT CUBIC FEET

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

C CHANNEL, CHANNEL SHAPE, COMPRESSION, CONDUIT

C CONT CAST CONCRETE

CAB CABINET

CAV CAVITY

CB CATCH BASIN, CERAMIC BASE, CIRCUIT BREAKER

CBB CEMENTITIOUS (BACKER) BOARD

CD CARBON DIOXIDE SENSOR

CDW CHILLED DRINKING WATER

CEM CEMENT

CEQ COLLATERAL EQUIPMENT

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/ CONTRACTOR INSTALLED

CF/GI CONTRACTOR FURNISHED/ GOVERNMENT INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTER FLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CHFR CHAMFER

CI CAST IRON, CURB INLET

D DEPTH

D/S DISCONNECT SWITCH

DA DRAINAGE AREA

DALI DIGITAL ADDRESSABLE LIGHTING INTERFACE

DB DIRECT BURIAL, DRY BULB

DBL DOUBLE

DBM DOUBLE BALANCED MAGNETIC SWITCH

DC DIRECT CURRENT

DCBFP DOUBLE CHECK BACKFLOW PREVENTER

DCD DOUBLE CHECK DETECTOR

DCO DOUBLE CLEANOUT

DCW DOMESTIC COLD WATER

DEF DEFLECTION/DEFORM

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DHW DOMESTIC HOT WATER

DI DUCTILE IRON

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DISC DISCONNECT

DIST DISTANCE

DL DEAD LOAD

DN DOWN

DOC DOCUMENT

DR DOOR

DR FR DOOR FRAME

DR OPN DOOR OPENING

DS DOWNSPOUT

DWG(S) DRAWING(S)

DWL DOWEL

DX DIRECT EXPANSION

EXT EXTERIOR, EXTINGUISHER

EXT GR EXTERIOR GRADE

EXT LT EXIT LIGHT

E EAST (FOR COORDINATES)

EA EACH, EXHAUST AIR

EDP1 EMERGENCY DISTRIBUTION PANELBOARD 1

EEWS EMERGENCY EYEWASH/SHOWER

EF EACH FACE

EF, EXH

EXHAUST FAN

EGB ELECTRICAL GROUND BAR

EHD ELECTRIC HAND DRYER

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC (-AL)

EMCS ENERGY MANAGEMENT CONTROL SYSTEM

EMER EMERGENCY

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

ENGR ENGINEER

ENTR ENTRANCE

ENVIR ENVIRONMENT

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE, HVAC EMERGNECY SWITCH

ESB EMERGENCY SWITCHBOARD

ESD ELECTROSTATIC DISSIPATING

ET EXPANSION TANK

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWEF EACH WAY, EACH FACE

EX,

EXIST

EXISTING

EXH EXHAUST

EXH HD EXHAUST HOOD

EXHV EXHAUST VENT

EXP EXPANSION, EXPOSED

F FEMALE, FIRE WATER

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACIL FACILITY

FACP FIRE ALARM CONTROL PANEL

FAS BD FASCIA BOARD

FB FACE OF BUILDING

FC FREQUENCY CONVERTER/FOOTCANDLE

FC BRK FACE BRICK

FC/ DC FREQUENCY CONVERTER/DC RECTIFIER

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FIRE DAMPER, FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN,

FDT

FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE, FINISH FLOOR

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURES & EQUIPMENT

FG FINISHED GRADE

FH FIRE HOSE

FIN FINISH

FIN BS FINISH BOTH SIDE

FIN GR FINISH GRADE

FIXT FIXTURE

FL FLOW LINE

FLA FULL LOAD AMPERES

FLG FLOORING

FLMT FLUSH MOUNT

FLOUR FLOURESCENT

FLR FLOOR

FM FACTORY MUTUAL, FORCE MAIN, FREQUENCY MODULATION

FO FINISH OPENING

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOW FACE OF WALL

FP FIRE PROTECTION

FSTNR FASTENER

FTG FOOTING

FU FUSE

FURG FURRING

FURN FURNITURE

FVNR FULL VOLTAGE, NON-REVERSING

FWC FABRIC WALL COVERING

FXTR FIXTURE

G GROUND/GROUNDING CONDUCTOR, NATURAL GAS

GA GAGE OR GAUGE

GALV GALVANIZED

GB GRAB BAR, GRADE BEAM

GEN GENERAL, GENERATOR

GF/CI GOVERNMENT FURNISHED / CONTRACTOR INSTALLED

GF/GI GOVERNMENT FURNISHED / GOVERNMENT INSTALLED

GFCI,

GFI

GROUND FAULT CIRCUIT INTERRUPTER

GFRG GLASS-FIBER-REINFORCED GYPSUM

REINFORCED GYPSUM

GLZ GLAZING

GND/GR

GROUND/GROUNDING

GR GRADE

GRTG GRATING

GV GATE VALVE

GYP BD GYPSUM BOARD

HB HOSE BIBB

HC HANDICAP

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEF HIGH EXPANSION FOAM

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HH HANDHOLE

HID HIGH INTENSITY DISCHARGE

HM HOLLOW METAL

HMAC HOT MIX ASPHALT CONCRETE

HOA HAND-OFF-AUTOMATIC

HORIZ HORIZONTAL

HP HIGH POINT, HORSEPOWER

HR HOUR

HS HEADED STUD

HSF HIGH FLOW SILT FENCE

HSS HOLLOW STRUCTURAL SECTION

HT, H HEIGHT

HVAC HEATING VENTILATION & AIR CONDITIONING

HW HOT WATER

HYDR HYDRAULIC

HZ HERTZ

IAP INITIAL ACCUMULATION POINT

IBC INTERNATIONAL BUILDING CODE

ID INTERNAL DIAMETER

IDA INITIAL DECONTAMINATION AREA

IDS INTRUSION DETECTION SYSTEM

INCL INCLUDE

INL INLET

INT INTERIOR

INV INVERT

J-SIIDS JOINT-SERVICE INTERIOR INTRUSION DETECTION SYSTEM

JAN JANITOR

JB JUNCTION BOX

JRCP JOINT REINFORCED CONCRETE PAVEMENT

JST JOIST

JT JOINT

KIT KITCHEN

KPD KEYPAD

KV KILOVOLT

KVA KILOVOLT-AMPERE

KW KILOWATT

KWh KILOWATT HOUR

K KILO, KIPS (1000LBS)

KAIC KILO AMPERE INTERRUPTING CAPACITY

KCMIL THOUSAND CIRCULAR MILS

L LENGTH

LAM LAMINATE

LAV LAVATORY

LB, LBS POUND

LBP LEAD BASED PAINT

LBR LUMBER

LCP LEAD CONTAINING PAINT, LIGHTING CONTROL PANEL

LDG LANDING

LE/FE LOW EMITTING AND FUEL EFFICIENT

LED LIGHT EMITTING DIODE

LF LINEAR FEET (LONG)

LFMC LIQUID-TIGHT FLEXIBLE METAL CONDUIT

LG LONG

LH LEFT HAND

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNDSCP LANDSCAPE

LOC LOCATION

LP LOW POINT

LPS LITERS PER SECOND

LS LIME-STABILIZED, LUMP SUM

LSIG LONG TIME, SHORT TIME, INSTANTANEOUS, GROUND FAULT

LT LEFT, LIGHT

LTG LIGHTING

LV LOW VOLTAGE

LVDR LOUVER DOOR

LVR LOUVER

LYR LAYER

M METER

M/S MOTOR STARTER

MACH

MACHINE ROOM

MAINT,

MAINTENANCE

MAN MANUAL

MATL MATERIAL

MAU MAKE-UP AIR UNIT

MAX MAXIMUM

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MD METAL DECK, MOTORIZED DAMPER

MECH MECHANICAL

MECH

MECHANICAL ROOM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MEZZ MEZZANINE

MFG,

MFR

MANUFACTURER

MGB MAIN GROUNDING BUSBAR

MH MANHOLE, MAINTENANCE HOLE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MLDG MOLDING (MOULDING)

MLO MAIN LUGS ONLY

MLWK MILLWORK

mm MILLIMETER

MNS MASS NOTIFICATION SYSTEM

MO MASONRY OPENING

MOD MODIFY

MOP MAXIMUM OVERCURRENT PROTECTION

MOT MOTOR

MP MAIN PANELBOARD

MSB MOP SERVICE BASIN

MSD MAIN SERVICE DISCONNECT

MSE MAIN SERVICE ENTRANCE

MT STRUCTURAL TEE CUT FROM MISC STEEL

MTD MOUNTED

MTG MOUNTING

MTL METAL

MW MICROWAVE, MONITORING WELL

MWP MEMBRANE WATERPROOFING

N NORTH (FOR COORDINATES)

N/A NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTERERS ASSOCIATION

NF NEAR FACE, NON-FUSED

NFP NAVFAC PACIFIC

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NFWH NON-FREEZE WALL HYDRANT

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN, NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NS NARROW STILE, NEAR SIDE

NSB NORMAL SWITCHBOARD

NTS NOT TO SCALE

NAME

REGISTRATION # DATE

10 OCT 2025

TEXAS REGISTERED

ENGINEERING FIRM F-2966

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

FOR REVIEW ONLY

DRAWING ABBREVIATIONS CONTINUED

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

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ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC

777 MAIN ST., FORT WORTH TX, 76102

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TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

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US Army Corps of Engineers

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M O

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M A

E N

A N

C E

H A

N G

A R

B U

P R

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C T

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Japan District ®

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P A

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T R

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N T

S E

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S C

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P A

N Y

M a in

S tr e e t

F o rt

W o rt h

T X

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B A

C K

C H

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K S

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T A

T B

O C

T O

B E

B A

T .R

B .G

A R

GI003

C .S

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L E

D R

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A B

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PKG 3

L X

E Z

-G I0

OA OUTDOOR AIR, OVERALL

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OH OPPOSITE HAND

OH OPT OPPOSITE HAND OPTIONAL

OHCD OVERHEAD COILING DOOR

OHE OVERHEAD ELECTRIC

OHT OVERHEAD TELEPHONE

OHW OVERHEAD WIRE

OPP OPPOSIT

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

OS OCCUPANCY SENSOR

OSP OUTSIDE PLANT

OWS OIL/WATER SEPARATOR

OWSJ OPEN WEB STEEL JOIST

PROT PROTECTION

PS PARKING STRUCTURE

CONC

PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY, PORCELAIN TILE, PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PVC POINT OF VERTICAL CURVATURE, POLYVINYL CHLORIDE

PIPE, POLYVINYL CHLORIDE

PVI POINT OF VERTICAL TANGENCY

PVMT PAVEMENT

PWR POWER

P PAGE, POLE

P/T POST-TENSION (-ED, -ING)

PA PUBLIC ADDRESS

PAT PATTERN

PB PULL BOX

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE, PORTLAND CEMENT

CONCRETE, PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PDS PROTECTED DISTRIBUTION SYSTEM

PE POLYETHYLENE

PEJ PREMOLDED EXPANSION JOINT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PF POWER FACTOR

PG PLATE GIRDER

PH PHASE

PI POINT OF INTERSECTION

PICV PRESSURE INDEPENDENT CONTROL VALVE

PIL PILASTER

PIR PASSIVE INFRARED

PIV POST INDICATOR VALVE

PL PLATE, PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATED

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLY WD PLYWOOD

PNEU PNEUMATIC

PNL PANEL, PANELBOARD

PORT PORTABLE

POV PRIVATELY OWNED VEHICLE

PP POWER POLE

PP PL PUSH/PULL PLATE

PR PAIR, PIPE RAIL

PRCST PRECAST

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRELIM PRELIMINARY

PRKG PRKG

PROJ PROJECT, PROJECTION PRESTRESSED GIRDER

PROP PROPOSED

QT QUARRY TILE

QTY QUANTITY

RVL REVEAL

RVTR RADON VENT THROUGH ROOF

RW RETAINING WALL

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP RECEPTACLE CONTROL PANEL, REFLECTED CEILING PLAN

RD ROOF DRAIN

RDC REDUCER

RE, REF REFER, REFERENCE, REFRIGERATOR

REBAR REINFORCING STEEL BARS

REC RECEPTACLE, RECESSED

REC RM RECREATION ROOM

RECD RECEIVED

RECT RECTIFIER

RED REDUCER

REINF REINFORCING (-ED, -MENT)

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RESIST RESISTANT

REST RESTROOM

RET RETAINING

REV REVISION

RF RESILIENT FLOORING

RFG ROOFING

RGS RIGID GALVANIZED STEEL

RH ROOF HATCH, ROOF HOOD, RIGHT HAND

RHR RIGHT HAND REVERSE

RL ROOF LADDER

RLG RAILING

RM ROOM

RMC RIGID METAL CONDUIT

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RP RADIUS POINT

RPM REVOLUTIONS PER MINUTE

RPZ REDUCED PRESSURE ZONE

RSD ROLLING STEEL DOOR

RT RIGHT

RV ROOF VENT

SYMM SYMMETRICAL

SYS SYSTEM

S SINK, SOUTH (FOR COORDINATES), STANDARD SHAPE

SA SUPPLY AIR

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SB SPLASH BLOCK

SC SEALED CONCRETE, SHEAR CONNECTORS, SLIP CRITICAL

SCD SEAT COVER DISPENSER

SCHED SCHEDULE

SCWD SOLID CORE WOOD DOOR

SD SMOKE DETECTOR, STORM DRAIN

SDI STEEL DECK INSTITUTE

SE SERVICE ENTRANCE

SEC SECONDARY

SECT SECTION

SEER SEASONAL ENERGY EFFICIENT RATIO

SEG SEGMENT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SG STATIC GROUND

SGL SINGLE

SH SHOWER

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SAW JOINT, SCORED JOINT

SJI STEEL JOIST INSTITUTE

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SND SANITARY NAPKIN DISPENSER

SP SINGLE POLE, SUMP PIT

SP EL SPOT ELEVATION

SP, SPA SPACE(S

SPD SURGE PROTECTION DEVICE

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS STAINLESS STEEL, SANITARY SEWER

ST SINGLE THROW, STREET, STAIRS, STORAGE TANK

STA STATION

STC SOUND TRANSMISSION CLASS

STIFF STIFFENER

STL STEEL

STL JST STEEL JOIST

STL RF

STEEL ROOF DECK

STND STANDARD

STOR STORAGE

STR STRINGERS

STRB/H

STROBE/HORN

STRUCT STRUCTURE (-AL)

SUB FL SUBFLOOR

SV SHEET VINYL

SVC SERVICE

SW SIDEWALK

SW SWITCH

SYM SYMBOL

T TANGENT, TREAD

T&B TOP & BOTTOM

T&G TONGUE AND GROOVE

T/G TOP OF GRATE

T/PIPE TOP OF PIPE

T/S TUB/SHOWER

TA TRANSFER AIR

TB THROUGH BOLT, TOWEL BAR

TBM TEMPORARY BENCHMARK

TC TERRA COTTA, TOP OF CURB

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPERATURE, TEMPORARY

TER TELECOMMUNICATIONS EQUIPMENT ROOM

TERM TERMINAL

TFF TOP OF FINISH FLOOR

TGB TELECOMMUNICATIONS GROUNDING BUSBAR

THK THICKNESS

THRES THRESHOLD

TK BD TACKBOARD

TMGB TELECOMMUNICATIONS MAIN GROUNDING BUSBAR

TMPD

TEMPERED GLASS

TMR TIMER

TMV THERMOSTATIC MIXING VALVE

TN TRUE NORTH

TO TOP OF

TOC TABLE OF CONTENT, TOP OF CONCRETE

TOPO TOPOGRAPHY

TOS TOP OF SLAB, TOP OF STEEL

TP TOP OF PAVEMENT

TPD TOILET PAPER DISPENSER

TR TELEPHONE ROOM

TRANS TRANSOM

TRTD TREATED

TS TUBE STEEL

TSTAT THERMOSTAT

TV TELEVISION

TW TILT WALL, TOP OF WALL

TYP TYPICAL

U/G UNDERGROUND

UC UNDERGROUND CONDUIT

UGC UNDERGROUND CABLE

UGE UNDERGROUND ELECTRIC

UGT UNDERGROUND TELEPHONE

UH UNIT HEATER

UL UNDERWRITER'S LABORATORIES

UNK UNKNOWN

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTED POWER SUPPLY

VFD VARIABLE FREQUENCY DRIVE

VFI VACUUM FAULT INTERRUPTER

VIF VERIFY IN FIELD

VOL VOLUME

VP VACUMM PUMP FOR RADIANT HEATER

VTR VENT THROUGH ROOF

VWF VINYL WALL FABRIC

V VENT, VOLT

V/PH/HZ VOLT/PHASE/FREQUENCY

VA VOLT-AMPERE

VAC VACUMM

VAR VARIES

VAV VARIABLE AIR VOLUME

VB VINYL COMPOSITION TILE

VC VERTICAL CURVE

VD VOLUME DAMPER

VERT VERTICAL

W WATER, WATT, WEST (FOR COORDINATES), WIDE, WIDE

FLANGE, WIDTH

W/ WITH

W/O WITHOUT

WB WALL BOX, WET BULB

WC WATER CLOSET

WCO WALL CLEANOUT

WD WOOD

WDW WINDOW

WGL WIRED GLASS

WH WALL HUNG, WATER HEATER

WHM KILOWATT-HOUR METER

WL WATER LINE

WP WEATHERPROOF, WORK POINT

WPJ WEAKENED PLANE JOINT

WSCT WAINSCOT

WT HECTARE

WT STRUCTURAL TEE CUT FROM WIDE FLANGE BEAM, WEIGHT

WV WATER VALVE

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

XFR TRANSFER

XPS EXTRUDED POLYSTYRENE BOARD (INSULATION)

Y YARD

Z IMPEDANCE

NAME

REGISTRATION # DATE

10 OCT 2025

TEXAS REGISTERED

ENGINEERING FIRM F-2966

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

FOR REVIEW ONLY

X X

CRAGGE DR

LITTLE ROCK CT

G O

PEMBERTON CT

VOLL CIR

ASPEN CT

FAIRCHILD AVE

BULL

ET R

DOUGLAS BLVD

D O

U G

RICKENBAKER RD

ROYAL DR

C H

LT LO

O P

FIELD

WESTMORE RD

M O

R D

WALKER RD

MCCONNEL LOOP

JABAR

A R

JACKSO

N ST

M O

FLEMING AVE

SIJAN ST

BAKER CIR

CHIEF G

AUVIN RD

G D

WILBANKS ST

ARNOLD AVE

MCKENNON AVE

PEASE RD

CALLISTER CT

DEICHLMANN DR

N D

PEASE RD

ROYAL DR

SEBILLE AVE

JACKSON ST

BONG DR

ADAMS AVE

FOSTER CIR

FIGHTER APRON

GAINESVIL CT

O R

SAN FERNANDO CT

C H

HARRIS DR

KINDRED ST

O M

A AVE

GABRESKI R

SAN MATEO CT

SACRAMENTO CT

FOY CT

ARNOLD AVE

VINCENT AVE

CAMBRIDGE CT

POWERS AVE

KEARBY LO

MOORE AVE

LEVITOW AVE

BANYAN AVE

DOUGLAS BLVD

ZEAMER ST

DILLWIN CT

WESTBROOK AVE

LORLING AVE

ALBANY AVE

FISHER AVE

PEASE RD

MCCONNEL LOOP

COLL

SON D

STETHEM ST

WADES WAY

KEAR

BY LO

O P

HALYBURTON ST

STETHEM ST

M O

S T

PREDDY LOOP

BENNETT ST

AIM

EA A

STALHECKER ST

N A

YOUNG ST

CRAW ST

LEG

EL R

POST OFFICE RD

SIMLER ST

C H

ELI ST

AHURN STBROWN CIR

WENGER DR

MCGUIRE ST

NAVAJO ST

M C

C O

N N

ILKIN

S ST

CHRISTENSEN DR

PHOENIX AVE

WHISNER CIR

MOORE AVE

CARSWELL AVE

EAGLE

STONE C

WILBANKS ST

BRANCHARD CT

COLFAX CT

MELVILLE AVE

CARSON CT

PATTERSON AVE

DOUGLAS BLVD

GABRESKI RD

ADAMS AVE

DOOLITTLE AVE

FISHER AVE

COLL

SON D

BANYAN AVE

HARRIS ST

SEBILLE AVE

C T

BEERBOWER RD

GABRESKI RD

ARNOLD AVE

PEASE R

BEESON ST

D R

SCHREIBER AVE

LEM

AY ST

ROGERS WAY

JIMMY`S WAY

WILLIAMS AVE

BUSICK DR

KUTER BLVD

EPPER

MCKENNON AVE

ILLIAM

S AVE

MOLLAND ST

PRELOAD

VIN

CENT A

MOORE AVE

MELVILLE AVE

HONOLU

AVE

CHRISTO

S AVE

ALMSLEY W

MCCONNEL LOOP

WALKER RD

N A

SEAVER CIR

ESTBRO

K DR

SAFE HARBOR

PATTERSON AVE

DUCK PO

KINDRED ST

PSH

E ST

KINCHELO

B ST

HIGHLAND PARK

D O

U G

D U

K PO

N D

FAIRCHILD AVE

YELLO

STO

C H

L O

O P

SCHLEG

EL RD

MOLLAND ST

FAIRCHILD AVE

MOLLAND ST

PEASE RD

R O

LLIN

EIG

VINCENT AVE

EPPERLY

D U

D A

WALKER RD

PEASE RD

G D

MCKENNON AVE

MOORE

CKENNO

N AVE

S T

KUTER BLVD

ADAMS A

D A

C C

ALM

SLEY W

MOORE A

OMAHA AVE

PEASE RD

BEESON ST

SEELY RD

CARSWELL AVE

FH SMITH DR

DOUGLAS BLVD

ALKER

R D

MCKENNON AVE

G D

SCHREIBER AVE

ADES W

ROBERTS

DAY DR

ROLLING HEIGHTS

VINCENT AVE

FH SM

ITH DR

KUTER BLVD

EIBER

AVE

D Y

SIM

LER ST

GATE 1

MAIN FIRE STATION

BASE CIVIL

ENGINEER OFFICE

O M

TAXILANE N

TAXILANE P

TAXILANE M

TAXILANE L

TAXILANE P

PEASE RD.

OMAHA AVE.

PEASE RD.

Y 58

DOUGLAS BLVD.

JIMMY'S WAY

FH SMITH DR.

SCHREIBER AVE.

DOUGLAS BLVD.

FISHER AVE.

FAIRCHILD AVE.

ARNOLD AVE.

WALKER RD

DOUGLAS BLVD.

HWY 74

MOLLAND ST

GATE 4,

CONTRACTOR

ACCESS GATE

FIRE STATION #3 B3579

HWY 74

26WALKER RD W

ALKER

R D

FAIRCHILD AVE.

WESTBROOK AVE.

DOUGLAS BLVD.

GATE 2

GATE 3

CONTRACTOR

ACCESS GATE

(EXIT ONLY)

PROJECT AREA:

REFURBISHMENT OF

CHIBANA BALLFIELD

PROJECT AREA:

DEMOLITION OF BUILDING B3542

CORROSION CONTROL AREA

HALYBURTON ST

HAUL ROUTE GENERAL NOTES

LEGEND

TWO-WAY PRIMARY HAUL ROUTE

ALL DEMOLISHED MATERIAL, RUBBISH AND DEBRIS

GENERATED BY THIS PROJECT THAT IS NOT TO BE

DISPOSED AS WASTE WILL BE HAULED TO A LANDFILL

IN ACCORDANCE TO THE WASTE MANAGEMENT

PROCEDURES OF JEGS, GOJ AND LOCAL LAWS AND

REGULATIONS.

PROJECT AREA

SCALE: 1:8000

0mm 160000mm 320000mm

G-100

O N

D O

N LX

G -1

.d w g

PLAN

NORTH

VICINITY MAP AND LOCATIONA1 SCALE: 1:8000

AIRFIELD LIMIT

1 2 3 4 5 6 7 8 9 10

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

E D

N M

US Army Corps of Engineers Japan District ®

2H V2

6B A0

NAME

REGISTRATION # DATE

10 OCT 2025

TEXAS REGISTERED

ENGINEERING FIRM F-2966

GRAPHIC SCALE

N O

F M

A N

C E

H A

N G

A R

B U

T N

U M

: L

E O

A, J

E N

G R

O U

M ai n St re et

Fo rt

W or th , T

: D

U S

A R

M Y

C O

O F

R S

N E

N G

R D

A, J

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

FOR REVIEW ONLY

R A

PKG 3

BASE ACCESS AT GATE 3 IS EXIT ONLY, COORDINATE

IN ADVANCE WITH CONTRACTING OFFICER TO USE

FOR OFF-BASE HAULING.

Y M

NAME

REGISTRATION # DATE

10 OCT 2025

TEXAS REGISTERED

ENGINEERING FIRM F-2966

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

FOR REVIEW ONLY

X X

XXXXXXX

X X

XXXXX X

X X

XXX

X X

XXXXXXXXX

X X

TOP34.65

TOP35.22

TOP35.90

TOP37.14

TOP36.72

OUT28.58

TOP34.94

TAXILANE L

TAXILANE P

TAXILANE N

TAXILANE M

B3542

DEMOLITION

PHASE

G-101

R R

N D

N LX

G -1

.d w g

PLAN

NORTH

R R

GENERAL NOTES

LEGEND

EXISTING AIRFIELD SECURITY FENCEX

KEYNOTES

SEE SHEET G-010 FOR CONSTRUCTION PHASING NOTES.

ALL DEMOLISHED MATERIAL, RUBBISH AND DEBRIS

GENERATED MUST BE HAULED TO AN APPROVED

LANDFILL.

C COORDINATE WORK IN THE SECURED AREA WITH THE

CONTRACTING OFFICER

CONTRACTOR STAGING AREA

STABILIZED CONSTRUCTION

ENTRANCE

HELO OPS

INSTALL LOW PROFILE BARRICADES, RE: D1/G-501116

PHASE 1 CONSTRUCTION SEQUENCE:

THIS PHASE SERVES TO DEMOLISH B3542. COORDINATION OF THIS PHASE WITHIN THE

INSTALLATION TO BE IN CONJUNCTION WITH CONTRACTING OFFICER AND AIRFIELD

OPERATIONS. ACCESS TO THE B3542 SITE WILL BE THROUGH GATE 4 VIA OMAHA AVE. AND

TAXILANE N.

DEMOLITION PHASE - DEMO B3542A1 SCALE: 1:2000

STABILIZED CONSTRUCTION ENTRANCE, RE: E5/GC501101

LOW PROFILE BARRICADES

FOD SIGN, RE: A5/G-501128

PRIMARY HAUL ROUTE

HAUL ROUTE TO GATE 4, RE: G-100130

STETHEM ST

O M

TAXILANE N

ROAD CLOSED TO THRU TRAFFIC SIGN, RE: F1/G-501134

PRIMARY PERIPHERAL TAXILANE

CLEARANCE LINE (C-17 AIRCRAFT)

HALIBURTON ST

INSTALL CONSTRUCTION FENCING151

1. SETUP CONTRACTOR STAGING AREA AND CONSTRUCTION PERIMETER

AND ENTRANCE AT B3542.

2. INSTALL CONSTRUCTION FENCE AND GATES.

3. SETUP TEMPORARY EROSION CONTROL MEASURES / BEST MANAGEMENT

PRACTICES (BMPS).

4. PERFORM NEW ELECTRICAL WORK ASSOCIATED WITH THE RESUPPLY OF

BUILDINGS B3542, B3544, AND B3551 TO THE EXTENT PRACTICAL WITHOUT

FULLY DISCONNECTING SERVICE FROM B3542.

5. REMOVE EXISTING BUILDING STRUCTURES, UTILITIES AND ROADWAY

PAVEMENTS (DEMOLISH, LOAD, HAUL, AND DUMP) AS INDICATED ON THE

DEMOLITION PLANS.

6. ONCE SUBSTANTIAL DEMOLITION OF B3542 HAS BEEN FINISHED,

DISCONNECT ELECTRICAL SERVICE FROM B3542 AND COMPLETE THE

INSTALLATION OF NEW ELECTRICAL SERVICE TO B3543, B3544, AND B3551.

COORDINATE WITH BASE ELECTRICAL GROUP FOR SHORT TERM

OUTAGES.

7. FINAL BACKFILL AND FINE GRADING FOR LANDSCAPING IN AREAS

DISTURBED BY DEMOLITION.

8. REMOVE SITE PROTECTIONS, EROSION / SEDIMENT CONTROLS,

CONSTRUCTION FENCE AND GATES, AND CONTRACTOR STAGING AREA

AFTER DEMOLITION ACTIVITIES AND SITE PREPARATION.

INSTALL DOUBLE SWING GATE ON CONSTRUCTION

FENCING

CONTRACTOR STAGING AREA160

WORK PERFORMED IN SECURE

AREA

CONSTRUCTION FENCING

1 2 3 4 5 6 7 8 9 10

SCALE: 1:2000

0mm 40000mm 80000mm

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

E D

N M

US Army Corps of Engineers Japan District ®

2H V2

6B A0

NAME

REGISTRATION # DATE

10 OCT 2025

TEXAS REGISTERED

ENGINEERING FIRM F-2966

GRAPHIC SCALE

N O

F M

A N

C E

H A

N G

A R

B U

T N

U M

: L

E O

A, J

E N

G R

O U

M ai n St re et

Fo rt

W or th , T

: D

U S

A R

M Y

C O

O F

R S

N E

N G

R D

A, J

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

FOR REVIEW ONLY

R A

PKG 3

D E

M O

L I T

P H

E M

NAME

REGISTRATION # DATE

10 OCT 2025

TEXAS REGISTERED

ENGINEERING FIRM F-2966

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

FOR REVIEW ONLY

DRAFT26.86

26.22

26.47

26.54

26.83

27.05

26.70

26.45

24.63

25.24

25.43

25.79

25.73

28.11

28.19 26.79

26.28

25.30

23.72

21.41

28.80

28.82

SFSF

TAXILA

NE L

TAXILANE P

B3542

GC101

R R

N D

N LX

G C

dw g

EROSION CONTROL PLAN - EXISTING CORROSION CONTROL HANGARA1 SCALE: 1:400

PLAN

NORTH

A ALL ELEVATIONS ARE IN METERS.

B CONTOUR INTERVAL IS 0.25 M.

C REFER TO SHEET GC501 FOR EROSION CONTROL

DETAILS.

D ALL CATCH BASINS WILL HAVE INLET PROTECTION

DURING CONSTRUCTION ACTIVITIES.

SILT FENCE, RE: A1/GC501

CONTRACTOR STAGING AREA

LIMITS OF DEMOLITION

AREA INLET PROTECTION,

RE: A5/GC501

CATCH BASINCB

INLET PROTECTION, RE: A5/GC501

SILT FENCE, RE: A1/GC501

E INSTALL EROSION CONTROL MEASURES AS INDICATED

ON THE PLANS AND AS FIELD CONDITIONS WARRANT

PRIOR TO COMMENCING ANY CONSTRUCTION

ACTIVITIES, INCLUDING GRADING FOR STABILIZED

CONSTRUCTION ENTRANCES. REPAIRS OR

MODIFICATIONS TO THE MEASURES MUST BE MADE IF

CONTROL MEASURES PROVE INEFFECTIVE OR IF

ADDITIONAL CONTROL MEASURES ARE NECESSARY.

LEGEND

KEYNOTES

STABILIZED CONSTRUCTION ENTRANCE, RE: E5/GC501123

STABILIZED CONSTRUCTION ENTRANCE

RE: E5/GC501

F MANAGE ON-SITE SURFACE RUNOFF DISCHARGES

ACCORDING TO THE SITE-SPECIFIC SWPPP PROVIDED

BY THE CONTRACTOR AS SPECIFIED IN SECTION 01 57

19.01, TEMPORARY ENVIRONMENTAL CONTROLS -

KADENA AIR BASE.

G SOD ALL DISTURBED AREAS PER SECTION 32 92 23 OF

THE SPECIFICATIONS.

TRIANGULAR SILT DIKE, RE: C8/GC501

TRIANGULAR SILT DIKE, RE: C8/GC501125

EROSION CONTROL PLAN

GENERAL NOTES

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

P-2

1 2 3 4 5 6 7 8 9 10

SCALE: 1:400

0mm 8000mm 16000mm

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

E D

N M

US Army Corps of Engineers Japan District ®

2H V2

6B A0

NAME

REGISTRATION # DATE

10 OCT 2025

TEXAS REGISTERED

ENGINEERING FIRM F-2966

GRAPHIC SCALE

N O

F M

A N

C E

H A

N G

A R

B U

T N

U M

: L

E O

A, J

E N

G R

O U

M ai n St re et

Fo rt

W or th , T

: D

U S

A R

M Y

C O

O F

R S

N E

N G

R D

A, J

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

FOR REVIEW ONLY

R A

PKG 3

N C

O N

G C

O R

R O

N C

O N

L H

NAME

REGISTRATION # DATE

10 OCT 2025

TEXAS REGISTERED

ENGINEERING FIRM F-2966

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

FOR REVIEW ONLY

G-501

R R

N D

N LX

G -5

.d w g

LOW PROFILE BARRICADE NOTES:

1. BARRICADES MAY NOT EXCEED 457 IN HEIGHT (EXCLUSIVE OF SUPPLEMENTARY LIGHTS) AND SHOULD BE SPACED TO PREVENT BREACH, BUT IN NO CASE GREATER THAN 1.5M APART. THEY MUST BE OF LOW MASS;

EASILY COLLAPSIBLE UPON CONTACT WITH AN AIRCRAFT; AND WEIGHTED OR STURDILY ATTACHED TO THE

SURFACE TO PREVENT DISPLACEMENT FROM JET BLAST OR OTHER WIND DISTURBANCE.

2. BARRICADE STRIPING MUST BE ORANGE AND WHITE CONFORMING TO FAA AC 15/5370-2 OPERATIONAL SAFETY

ON AIRPORTS DURING CONSTRUCTION.

3. THE REQUIRED BATTERY POWERED LIGHTING FIXTURES WITH LED SOURCES AND INTEGRAL DUSK TO DAWN HANDS-FREE PHOTO CELL CONTROL, MUST BE RED AND FLASHING FOR BARRICADES PLACED ON TAXILANES FOR TAXILANE CLOSURE, AND MUST BE RED AND STEADY BURNING FOR BARRICADES PLACED ALONG THE EXCLUSION ZONE FENCE LINE. INTENSITIES AND LUMINANCE MUST BE AT LEAST FIVE CANDELAS EFFECTIVE

INTENSITY AND FLASH AT A RATE OF FROM 55 TO 160 FLASHES PER MINUTE.

4. LIGHTS MUST BE OPERATED BETWEEN SUNSET AND SUNRISE AND DURING PERIODS OF LOW VISIBILITY

WHENEVER THE AIRPORT IS OPEN FOR OPERATIONS.

SIZE AND COLOR OF STRIPES (SEE BARRICADE NOTES)

FOD CHECK POINT!

ALL VEHICLES / EQUIPMENT

OPERATORS MUST PERFORM

FOD CHECK BEFORE ENTERING

AIRCRAFT MOVEMENT AREA

HT = 100,

COLOR = RED

HT = 75,

COLOR = RED

NOTES:

1. FOLLOW THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR

STREETS AND HIGHWAYS, PART 7 SIGNS AND THE KADENA AIR BASE STANDARD.

2. SIGN LETTERING MUST BE UPPER CASE AND RED IN COLOR.

3. SIGN BACKGROUND MUST BE WHITE.

4. PAINT BACK OF SIGN WHITE.

5. TEXT MUST BE CENTERED IN SIGN, EVENLY SPACED.

6. THE SIGN MUST BE PLACED 1 - 3 METERS FROM THE EDGE OF THE HAUL ROUTE

SURFACE AND JUST PRIOR TO GATED ENTRANCE TO THE AIRFIELD SO THAT THE

SIGN CAN BE EASILY VISUALIZED FROM THE DRIVER'S SEAT.

7. FOD SIGNS MUST BE PLACED AT ALL CONTRACTOR AIRFIELD ACCESS LOCATIONS.

8. SIGN PANELS MAY BE FABRICATED FROM PLYWOOD, STEEL, ALUMINUM, OR OTHER

SUITABLE MATERIAL.

16MM DIA x127MM

LONG BOLT

50MM SQUARE GALVANIZED

STEEL TUBING WITH 11MM

HOLES SPACED AT 25MM

O.C.C

57MM GALVANIZED STEEL

SQUARE TUBING WITH

11MM HOLES SPACED AT

25MM O.C.

SLOPE TO DRAIN

8MM DIA. MACHINE BOLTS

BOTH WAYS

LIGHTS ON BARRICADES MUST BE SPACED NO

GREATER THAN 3M APART

G H

25 WIDE RED

STRIP SPACED 25

ROAD CLOSED

THRU TRAFFIC

R11-4

1500 X 750

ROAD CLOSURE SIGNAGE NOTE:

1. ALL SIGN MATERIAL MUST BE SOUND AND DURABLE TO THE DEGREE NECESSARY FOR MAINTAINING EFFECTIVE

AND NEAT APPEARING TRAFFIC CONTROLS. SIGN PANELS MAY BE FABRICATED FROM PLYWOOD, STEEL, ALUMINUM, OR OTHER SUITABLE MATERIAL. REFLECTIVE SHEETING MUST CONFORM TO ASTM D 4956.

PORTABLE OR TEMPORARY MOUNTING MUST NOT BE CONSTRUCTED OR WEIGHTED BY ANY METHOD OR

MATERIAL THAT MAKES THEM HAZARDOUS TO TRAFFIC.

2. FOLLOW THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS, PART 7

SIGNS AND THE KADENA AIR BASE STANDARD.

3. CONFORM TO THE BASIC PRINCIPLES ESTABLISHED IN MUTCD RELATING TO SIGN SIZE, SHAPE, COLOR, AND LEGEND SIZE AND SERIES. USE SPACING BETWEEN SUCCESSIVE LINES OF LEGEND THAT IS 75 PERCENT OF THE AVERAGE HEIGHT OF THE UPPERCASE LEGEND (I.E., CAPITALS) IN THE ADJACENT LINES OF LEGEND. USE A CLEAR SPACING BETWEEN THE LEGEND AND INSIDE OF THE BORDERS THAT IS AT LEAST 50 PERCENT OF THE

LEGEND HEIGHT.

4. MOUNT SIGN ON EXCLUSION ZONE TEMPORARY SECURITY FENCING 1.2M ABOVE TOP OF PAVEMENT.

FOD SIGN DETAILA5 SCALE: NTS

LOW PROFILE BARRICADE DETAILD1 SCALE: NTS

ROAD CLOSURE SIGNAGE DETAILF1 SCALE: NTS

M6 - 1.00 UNC

STOVE BOLT

FIBER WASHER

SIGN

PLAQUE

SQUARE

STEEL

TUBE

POST

LOCK

WASHER

NUT

SIGN PANEL

NOTES:

1. SIGN PANELS SHALL BE SINGLE SHEET ALUMINUM, 2 MINIMUM THICKNESS.

2. SIGN PANELS SHALL BE FASTENED DIRECTLY TO THE POST. FASTEN TO SQUARE

TUBE POSTS WITH TWO M6 - 1.00 UNC STOVE BOLTS.

3. A FIBER WASHER SHALL BE PLACED BETWEEN THE BOLT HEAD AND THE FACE OF

THE SIGN PANEL.

4. STEEL POSTS SHALL BE 12-GAUGE PERFORATED STEEL TUBING. HOLES SHALL BE

APPROXIMATELY 11 DIAMETER SPACED APPROXIMATELY 25 ON CENTERS.

M6 - 1.00 UNC

STOVE BOLT

SIGN PLAQUE

M6 - 1.00 UNC

STOVE BOLT

PERFORATED

SQUARE STEEL

POST

SIGN PANEL ATTACHMENT DETAILSD8 SCALE: NTS

DIA.

1 2 3 4 5 6 7 8 9 10

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

E D

N M

US Army Corps of Engineers Japan District ®

2H V2

6B A0

NAME

REGISTRATION # DATE

10 OCT 2025

TEXAS REGISTERED

ENGINEERING FIRM F-2966

N O

F M

A N

C E

H A

N G

A R

B U

T N

U M

: L

E O

A, J

E N

G R

O U

M ai n St re et

Fo rt

W or th , T

: D

U S

A R

M Y

C O

O F

R S

N E

N G

R D

A, J

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

FOR REVIEW ONLY

R A

PKG 3

N D

NAME

REGISTRATION # DATE

10 OCT 2025

TEXAS REGISTERED

ENGINEERING FIRM F-2966

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

FOR REVIEW ONLY

GC501

R R

N D

N LX

G C

dw g

NTS

SECTION A

NTS

PLAN

CRUSHED AGGREGATE

(STONE SIZE RC-40)

GEOTEXTILE

1.8M

1. SET POSTS AND EXCAVATE A 0.1M X 0.1M

TRENCH UPSLOPE ALONG THE LINE OF POSTS.

2. STAPLE WIRE FENCING TO THE POSTS.

3. ATTACH THE FILTER BARRIER FABRIC TO THE

WIRE FENCE AND EXTEND IT INTO THE TRENCH.

4. BACKFILL AND COMPACT THE EXCAVATED

SOIL.

5. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.

12-1/2 GAUGE (MIN)

WIRE

GROUND LINE

NOTES:

1. SILT FENCE MAY BE INSTALLED USING EITHER TRENCH OR SOIL SLICING CONSTRUCTION METHOD.

2. WHEN ASSEMBLING SILT FENCE ON-SITE, COMPACT THE BACKFILL SOIL IMMEDIATELY NEXT TO THE

SILT FENCE GEOTEXTILE. COMPACT THE UPSTREAM SIDE FIRST, AND THEN THE DOWNSTREAM SIDE.

WHEN INSTALLING PRE-ASSEMBLED SILT FENCE, CARE MUST BE TAKEN TO SUFFICIENTLY COMPACT SOIL ADJACENT TO THE INSTALLED GEOTEXTILE AND POSTS. THE SOIL ADJACENT TO THE BURIED SILT FENCE GEOTEXTILE MUST BE COMPACTED TO ACHIEVE NO LESS THAN 50% OF ITS ORIGINAL

IN-SITU DENSITY.

FLOW

SECTION A

SECTION B

ELEVATION A

STAPLE

SPACING

150 (MAX)

SECTION A

SECTION B

PLAN

STAPLE

POSTSSTAPLE

STEEL OR WOOD

POST-IMBED 0.9M

MESH SPACING

150 (MAX)

FILTER BARRIER

FABRIC

PLAN PLAN

CURB

SECTION A SECTION B

APRON ON THIS SIDE

OF THE DIKE MUST BE

FOLDED UNDER THE

DIKE SECTION 500

AND GLUED DOWN

CONSTRUCTION

AREA

ASPHALT PAVEMENT

EXISTING CONCRETE OR

SECTION A

PLAN VEIW

ADHESIVE

FLOW

ADHESIVE

FLOW

OVERLAP PER

MANUFACTURER'S

RECOMMENDATIONS

EXISTING

CONCRETE OR

ASPHALT

PAVEMENT

SILT FENCEA1 SCALE: NTS

AREA INLET PROTECTIONA5 SCALE: NTS

TRIANGULAR SILT DIKE DETAILC8 SCALE: NTS

STABILIZED CONSTRUCTION ENTRANCEE5 SCALE: NTS

SILT FENCE SPLICE/TERMINATIONE1 SCALE: NTS

21M (MIN)

500500

GC501

NOTE:

1. PLACE BAGS SUCH THAT THERE ARE NO GAPS BETWEEN BAGS. BAGS MAY BE

SINGLE OR DOUBLE LAYERS, AS THE SITUATION DICTATES.

CRUSHED STONE CONTAINED IN PERVIOUS

BURLAP BAGS OR IN SYNTHETIC NET BAGS (3

MESH), APPROXIMATELY 600 LONG, 300 WIDE

AND 150 HIGH

NOTE:

CONTRACTOR MAY USE RECYCLED AGGREGATES IF GRADATION REQUIREMENTS

ARE MET.

NOTES:

1. INSTALLED SILK DIKE UNIT MUST HAVE CONTINUOUS AND FIRM CONTACT WITH

PAVEMENT.

2. USE A CONCRETE ADHESIVE FOR CONCRETE PAVEMENT APPLICATIONS AND

EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS.

3. ADHESIVE MUST BE PLACED WHERE THE UNITS OVERLAP AND A 500 STRIP ALONG

BOTH EDGES.

GC501

R7.6…

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File details come from the government source that posted it. Updated Oct 14, 2025.