DLA DESC21E1 Compound_As-Built Drawings - Vol 3.pdf

PDF 29 MB Posted Jul 29, 2022

Attached to: Operations Support Facility Chibana Compound, Kadena Air Base, Okinawa, Japan
Solicitation number: W912HV-22-B-0010
Issued by: Department of the Army Corps of Engineers Engineering District Japan

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Written by GovTribe AI · Dec 27, 2023

This solicitation is for the construction of a new Defense Logistics Agency Operations Support Facility on the Chibana Compound at Kadena Air Base in Okinawa, Japan. The scope of work includes mobilization, demolition, abatement work, disposal, construction of the operations support building and supporting facilities, electrical and communication utilities, water and sewer utilities, site preparation, roads, sidewalks, parking, site improvements, landscaping, low impact development, environmental mitigation, and demobilization. The Department of the Army Corps of Engineers Engineering District Japan is the contracting agency. Responses are due as specified in the complete solicitation package attached to the document.

View the file

Other files

File	Type	Posted
Abstract OF1419-W912HV22B00010 DLA OSF Chibana Compound.pdf	PDF	Aug 17, 2022
W912HV-22-B-0010 AM-0002 Specifications.pdf	PDF	Jul 29, 2022
W912HV-22-B-0010 AM-0002 Drawings Rev1.pdf	PDF	Jul 29, 2022
W912HV-22-B-0010 AM-0002 SF-30.pdf	PDF	Jul 29, 2022
DLA DESC21E1 Compound_As-Built Drawings - Vol 1.pdf	PDF	Jul 29, 2022
DLA DESC21E1 Compound_As-Built Drawings - Vol 2.pdf	PDF	Jul 29, 2022
W912HV-22-B-0010_AM-0001.pdf	PDF	May 31, 2022
Attendees for Pre-Bid_ Site Visit for Chibana Compound.pdf	PDF	May 17, 2022
DLA Site Visit Spillover Parking.pdf	PDF	May 11, 2022
W912HV-22-B-0010_Drawings Vol1.pdf	PDF	Apr 29, 2022
W912HV22B0010.pdf	PDF	Apr 29, 2022
W912HV-22-B-0010_Specification.pdf	PDF	Apr 29, 2022
W912HV-22-B-0010_Drawings Vol2.pdf	PDF	Apr 29, 2022

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JAPAN

OKINAWA

CHIBANA COMPOUND

N.T.S.

N.T.S

DLA-ENERGY

FORMER 505TH QUARTERMASTER BATTALION

OKINAWA, JAPAN

AIR FORCE CIVIL ENGINEER CENTER

CHIBANA COMPOUND

N.T.S.

5 W

G A

5 W

G C

53115WING B

T 4

SHEET OF

SHEET ID

D R

A W N

B Y:

B M

D B

C H

E C

D B

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E D

E :

C O

N O

S K

O R

D E R

N O

2 3 4 5 6 7 8 9 10

E M

C R

O N

A, J

F O

R C

E C

E N

S O

, N E

A, G A

P R

C T

N O

N S

TASK ORDER NO.:

CONTRACT NO.:

ISSUE DATE.:

ISSUE STATUS:

BUILDING

INTERIM DESIGN SUBMITTAL

E N

- O

A, J A P

DLA ENERGY - OKINAWA, JAPAN

G-081 40720

C O

O L

T 4 0

- C O

V E R

S H

-1

7- F-

-1

5- D

-0

NOT FOR CONSTRUCTION

C H

A C

O M

N D

2 0

C H

r v t

CHIBANA COMPOUND DESIGN

FA8903-17-F-0368

FA8903-15-D-0002

30 APRIL 2018

P.2017.01876

40720ACCESS CONTROL POINT 40720

.001

ACCESS CONTROL POINT 40720 - DRAWING LIST

SHEET

NUMBER SHEET TITLE

GENERAL

G-081 ACCESS CONTROL POINT 40720 - COVER SHEET

CIVIL

C-081 ACCESS CONTROL POINT 40720 - LEGEND, ABBREVIATIONS AND

GENERAL NOTES

C-181 ACCESS CONTROL POINT 40720 - EXISTING CONDITIONS & DEMOLITION

PLAN

C-182 ACCESS CONTROL POINT 40720 - PROPOSED SITE LAYOUT & UTILITY

PLAN

C-183 ACCESS CONTROL POINT 40720 - SITE GRADING, DRAINAGE & EROSION

CONTROL PLAN

C-581 ACCESS CONTROL POINT 40720 - SITE DETAILS

C-582 ACCESS CONTROL POINT 40720 - SITE DETAILS

ELECTRICAL

ES101 ACCESS CONTROL POINT 40720 - ELECTRICAL SITE PLAN

ES401 ACCESS CONTROL POINT 40720 - ELECTRICAL SITE PART PLAN

FOR IN

FORMATIO

N O

NLY

82.56

CONC CURB

AC PAVED AREA

BUILDING OR STRUCTURE

SPOT ELEVATION

ELECTRICAL LINE W/ EMH

SANITARY SEWER LINE W/ SMH

CHAIN-LINK FENCE

EMH

CONTOUR LINE

WATER LINE W/ GATE VALVE

CONC STRUCTURE OR CONC PAVED

TRENCH DRAIN

STONE DITCH

SODDING

TREE & SHRUB

SEWER FORCEMAIN

STORM DRAINAGE LINE W/ CATCH BASIN

CATCH BASIN

SIGN POST

ELECTRICAL LIGHT/POST

SIGNAGE

SURFACE CLEANOUT (SCO)

LOW

REMOVAL WORK

TEMPORARY FILTER MAT FENCE OR SILTATION LOG

LIMIT OF WORK

UTILITY POLE W/ GUY WIRE

HYDRANT

BOLLARD

GENERAL NOTES:

1. NOT ALL OF THE NOTES ARE APPLICABLE TO THIS PROJECT.

2. LOCATIONS OF EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AS-BUILT DRAWINGS OF RECORDS. ALL

EXISTING INFORMATION SHOWN ON THE PLANS SHALL BE VERIFIED BY AN ON-THE-GROUND FIELD SURVEY

PRIOR TO CONSTRUCTION.

3. ANY DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, AND SITE CONDITIONS TO BE REPORTED

IMMEDIATELY TO THE CONTRACTING OFFICER FOR CLARIFICATION AND RESOLUTION PRIOR TO

CONSTRUCTION. IF PROBLEMS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR WILL

NOTIFY THE ENGINEER BEFORE PROCEEDING WITH THE WORK.

4. ALL SITE CONSTRUCTION TO BE DONE IN ACCORDANCE WITH THE KADENA AIR BASE, OKINAWA, JAPAN, STANDARDS.

5. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS AND MATERIALS FOR CONSTRUCTION OF THIS

PROJECT, INCLUDING COMPLIANCE WITH ALL APPLICABLE REGULATIONS.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY REQUIRED CLEARANCE, PERMITS, AND

APPROVALS FROM THE BASE PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES AND FOR COMPLETION

OF WORK.

7. CONTRACTOR SHALL LIMIT ALL CONSTRUCTION ACTIVITIES TO LIMITS OF WORK.

8. REGRADING WILL NOT OCCUR UNTIL AUTHORIZED BY THE CONTRACTING OFFICER.

9. THE CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING ALL ACTIVITIES WITH THE CONTRACTING

OFFICER.

10. BACKFILL MATERIALS AND COMPACTION REQUIREMENTS WILL BE AS STATED IN THE CONTRACT

DOCUMENTS.

11. ALL ROADWAYS AND BUILDINGS WILL BE MAINTAINED AND PROTECTED AS DESCRIBED. DAMAGED AND

REMOVED SECTIONS OF ROADWAY TO BE REPLACED IN KIND, AND AT CONTRACTOR'S EXPENSE IF NOT

PART OF THE WORK.

12. DISPOSAL OF ALL MATERIALS TO BE COMPLETED WITHIN ALL APPLICABLE REGULATIONS AND SHALL BE THE

CONTRACTOR'S RESPONSIBILITY.

13. CONTRACTOR TO REPORT TO THE CONTRACTING OFFICER ALL SPILLS AND LEAKS OF OIL OR OTHER

HAZARDOUS SUBSTANCES (E.G. OIL, ANTIFREEZE, CHEMICALS, ETC.) OCCURRING DURING THE

PERFORMANCE OF THIS CONTRACT IMMEDIATELY UPON DISCOVERY, REGARDLESS OF THE QUANTITY.

14. CONTRACTOR TO PROVIDE A FULL SET OF AS-BUILT DRAWINGS TO THE OWNER AT THE COMPLETION OF

THE PROJECT.

15. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR SHALL LEAVE THE PROJECT AREA

FREE OF DEBRIS AND UNUSED MATERIAL. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE RESTORED

TO AN "AS GOOD OR BETTER" CONDITION.

16. THE CONTRACTOR SHALL PROVIDE SUFFICIENT WIND-PROOFED TRAFFIC BARRICADES AND TEMPORARY

TRAFFIC SAFETY COVERING SYSTEM SUCH AS HEAVY DUTY STEEL PLATES (T-25) ON ALL OPEN OR

EXCAVATED TRENCH TO MAINTAIN ACCESSIBILITY/USAGE OF ALL BUILDINGS NEAR THE PROJECT SITE.

DURING HOURS OF DARKNESS, LIGHTED TRAFFIC BARRICADES SHALL BE PROVIDED.

17. DESTRUCTION OF BANYAN TREES IS PROHIBITED. INCORPORATE EXIST TREES INTO FUTURE DESIGNS OR

MOVE BANYAN TREES TO A LOCATION WHERE THEY ENHANCE THE LANDSCAPE DESIGN, FOR EXAMPLE

IN/AROUND THE PARKING AREAS, OR RE-PLANT TO THE LOCATION DESIGNATED BY THE CONTRACTING

OFFICER.

18. UTILIZE "LANDSCAPE DEVELOPMENT PLAN REFERENCE DATA, KADENA AIR BASE, OKINAWA, JAPAN, 2ND

EDITION" FOR GUIDANCE ON LANDSCAPING.

UTILITIES:

1. UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND MAY NOT INCLUDE ALL UTILITIES WITHIN THE PROJECT

SITE. CONTRACTOR TO FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO COMMENCING WORK.

CONTRACTOR TO ENSURE THAT DEMOLITION AND/OR RELOCATION OF ANY UTILITIES WILL NOT IMPACT UP

STREAM OR DOWN STREAM FACILITIES. CONTRACTOR TO CONTACT THE CONTRACTING OFFICER PRIOR TO

ANY SUBSURFACE INVESTIGATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY GOVERNMENT UTILITY SYSTEM

RESULTING FROM CONSTRUCTION OPERATIONS; ANY DAMAGE SHALL BE REPORTED IMMEDIATELY TO THE

CONTRACTING OFFICER OR APPROVED GOVERNMENT REPRESENTATIVE.

3. CONTRACTOR SHALL PERFORM EFFECTIVE MEANS OF LOCATING UNDERGROUND PVC/RCP/DI PIPES ON ALL

BUILDING UNITS PROXIMATE TO LIMIT OF WORK & CONFIRM ALL EXISTING LOCATIONS AND POINT OF

CONNECTIONS, SIZES, ETC., BEFORE PROCEEDING WITH EXCAVATION WORKS.

4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITIES AND SERVICES THROUGHOUT THE

DURATION OF THE PROJECT. CONTRACTOR TO PROTECT ALL UTILITY LINES THROUGHOUT ALL PHASES OF

WORK. CONTRACTOR TO INFORM CONTRACTING OFFICER OF ANY ANTICIPATED TEMPORARY SERVICE

INTERRUPTIONS AND OBTAIN CONTRACTING OFFICER'S APPROVAL PRIOR TO BEGINNING WORK.

5. ANY UTILITIES THAT END AT DEMOLISHED STRUCTURES TO BE PERMANENTLY CAPPED AND SEALED.

UTILITIES NOT IDENTIFIED FOR DEMOLITION TO BE RELOCATED AS REQUIRED IN ORDER TO MAINTAIN

UTILITY SERVICE.

6. CONTRACTOR TO ADJUST UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN-OUTS, UTILITY

MANHOLES, INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE CHANGES, WHETHER SPECIFICALLY

NOTED ON PLANS OR NOT.

7. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PRIVATE UTILITY SERVICES

SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE

RESPECTIVE UTILITY COMPANY (TELEPHONE.) FINAL DESIGN AND LOCATIONS OF UTILITY STUBS AT THE

BUILDING WILL BE PROVIDED ON THE ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL COORDINATE

THE INSTALLATION OF THE UTILITY CONNECTIONS WITH THE RESPECTIVE COMPANIES PRIOR TO ANY

UTILITY CONSTRUCTION.

8. PROVIDE A MINIMUM COVER FOR PIPES, 900MM FOR PAVED AREAS AND 760MM FOR UNPAVED AREAS.

9. ALL GRAVITY SEWER PIPES SHALL CONSIST OF PVC SDR-35 CONFORMING TO ASTM D3034. FITTINGS SHALL

COMPLY WITH ASTM D3034. JOINTS SHALL COMPLY WITH ASTM D3212.

10. WATER PIPES TO BE POLYVINYL CHLORIDE (PVC) PRESSURE CLASS 150 (DR18) CONFORMING TO AWWA

C900.

11. REFER TO ELECTRICAL PLANS FOR SECTIONS AND DETAILS OF THE UTILITY DUCT BANK.

12. UPON COMPLETION OF SEWER CONSTRUCTION, CONTRACTOR SHALL MAKE ADVANCE ARRANGEMENTS (3

WORKING DAYS MIN.). THROUGH CONTRACTING OFFICER'S REPRESENTATIVE, WITH PWD UTILITIES

WATER/WASTEWATER SUPERINTENDENT FOR FINAL ACCEPTANCE INSPECTION OF THE NEW SEWER

CONSTRUCTION.

SOIL EROSION AND SEDIMENT CONTROL NOTES:

1. NO VEGETATION TO BE DISTURBED EXCEPT AS NOTED HEREON OR AS NECESSARY FOR GRADING

PURPOSES AND ONLY AS APPROVED BY THE ENGINEER.

2. TOPSOIL TO BE STRIPPED TO BE REUSED, STOCKPILED AND REDISTRIBUTED OVER GRADED AREAS.

PROVIDE EROSION AND SEDIMENTATION CONTROLS AROUND STOCKPILES.

3. ALL DISTURBED AREAS WHICH ARE FINISH GRADED WITH NO FURTHER CONSTRUCTION TO TAKE PLACE TO

BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER GRADING IS COMPLETE.

4. CONSTRUCT TEMPORARY EROSION CONTROLS AS SHOWN ON THE DRAWINGS PRIOR TO STARTING WORK.

THE SMALLEST PRACTICAL AREA OF LAND SHOULD BE EXPOSED AT ANY ONE TIME DURING CONSTRUCTION.

WHEN LAND IS EXPOSED DURING CONSTRUCTION, THE EXPOSURE SHOULD BE KEPT TO THE SHORTEST

PRACTICAL PERIOD OF TIME.

5. THE CONTRACTOR SHALL PREVENT DEBRIS FROM ENTERING ALL INLETS. PROVIDE AND MAINTAIN INLET

PROTECTION FOR THE DURATION OF THE WORK. CLEAN ALL STRUCTURES AT THE COMPLETION OF THE

WORK.

6. SATISFACTORY TOPSOIL IS DEFINED AS SOIL BEING FREE OF SUBSOIL, CLAY, STONES, AND OTHER OBJECTS

OVER 50mm IN DIAMETER.

7. THE EROSION CONTROL DEVICES SHOWN ON THE DRAWINGS AND AS SPECIFIED IN THE CONTRACT

DOCUMENTS REPRESENT THE MINIMUM REQUIRED FOR EROSION CONTROL. CONTRACTOR TO ADD TO

THESE DEVICES ANY AND ALL MEASURES AS REQUIRED BY THE ENGINEER TO EFFECTIVELY PREVENT

MIGRATION OF SEDIMENT FROM THE WORK AREA

8. SEDIMENTATION BARRIERS SHALL BE MAINTAINED DURING AND AFTER CONSTRUCTION TO REMOVE

SEDIMENT FROM RUNOFF WATER AND FROM LAND UNDER GOING CONSTRUCTION. WHERE POSSIBLE, NATURAL DRAINAGE WAYS SHOULD BE UTILIZED AND LEFT OPEN TO REMOVE CLEAN SURFACE WATER.

9. ALL LOCATIONS OF TEMPORARY EROSION CONTROL DEVICES SHALL BE SUBJECT TO ADJUSTMENT AS

REQUIRED BY THE ENGINEER, OWNER, OR DESIGNATED INSPECTOR.

10. TEMPORARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) SHALL BE

REMOVED WITHIN 30 CALENDAR DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE

TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON

SITE. DISTURBED SOIL RESULTING FROM REMOVAL OF BMPS OR VEGETATION SHALL BE PERMANENTLY

STABILIZED.

11. DUST CONTROL: THE CONTRACTOR SHOULD IMPLEMENT DUST CONTROL MEASURES AS NEEDED TO

MINIMIZE AIRBORNE PARTICLES. DUST CONTROL MEASURES SHOULD CONSIST OF USE OF A WATER TRUCK

EQUIPPED WITH A SPRAY-BAR THAT DISSIPATES THE WATER EVENLY OVER THE SURFACE. DRY POWER

BROOMING WILL NOT BE PERMITTED. INSTEAD USE VACUUMING, WET MOPPING, WET SWEEPING, OR WET

POWER BROOMING.

LEGEND:

PROPOSEDDESCRIPTIONEXISTING

33.75

CONC CURB

A C

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G E

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GPS DATA POINTS

STA

29188.359

Y(E)

40243.302

X(N)

G2 29121.43540285.657 34.319

34.099

G2-1 29190.71640302.648 35.698

G2-2 29175.88640338.523 35.952

SEE PROJECT OVERALL SITE

PLAN FOR DATA POINT LOCATIONS

REMOVAL WORK KEY

1 SAW CUT AND REMOVE ASPHALT

PAVEMENT

2 REMOVE CONCRETE CURB

3 REMOVE CONCRETE PAD

4 STRIP TOP SOIL AND SALVAGE FOR

GRASS RESTORATION

5 REMOVE GATE CONTROLS

6 REMOVE CHAIN-LINK FENCE

7 REMOVE BOLLARDS

8 REMOVE GATE

9 REMOVE PAVEMENT STRIPING

GENERAL NOTES

1. SEE DRAWING C-001 FOR GENERAL NOTES, EROSION CONTROL NOTES, AND LEGEND.

FOR CONTINUATION SEE DRAWING C-101 (BUILDING 53110)

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FOR CONTINUATION SEE DRAWING C-101 (BUILDING 53110)

GENERAL NOTES

1. SEE DRAWING C-001 FOR GENERAL NOTES, EROSION CONTROL NOTES, AND LEGEND.

GPS DATA POINTS

STA

29188.359

Y(E)

40243.302

X(N)

G2 29121.43540285.657 34.319

34.099

G2-1 29190.71640302.648 35.698

G2-2 29175.88640338.523 35.952

SEE PROJECT OVERALL SITE

PLAN FOR DATA POINT LOCATIONS

FOR IN

FORMATIO

DRAINAGE SWALE

MOTORIZED

SLIDE GATE

ASPHALT PAVEMENT

MAINTAIN EXISTING

CATCH BASIN

GRATE ELEV. = 33.71

SEDIMENT

BARRIER

(TYP)

GUTTER PIPE

TRENCH DRAIN

EDGE OF

ASPHALT

(TYP)

33.50

INV = 34.00

34.11

34.05

33.96

33.74

33.65

33.75

33.87

EDGE OF

PAVEMENT

CONCRETE

CURB

34.03

33.75

33.90

GRATE = 35.03

INV = 34.05

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FOR CONTINUATION SEE DRAWING C-101 (BUILDING 53110)

GENERAL NOTES

1. SEE DRAWING C-081 FOR GENERAL NOTES, EROSION CONTROL NOTES, AND LEGEND.

GPS DATA POINTS

STA

29188.359

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40243.302

X(N)

G2 29121.43540285.657 34.319

34.099

G2-1 29190.71640302.648 35.698

G2-2 29175.88640338.523 35.952

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WORK AREA

PLAN VIEW

CONSTRUCTION SPECIFICATIONS:

1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS OR

APPROVED EQUAL.

2. FIBER ROLL COMPOST/JSOIL/ROCK/SEED FILL TO MEET

APPLICATION REQUIREMENTS.

3. FIBER ROLL DEPICTED IS FOR MINIMUM SLOPES.

GREATER SLOPES MAY REQUIRE LARGER SOCKS PER

THE ENGINEER.

4. COMPOST MATERIAL TO BE DISPOSED OFF SITE.

AREA TO BE FREE

OF DEBRIS

CINDER

BLOCK (TYP)

CINDER BLOCK ON

2M LINEAL SPACING

(TYP)

FIBER ROLL

(300-450 TYP)

AREA TO

PROTECTED

FIBER ROLL

(300-450) (TYP)

NOTES:

1. INLET MUST SAFELY PASS FLOWS DEEPER THAN A 1-YR, 24-HR

STORM EVENT.

2. CONTRACTOR IS TO INSPECT AND CLEAN INLET FILTERS AFTER

EVERY STORM.

3. FILTERS ARE TO BE INSTALLED ON ALL CATCH BASINS WITHIN WORK

AREA.

4. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING.

25.4 REBAR FOR

BAG REMOVAL

FROM INLET

INLET GRATE

FILTER LOG

AT CURB

INLET

INSTALLATION DETAIL

ISOMETRIC VIEW

6.4 NYLON ROPE

EXPANSION

RESTRAINT

51x51x19

RUBBER BLOCK

(TYP)

SEDIMENT BARRIER - FIBER

ROLL SILTATION LOG

A1 INLET FILTER

NOTES:

1. REFER TO SHEET C-182 FOR EXACT LOCATION OF PARKING SPACES

AND STRIPING.

2. SEE PAVEMENT MARKING SPECIFICATION 32 17 24.00 10 FOR

ADDITIONAL DETAIL REGARDING STRIPING.

EDGE OF

PAVEMENT

FINISHED

GRADE

19 ROUNDING

EXTRUDED CONCRETE CURB

SMOOTH RUBBED FINISH ON

ALL EXPOSED FACES

PAVEMENT

BUILDUP

V A

R I E

S E

L A

F I G

U R

A T

I O

C-581

D3 CONCRETE CURB DETAIL

A6 PAVEMENT MARKINGS

200 WIDE STRIPES. SPACED AT

1200 O.C., ALIGNED AT 45° COLOR

TO BE YELLOW

100 WIDE STRIPES COLOR TO BE

WHITE FOR PARKING AND LANE

LINES

YELLOW FOR CENTER LINES

A9 BOLLARD

ROUND TOP

PAINT BOLLARD OSHA

SAFETY YELLOW

200 STD.PIPE FILLED

W/CONC.

SLOPE TOP OF

CONC.

PAVEMENT

GRASS

SONOTUBE

200 MIN. AGGREGATE BASE

OR MATCH EXISTING

EXISTING PAVEMENT

BUILD-UP

GRIND EXISTING

PAVEMENT 38 (MIN)

EDGE OF EXISTING PAVED ROAD - CONTRACTOR

TO SAW CUT EXISTING PAVEMENT EDGE TO

PROVIDE STRAIGHT TRANSITION EDGE, APPLY

TACK COAT

REMOVE EXISTING PAVEMENT SURFACE FOR

DISTANCE OF 300 TO CONSTRUCT BUTT JOINT

BETWEEN EXISTING AND PROPOSED

BITUMINOUS PAVEMENT

75 MIN. ASPHALT PAVEMENT

OR MATCH EXISTING

C6 ASPHALT PAVEMENT

F5 SECURITY FENCE

TENSION WIRE

TOP TENSION WIRE

3 STRAND BARBED WIRE

(@ SECURITY FENCE LOCATIONS)

FINISH GRADE

CORNER POST

TRUSS ROD

BRACE RAIL

(@ CORNER POSTS)

TURNBUCKLE

FENCE FABRIC

CONCRETE

FOOTING

OUTSIDE BASE

PERIMETER

LINE

POST

STEEL CHAIN

LINK FABRIC

NOTE:

SEE ARCHITECTURAL DRAWINGS FOR FENCING REQUIREMENTS AT

MECHANICAL EQUIPMENT YARD

END VIEW

3:1 3:1

VARIES AS SHOWN ON PLAN

INSTALL BIODEGRADABLE EROSION

CONTROL MATTING OR PERMANENT

TURF REINFORCEMENT TO A HEIGHT OF

300MM ABOVE DITCH CENTERLINE GRADE

600MM

MIN.

100MM LOAM & SEED

SEE PLANS

D1 DRAINAGE SWALE

150 O.D. POST

COMPANION

CATCHER

BEARINGS

SPHERICAL

SUPPORT

W4 TRUCK

1.33 HANGER

BOLT GUSSETS

HANGER BRACKET

BOTTOM GUIDE

CATCHER ASSEMBLY

GATE HANGER ASSEMBLY

SMOOTH LEADING EDGE.

(NO PROTRUSIONS PER

ASTM F2200-05)

ENLARGED SECTION

ELEVATION

PLAN VIEW

SECTION

VIEW

OPERATOR PADGATE

OPERATOR

B = POST SPACING C/CA = 6706

GATE HANGER ASSEMBLY

CATCH ASSEMBLY

CATCH

ASSEMBLY

DRIVE CHAIN

GATE HANGER

ASSEMBLY

BOTTOM GUIDEBOTTOM GUIDE

GRADE

C = OVERALL GATE LENGTH

BARB WIRE AND BARB ARMS

D = COUNTERBALANCE

LENGTH

±530

SECTION

GUIDE WHEEL

BOTTOM GUIDE

BRACKET

UL 325 COMPLIANT

WHEEL COVERS

(STANDARD)

NOTES:

1. ALL FITTINGS SHALL BE PROVIDED FOR 150 O.D. POSTS.

2. GATE ELEVATION IS VIEWED FROM THE OUTSIDE OF THE SECURE AREA LOOKING IN.

3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

4. DO NOT SCALE DRAWING.

5. THIS DRAWING IS INTENDED FOR USE BY THE CONTRACTOR FOR PLANNING PURPOSES AND NOT BE USED FOR CONSTRUCTION.

CONSTRUCTION SHALL BE BASED ON APPROVED SHOP DRAWINGS.

CRITICAL DIMENSION CHART

MARK

A B C D E

CLEAR OPENING

COUNTERBALANCE POST SPACING C/C

COUNTERBALANCE LENGTH

NOMINAL GATE HEIGHT

POST HEIGHT (W/ BARB ARMS)

DESCRIPTION FORMULA

(A/2) - 28 A

A X 1.5 A X 0.5

E F E + 45

OVERALL GATE LENGTH

FABRIC HEIGHTG E - 30

DIM.

150 O.D. POST

GATE

OPERATOR

GATE

OPERATOR GATE

OPERATOR

CONCRETE

FOOTING (TYP)

D7 HEAVY DUTY CANTILEVER SLIDE GATE SYSTEM

A4 PIPE TRENCH

ALL UNITS IN MILLIMETERS UNLESS OTHERWISE NOTED.

VARIES

SEE PLAN FOR CONFIGURATION

FINISH GRADE

TRENCH WIDTH SHALL

BE MAINTAINED TO

TOP OF PIPE BEDDING

ADDITIONAL EXCAVATION AND

BEDDING WHEN ORDERED BY

THE ENGINEER

NOTE:

BRACING AND SHEETING OR OTHER TRENCH PROTECTION SHALL BE PROVIDED

TO MEET APPLICABLE STATE AND O.S.H.A. SAFETY STANDARDS. ALL SUCH

TRENCH PROTECTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

W=4/3 PIPE I.D.

+ 450 900 MIN.

ASPHALT

PAVEMENT

PIPE & TRENCH

PAVED

SECTION

UNPAVED

SECTION

300 WARNING TAPE

100 LOAM AND SEED

VARIABLE DEPTH

ACCORDING TO

PIPE DEPTH

1/2 O.D. + 150

SATISFACTORY SOILS FROM

TRENCH EXCAVATION OR

COMPACTED GRANULAR FILL

AS DIRECTED BY ENGINEER

SIDE OF TRENCH MAY BE

SLOPED BACK TO MEET SAFETY

REQUIREMENTS WHERE EXTRA

WIDTH IS POSSIBLE

PIPE

BEDDING

PIPE SIZE AS

NOTED ON PLANS

C-581

FOR IN

FORMATIO

FOR IN

FORMATIO

JAPAN

OKINAWA

CHIBANA COMPOUND

N.T.S.

N.T.S

DLA-ENERGY

FORMER 505TH QUARTERMASTER BATTALION

OKINAWA, JAPAN

AIR FORCE CIVIL ENGINEER CENTER

CHIBANA COMPOUND

N.T.S.

5 W

G A

5 W

G C

53115WING B

T 4

SHEET OF

SHEET ID

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

S K

O R

D E R

N O

2 3 4 5 6 7 8 9 10

E M

C R

O N

A, J

F O

R C

E C

E N

S O

, N E

A, G A

P R

C T

N O

N S

TASK ORDER NO.:

CONTRACT NO.:

ISSUE DATE.:

ISSUE STATUS:

BUILDING

INTERIM DESIGN SUBMITTAL

E N

- O

A, J A P

DLA ENERGY - OKINAWA, JAPAN

G-001 53110

R S

-1

7- F-

-1

5- D

-0

NOT FOR CONSTRUCTION

C H

A C

O M

N D

2 0

C H

r v t

CHIBANA COMPOUND DESIGN

FA8903-17-F-0368

FA8903-15-D-0002

30 APRIL 2018

P.2017.01876 53110

BUILDING 53110 - DRAWING LIST

SHEET

NUMBER SHEET TITLE

GENERAL

G-001 BUILDING 53110 - COVER SHEET

G-002 BUILDING 53110 - LEGENDS AND ABBREVIATIONS

G-003 BUILDING 53110 - CODE INFORMATION

CIVIL

C-001 BUILDING 53110 - LEGEND, ABBREVIATIONS AND GENERAL NOTES

C-101 BUILDING 53110 - EXISTING CONDITIONS & DEMOLITION PLAN

C-102 BUILDING 53110 - PROPOSED SITE LAYOUT, UTILITY, GRADING & EROSION

CONTROL PLAN

C-501 BUILDING 53110 - SITE DETAILS

C-502 BUILDING 53110 - SITE DETAILS

HAZMAT

HD101 BUILDING 53110 - ACM ABATEMENT PLAN

ARCHITECTURAL

A-101 BUILDING 53110 - DEMOLITION AND FLOOR PLANS

A-102 BUILDING 53110 - REFLECTED CEILING AND ROOF PLANS

A-201 BUILDING 53110 - EXTERIOR ELEVATIONS

A-501 BUILDING 53110 - INTERIOR ELEVATIONS

A-601 BUILDING 53110 - PARTITION TYPES

A-602 BUILDING 53110 - DOOR AND WINDOW INFORMATION

A-701 BUILDING 53110 - FINISH PLAN

FIRE PROTECTION

FA001 BUILDING 53110 - FIRE ALARM SYMBOLS AND GENERAL NOTES

FA101 BUILDING 53110 - FIRE ALARM PLAN

FA501 BUILDING 53110 - FIRE ALARM SEQUENCE OF OPERATIONS

MECHANICAL

M-001 BUILDING 53110 - LEGENDS, ABBREVIATIONS, & GENERAL NOTES

M-101 BUILDING 53110 - HVAC FLOOR PLAN

M-501 BUILDING 53110 - DETAILS

M-601 BUILDING 53110 - SCHEDULES

MD101 BUILDING 53110 - DEMOLITION PLAN

PLUMBING

P-001 BUILDING 53110 - LEGENDS, ABBREVIATIONS & GENERAL NOTES

P-101 BUILDING 53110 - PLUMBING FLOOR PLANS

P-501 BUILDING 53110 -DETAILS

P-601 BUILDING 53110 - SCHEDULES

ELECTRICAL

E-001 BUILDING 53110 - LEGENDS, ABBREVIATIONS, & GENERAL NOTES

E-101 BUILDING 53110 - POWER & LIGHTING FLOOR PLANS

E-102 BUILDING 53110 - SYSTEMS FLOOR PLAN

E-601 BUILDING 53110 - LIGHTING FIXTURE SCHEDULE, PANEL SCHEDULE, &

ONE-LINE DIAGRAM

ED101 BUILDING 53110 - DEMOLITION PLAN

.002

FOR IN

FORMATIO

DRAWING ABBREVIATIONS

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT,

OR CEMENT PLASTER

BRICK

CMU

STONE

FIBERGLASS SEMI

RIGID INSULATION

FIBERGLASS BATT

INSULATION

MINERAL WOOL SEMI

RIGID INSULATION

EXPANDED POLYSTYRENE

RIGID INSULATION

EXTRUDED POLYSTYRENE

RIGID INSULATION

POLYISOCYANURATE

RIGID INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT

BOARD

COATED GLASS MAT

WATER RESISTANT

GYP BD

PLYWOOD

COVER BOARD

MATERIALS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

CEILING SYMBOLS

GENERAL NOTES

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ASHRAE AMERICAN SOCIETY OF HEATING,

REFRIGERATING AND AIR-CONDITIONING

ENGINEERS

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

0 GRID / COLUMN

LINE DESIGNATOR

EQUIPMENT NUMBER

DOOR NUMBER

WALL TYPE

WINDOW TYPE

ROOM NAME

101 ROOM NAME AND NUMBER

PROJECT NORTH

NORTH ARROW w/

TRUE NORTH

INDICATION

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GWB GYPSUM WALLBOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HI HAWAII

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

IN INCH

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RAF RAISED (RIGID GRID) ACCESS FLOOR

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RADIO FREQUENCY

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

TX TEXAS

TYP TYPICAL

U --------------------

UNO UNLESS NOTED OTHERWISE

V --------------------

VA VIRGINIA

VIF VERIFY IN FIELD

W WITH

610 mm x 610 mm

ACT CEILING

610 mm x 1220 mm

ACT CEILING

GYP BD CEILING

305 mm x 305 mm

ACT CEILING

610 x 1220 LIGHT FIXTURE

RETURN AIR GRILLE

SUPPLY AIR DIFFUSER

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER

WHERE

SECTION/DETAIL IS

DRAWN

1 SHEET KEYNOTE

A101

Ref

R ef

Ref

R ef

INTERIOR ELEVATION

A-101

PLATE NUMBER

WHERE

SECTION/DETAIL IS

DRAWN

DEMOLITION

KEYNOTE

AE-101

A101

LEGEND

10.

11.

12.

13.

14.

GENERAL NOTES

DLA ENERGY WILL OCCUPY THE BUILDINGS CONCURRENT WITH THE

CONTRACTOR'S WORK. CONTRACTOR SHALL COORDINATE WITH DLA

ENERGY FOR REQUIREMENTS OF PHASED CONSTRUCTION AND

TEMPORARY FACILITIES AND CONTROLS. EXECUTE WORK IN A CAREFUL

AND ORDERLY MANNER WITH LEAST POSSIBLE DISTURBANCE TO THE

BUILDING OCCUPANTS.

CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER, OR

DESIGNATED TECHNICAL REPRESENTATIVE, A SEQUENCE OF

PROCEDURE, MEANS OF ACCESS, SPACE FOR STORAGE OF MATERIALS

AND EQUIPMENT, AND USE OF APPROACHES, AND INTERIOR CIRCULATION

FOR ACCESS.

ALL WORK INCLUDED IN THIS CONTRACT SHALL CONFORM TO ALL

FEDERAL AND OTHER CODES AND ORDINANCES WHICH APPLY TO THIS

PROJECT.

THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES

TO THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PROCEED WITH

THE WORK ONLY AFTER THE DISCREPANCIES HAVE BEEN RESOLVED.

THE CONTRACTOR SHALL PROTECT EXISTING ITEMS, SYSTEMS AND

SURFACES TO REMAIN. ANY DAMAGE RESULTING FROM THE

CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS

APPROVED BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO

THE GOVERNMENT.

THE CONTRACTOR SHALL PROVIDE BARRICADES AT ALL WORK AREAS TO

PREVENT PERSONNEL FROM ENTERING AREAS OF WORK.

THE CONTRACTOR SHALL MAINTAIN EGRESS PATHS FOR BUILDING

OCCUPANTS AT ALL TIMES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND

DISPOSAL AND/OR RECYCLING OF ALL DEMOLITION MATERIALS UNLESS

NOTED TO REUSE, RELOCATE, OR SALVAGE AND TURN OVER TO THE

GOVERNMENT. FEATURES MAY BE SHOWN WITHIN THE LIMIT OF WORK THAT

ARE NOT EXPLICITLY CALLED OUT FOR REMOVAL OR DEMOLITION.

DEMOLISH ALL FEATURES WITHIN THE LIMIT OF WORK REQUIRED TO

COMPLETE THE WORK OF THE PROJECT.

WHERE ALTERATIONS OCCUR, OR NEW AND OLD WORK JOIN, CUT REMOVE,

PATCH, REPAIR OR REFINISH ADJACENT SURFACE AND LEAVE IN SAME

CONDITION AS EXISTED PRIOR TO COMMENCING WORK.

COORDINATE CLEANING OF THE WORK AREA WITH ALL APPLICABLE

FEDERAL REGULATIONS.

ALL DIMENSIONS ARE IN MILLIMETERS. ALL DIMENSIONS ARE FROM FACE

OF FINISH TO FACE OF FINISH UNLESS NOTED OTHERWISE.

REFER TO THE SPECIFICATIONS PACKAGE FOR QUALITY AND

PERFORMANCE REQUIREMENTS OF INDIVIDUAL COMPONENTS.

A SEISMIC EVALUATION IS NOT INCLUDED IN THE SCOPE OF WORK FOR

THIS PROJECT AND HAS NOT BEEN PERFORMED.

EXISTING ELECTRICAL SERVICE AND DISTRIBUTION SYSTEM ARE

UNDERSIZED FOR THE UPGRADES INCLUDED IN THE SCOPE OF WORK FOR

THIS PROJECT. DESIGN AND CONSTRUCTION OF AN UPGRADED

ELECTRICAL DISTRIBUTION SYSTEM IS NOT IN THE SCOPE OF WORK FOR

THIS PROJECT. THE ELECTRICAL DESIGN ASSUMES REQUIRED UPGRADES

WILL BE IN PLACE AT THE TIME OF CONSTRUCTION THAT PROVIDE

ADEQUATE ELECTRICAL SERVICE TO EACH FACILITY.

SUPPLY AIR GRILLE

RECESSED CAN

LIGHTING FIXTURE

EXIT SIGN -

WALL MOUNTED

EXIT SIGN -

CEILING MOUNTED

PROJECT SUMMARY

PROJECT INFORMATION

PROJECT NAME: 100% DESIGN FOR CHIBANA BUILDINGS AT DLA ENERGY

OKINAWA, JAPAN

PROJECT LOCATION: CHIBANA COMPOUND, PREFECTURAL ROUTE 74,

OKINAWA, JAPAN

EXISTING TO

REMAIN

NEW WORK

NEW

PARTITIONS

FEC

FIRE

EXTINGUISHER IN

CABINET

FIRE

EXTINGUISHER ON

BRACKET

2450 CEILING HEIGHT

SHEET OF

SHEET ID

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

S K

O R

D E R

N O

2 3 4 5 6 7 8 9 10

E M

C R

O N

A, J

F O

R C

E C

E N

S O

, N E

A, G A

P R

C T

N O

N S

E N

- O

A, J A P

G-002 53110

D S

R E V

O N

-1

7- F-

-1

5- D

-0

NOT FOR CONSTRUCTION

C H

A C

O M

N D

2 0

C H

r v t

SHEET OF

SHEET ID

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

S K

O R

D E R

N O

2 3 4 5 6 7 8 9 10

E M

C R

O N

A, J

F O

R C

E C

E N

S O

, N E

A, G A

P R

C T

N O

N S

E N

- O

A, J A P

G-002 53110

D S

R E V

O N

-1

7- F-

-1

5- D

-0

NOT FOR CONSTRUCTION

C H

A C

O M

N D

2 0

C H

r v t

FOR IN

FORMATIO

OFFICE

10.102

OPEN OFFICE

10.101

WAITING

10.103

BREAK

10.104

TOILET

10.105

CP = 9.3 m

TD = 23.0 m

*WIDTH = 838 mm

WIDTH = 838 mm

NOTES:

SEE G-SERIES SHEETS FOR SYMBOLS, ABBREVIATIONS AND GENERAL

NOTES.

FIXTURES AND FURNISHINGS ARE NOT IN CONTRACT, UNLESS NOTED

OTHERWISE, AND ARE SHOWN FOR REFERENCE AND COORDINATION

ONLY.

FIRE EXTINGUISHER ON

BRACKET

FIRE EXTINGUISHER IN CABINET

CLEAN AGENT FIRE

EXTINGUISHER

MULTI-PURPOSE FIRE

EXTINGUISHER

FEC

TD = XX m TOTAL TRAVEL DISTANCE

COMMON PATH OF TRAVEL

EXIT & CLEAR OPENING WIDTH

CP = XX m

*WIDTH = 838 mm

EXIT SIGN / DIRECTION

1 HOUR FIRE RATED WALL

LIFE SAFETY LEGEND:

PROJECT NORTH

SHEET OF

SHEET ID

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

S K

O R

D E R

N O

2 3 4 5 6 7 8 9 10

E M

C R

O N

A, J

F O

R C

E C

E N

S O

, N E

A, G A

P R

C T

N O

N S

E N

- O

A, J A P

G-003 53110

O D

F O R

M A T

-1

7- F-

-1

5- D

-0

NOT FOR CONSTRUCTION

C H

A C

O M

N D

2 0

C H

r v t

1 : 50A1 BUILDING 53110 - FIRST LEVEL LIFE SAFETY PLAN

PROJECT DESCRIPTION

THE PROJECT IS FOR COMPLETE RENOVATION AND REPAIR TO THE EXISTING BUILDING

WITHIN THE EXISTING FOOTPRINT. THE SCOPE OF WORK GENERALLY INCLUDES

ABATEMENT OF HAZARDOUS MATERIALS; RECONFIGURING INTERIOR SPACES;

UPGRADING ELECTRICAL, MECHANICAL, AND FIRE ALARM SYSTEMS; REPLACING

ROOFING AND EXTERIOR DOORS; REPAIRING AND REPLACING EXTERIOR WINDOWS;

PAINTING THE BUILDING EXTERIOR; PROVIDING NEW DOMESTIC WATER AND SANITARY

SEWER SERVICE TO THE BUILDING; AND CORRECTING A SITE DRAINAGE ISSUE. THE

INTERIOR SPACES INCLUDE AN OFFICE, AN OPEN OFFICE AREA WITH RECEPTION, A

TOILET ROOM, AND A BREAK AREA.

APPLICABLE CODES

INTERNATIONAL BUILDING CODE, 2015

INTERNATIONAL MECHANICAL CODE, 2015

NFPA 101, LIFE SAFETY CODE, 2015

NFPA 70, NATIONAL ELECTRICAL CODE, 2014 EDITION

NFPA 72, NATIONAL FIRE ALARM CODE, 2016 EDITION

ASHRAE 90.1, 2013 EDITION

PROJECT DATA

BUILDING OCCUPANCY:USE GROUP B, BUSINESS / OFFICE SPACE

CONSTRUCTION TYPE: IIB

FIRE PROTECTION: NOT SPRINKLERED

FIRE SEPARATION DISTANCE: 13 810 mm

GENERAL BUILDING LIMITATIONS

BUILDING HEIGHTS AND AREAS

ALLOWABLE PROVIDED

STORIES (IBC TABLE 504.4) 3 1

HEIGHT (mm) (IBC TABLE 504.3) 16 764 2785

BUILDING AREA (m²) (IBC TABLE 506.2) 2136 93

FIRE-RESISTANCE RATINGS

BUILDING ELEMENT RATING (HOURS) REQUIRED PROVIDED

PRIMARY STRUCTURE 0 0

BEARING WALLS EXTERIOR 0 0

INTERIOR 0 0

NON-BEARING WALLS EXTERIOR 0 0

INTERIOR 0 0

FLOOR CONSTRUCTION 0 0

ROOF CONSTRUCTION 0 0

CORRIDORS 0 0

MAXIMUM AREA OF UNPROTECTED EXTERIOR WALL OPENINGS (IBC TABLE 705.8)

FIRE SEPARATION DISTANCE (mm)

9144 OR GREATER

LIFE SAFETY CODE ANALYSIS

EXIT ACCESS TRAVEL DISTANCES

DEAD END CORRIDOR

COMMON PATH OF TRAVEL

TOTAL TRAVEL DISTANCE

ALLOWABLE

6.1

PROVIDED

9.3

21.0

MAXIMUM DISTANCE (m)

EGRESS CAPACITY WIDTH

CAPACITY (5mm/PERSON)

CORRIDORS

DOOR OPENING

REQUIRED

PROVIDED

N/A

MINIMUM WIDTH (mm)

OCCUPANT LOAD

USE

BUSINESS

TOTAL

AREA (m²) PER

OCCUPANT

9.3

OCCUPANT

LOAD

INTERIOR FINISH RATINGS

BUILDING ELEMENT REQUIRED RATING

CORRIDORS MINIMUM CLASS B

OTHER MINIMUM CLASS C

ALLOWABLE AREA

NO LIMIT