3-Bay Hangar AM-0005 Drawings.pdf

E

X

T-WH

PNL-APR

E

T-APR

COVERED

STORAGE

XXX

COVERED

STORAGE

COVERED

STORAGE

HANGAR/AMU

XXXX

X X

X X X

X

X

X

X

SQUAD OPERATIONS

XXXX

AREA 1

A R

A

AREA 2

A R

AREA 2AREA 2

A R

R

AREA 1

SS SS

S S

S S

SS

SS

SS

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

S

S S

S

W

X

W

X

W

X

G

W

W

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

SS

SS

SS

W

X

W

X

F

X

F

X

C

O

G G

G

GGGGGGGG

G

D D

SD

X

D

S

D

X

D

S

D

X

C B

S D

X

S D

X

D D

D

C B

S

D

X

S

D

X

S

D

D D

S D

X

D

D

D

S

D

X

S

D

X

S D

X

S D

X

D

SD

X

SD

X

SD

X

D

D

SD

X

SD

X

SD

X

D

D S

D

X

S D

X

S D

X

S D

X

S D

X

S D

X

S D

X

S D

X

S D

X

S D

X

S D

X

S D

X

S D

X

D

D

S D

X

D

CO

D

D

CO

C O

SD

X

SD

X

SD

D

CO

D

SD SD

C

O

SD

X

C O

D

CO

S D

X

S D

X

D

CO

S D

X

S D

X

D

C O

C

O

C

O

CO

C

O

D

C

O

C

O

C

O

C

O

C

O

C

O

C

O

CO

C

O

CO

C

O

CO

CO

CO

CO

CO

S D

X

S

S

L5 L5 L5

L5 L5

L5

L5

L5

L5

L5

L5

L5

L5

L2

E S

ES

ES

ES

W208

F22V

F22

F23

F113 m m

D

I P

F

W207

70.439 TO MID-POINT OF BLDG

.2

T

O M

ID

-P

O

IN

T O

F B

L D

G

FIRE PUMP ROOM

FIRE DEPARTMENT ACCESS

W218

F114

100 mm PVC Pipe

R

R

R

6.100

6.100

FIRE LANE STRIPING

FIRE LANE STRIPING

STRUCTURE TABLE

STRUCTURE NAME:

F22

F22V

F23

F113

F114

W207

W208

W218

DESCRIPTION:

INSTALL:

1-400mm 90° BEND

REMOVED EX CAP AND CONNECT

TO EX 400mm FIRE WATER

CONNECT 400mm FIRE WATER

TO BUILDING RE: FIRE

PROTECTION PLANS

CONNECT 100mm FIRE WATER

TO BUILDING RE: FIRE

PROTECTION PLANS

INSTALL: FDC

RE: A2/CU502

INSTALL:

1-150mm FIRE HYDRANT ASSEMBLY

RE: A8/CU502

INSTALL:

1-150mm FIRE HYDRANT ASSEMBLY

RE: A5/CU502

INSTALL:

1-150mm FIRE HYDRANT ASSEMBLY

RE: A8/CU502

COORDINATES:

N: 3957295.461

E: 351205.659

N: 3957301.194

E: 351242.963

N: 3957298.676

E: 351205.164

N: 3957298.787

E: 351204.450

N: 3957283.961

E: 351206.729

N: 3957344.538

E: 351248.349

N: 3957430.932

E: 351157.175

N: 3957434.907

E: 351234.395

J

H

A Y

N E

S

S

C

A M

E R

O N

R

K

N O

L L E

A

PLOT SCALE:PLOT DATE: 1:112/22/2021

8:23:18 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

Cameron, Shane

F:\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.01 Civil\Hangar Package Files\AFSCOC103022_GI110.dwg

K

S

T E

D M

A N

DOMESTIC

TANK

DOMESTIC

TANK

TRUE NORTH

KEYPLAN

JAMES D. EMERSON

62773

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I L

E

N

A M

E

I S

S U

E

D

A T

E

C O

N T

R A

C T

N

O

S O

L I C

I T

A T

I O

N

N

O

U S

R M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

READY TO ADVERTISE - 16 JULY 2021

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

F Y

M

I L

C O

N

A

F S

O C

H A

N G

M U

Y O

K O

B

S

E

J A

P A

N

T H

R E

E B

Y

H

N

G A

R

A

M U

W

H

V D

A F

J U

L

M A

K

D

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

AREA 2

GI110

C O

M

P L

I A

N C

E

P

L A

N

A

R E

A

GATE VALVE

LIGHT. REFER TO

ELECTRICAL PLANS

FIRE DEPARTMENT

CONNECTION

POST INDICATOR

VALVE

FIRE HYDRANT

S SANITARY MANHOLE

CO SANITARY CLEANOUT

WATERLINE

EXISTING WATERLINE

SANITARY SEWER

W

SS

Wx

GAS LINE

G

ELEC DUCT BANK,

RE: ELEC

E

COMM DUCT BANK,

RE: ELEC

C

ALL PIPE LENGTHS ARE TO CENTER OF

FITTING OR MANHOLE.

1.

DIRECTIONAL INFORMATION BASED ON

TRUE NORTH.

2.

FIRE LINEF

STORM DRAIN

SD

HORIZONTAL THRUST BLOCK,

RE: A1/CU501

SCALE: 1:400

0 8000 16000

1 : 400

CODE COMPLIANCE PLAN - AREA 2

A1

GENERAL NOTES:

LEGEND:

EXISTING SANITARY SEWER

SS

X

EXISTING STORM DRAIN

SD

X

EXISTING FIRE LINEF

X

EXISTING FIRE HYDRANT

FIRE APPARATUS ROUTE

FIRE PUMP ROOM

FIRE LANE STRIPING, RE: G3/CS505

B

Q U

I R

Y

E P

L O

T T

E

E T

12/22/2021

RISER

RISER

(AM-0005)

M

A X

M

N

BURY GEOTEXTILE

A DEPTH OF 200 (MIN.)

BELOW GROUND LINE

50 X 100

WOOD

FRAME

GATHER EXCESS

GEOTEXILE AT CORNERS

AREA INLET

WITH GRATE

FRAME

GEOTEXTILE

15 M (MIN.)

M

I N

GEOTEXTILE

CRUSHED AGGREGATE (STONE SIZE 75 TO 150)

NTS

A1-1 SECTION

NTS

PLAN

X

STEEL OR WOOD POST-EMBED 900

1. SET POSTS AND EXCAVATE A 100 X 100 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.

EXTENSION OF FABRIC AND

WIRE INTO THE TRENCH.

2 GAUGE MIN.

MESH SPACING 150 MAX.

WIRE

FILTER BARRIER FABRIC

GROUND LINE

G-501

A1-1

PAVEMENT ON THIS SIDE OF THE

DIKE SHALL BE FOLDED UNDER

THE DIKE SECTION 500mm AND

GLUED DOWN

CONSTRUCTION

AREA

ASPHALT PAVEMENT

EXISTING CONCRETE OR

A5-1 SECTION

PLAN VIEW

A

ADHESIVE

FLOW

ADHESIVE

500 500

A D

H E

S I V

E

A D

H E

S I V

E

ADHESIVE

ADHESIVE

1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH PAVEMENT.

2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED EQUAL FOR CONCRETE PAVEMENT

APPLICATIONS AND EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS.

ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP AND A 500mm STRIP ALONG BOTH

EDGES.

FLOW

OVERLAP PER MANUFACTURER'S

RECOMMENDATIONS

NOTES:

J

H

A Y

N E

S

S

C

A M

E R

O N

R

K

N O

L L E

A

PLOT SCALE:PLOT DATE: 1:112/22/2021

6:09:17 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

King, David

F:\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.01 Civil\Hangar Package Files\AFSCOC103022_G-501.dwg

K

S

T E

D M

A N

JAMES D. EMERSON

62773

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

READY TO ADVERTISE - 16 JULY 2021

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

F Y

L

C O

N

A

F S

O C

H A

N G

M U

Y O

K O

S

E

J A

P A

N

T H

R E

E B

N

G A

R

A

M U

W

H

V

D

A F

J U

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

NTS

A1

STABILIZED CONSTRUCTION ENTRANCE

NTS

D1

HIGH FLOW SILT FENCE (TYP. FLTER

FABRIC W/WIRE FABRIC)

NTS

D6

INLET PROTECTION

NTS

A5

SILT DIKE

G-501

A5-1

E R

O S

I O

N

C

O N

T R

T

A I L

S

G-501

PLAN

SECTION

RUNOFF

TRENCH DRAIN

1. SURROUND GRATE INLET WITH EROSION CONTROL LOG FILTER SOCK.

2. 200 TEMP. EROSION CONTROL LOG FILTER SOCK.

WIRE MESH

CONCRETE BLOCKS

EROSION CONTROL SOCK

FINISHED GRADE

FILTERED WATER

S E

E

N

O T

E

SURROUND GRATED INLET

WITH EROSION CONTROL SOCK

GRATED INLET

NTS

E6

TRENCH DRAIN PROTECTION

PLAN

SECTION

RUNOFF

INLET

1. SURROUND GRATE INLET WITH EROSION CONTROL LOG FILTER SOCK.

2. 200 TEMP. EROSION CONTROL LOG FILTER SOCK.

WIRE MESH

CONCRETE BLOCKS

EROSION CONTROL SOCK

FINISHED GRADE

FILTERED WATER

S E

E

N

O T

E

SURROUND

GRATED INLET

WITH EROSION

CONTROL SOCK

GRATED INLET

NTS

A8

AREA INLET PROTECTION

PAVEMENT

B

Q U

I R

Y

E V

I S

L

T

F

E N

T

A I L

12/22/2021

G

L

P

L

P

L

P

L

P

L

P

SD

X

L

P

L

P

L

P

L

P

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X W

X

W

X

W

X

W

X

W

X

W

X

W

X

PREFAB

L

P

A R

AREA 1

A R

AREA 1AREA 1

A R

R

AREA 2

AREA 1

X

GROUP HEADQUARTERS

MRSP WAREHOUSE

X X

X X

XXXX

XXXX

X X

PUMP

HOUSE

X X

X X

X X

X X

X X

X X

X X

X

.0

131.0

S D

S D

CB

D

SD

D D

S

D

S

D

C B

C B

S D

D

SD

SD SD

SD SD

CB

CB

SD SD SD SD

D

S D

C B

CB

D

S

D

SD

SD SD SD SD

S

D

S D

S D m m

S

D m

SD-71

300mm SD-16

WW

SS SS SS

SS SS

SS SS SS SS SS SS

S S

S S

S S

S S

W W

W W

S S S

L

W W

W

W W WW W W W

S S

S S

S S

W W

W W

W

S

S

CO

W W

W W

W

G

F

G G

G

G G G

G G

G G

G G

G

G G G G G G G

G

G

G

W

SD-70

450mm SD-16

600mm SD-21 600mm SD-21

.2

.2

.2

.2

128.8

L5

L5

L5

L5

L5

L5

L5

L5

L5

L3-2

L3-2

L3-2

L2

L3 L3

L3

P N

L G

H

P N

L -G

H

,8

PNL-GH-(6,8)

E S

E S

E S

E S

E

S

E

X

E

X

E

X

E

X

E

X

E

X

E

X

E

X

E

X

E

X

E

X

E S

E S

E S

E X

E X

E

X

ES

E

X

E

X

E

X

ES ES

ES ES

E

X

E

S

L2

L2

L2

E S

CA

AB

BC

CA

AB

BC

L5

ES ES ES ES

E

S

E

S

ES E

S

ES ES

E

S

L3

E S

E S

N : 3957342.481

E : 351427.996

N : 3957268.558

E : 351439.412

STRUCTURE TABLE

STRUCTURE NAME

SD-70

SD-71

STRUCTURE DETAIL

CONNECT TO EX CURB INLET 70

INSTALL CATCH BASIN 71

RE: A7/CG501

CONNECT TO TRENCH DRAIN

COORDINATES

N: 3957233.391

E: 351434.918

N: 3957266.581

E: 351439.719

RIM EL.

128.611

128.080

INV. EL.

126.872

127.040

J

H

A Y

N E

S

S

C

A M

E R

O N

R

K

N O

L L

E

A

PLOT SCALE:PLOT DATE: 1:112/22/2021

2:58:34 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

King, David

F:\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.01 Civil\Hangar Package Files\AFSCOC103022_CG-103.dwg

K

S

T E

D M

A N

SIMULATOR

HANGAR/AMU

SQUADRON OPERATIONS

DOMESTIC

TANK

DOMESTIC

TANK

TRUE NORTH

KEYPLAN

JAMES D. EMERSON

62773

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I L

E

N

A M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

READY TO ADVERTISE - 16 JULY 2021

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

F Y

L

C O

N

A

F S

O C

H A

N G

M U

Y O

K O

S

E

J A

P A

N

T H

R E

E B

N

G A

R

A

M U

W

H V

D

A F

J

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

AREA 1

CG103

D R

A I N

A G

E

P

L A

N

A

R E

A

STORM DRAIN

EXISTING STORM DRAIN

EXISTING MAJOR CONTOUR

CATCH BASIN,

RE: A7/CG501

EXISTING STORM DRAIN

MANHOLE

1. CONTOUR INTERVAL IS 0.20m.

2. REFER TO SHEETS CG201 THROUGH CG202

FOR STORM DRAIN PROFILES.

3. REFER TO SHEET CG501 FOR GRADING AND

DRAINAGE DETAILS.

4. DIRECTIONAL INFORMATION BASED ON

TRUE NORTH.

EXISTING HEADWALL

CB

D

SDx

130.0

128.8

SD

130.0

128.8

EXISTING MINOR CONTOUR

MAJOR CONTOUR

MINOR CONTOUR

EXISTING CURB INLET

SCALE: 1:400

0 8000 16000

1 : 400

DRAINAGE PLAN - AREA 1

A1

DETENTION POND OUTLINE

TRENCH DRAIN

EXISTING INLET

LEGEND:

GENERAL NOTES:

EXISTING

TRENCH

DRAIN

TRENCH DRAIN,

RE: A1/CG501

B

Q U

I R

Y

E V

I S

T

A

F

E R

E N

C E

A R

A R

AREA 1AREA 1

A R

R

AREA 2

AREA 1

X

GROUP HEADQUARTERS

MRSP WAREHOUSE

X X

X X

XXXX

XXXX

X X

X X

X X

X X

X X

X X

X X

X X

X

L5

L5

L5

L5

L5

L5

L5

L5

L5

L5

L5

L2-2

L2-2

L2-2

L3-2 L3-2 L3-2

L2

L3

L3 L3

L3

PUMP

HOUSE

51 52

N : 3957366.298

E : 351294.616

J

H

A Y

N E

S

S

C

A M

E R

O N

R

K

N O

L L

E

A

PLOT SCALE:PLOT DATE: 1:112/22/2021

3:03:44 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

King, David

F:\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.01 Civil\Hangar Package Files\AFSCOC103022_CS101.dwg

K

S

T E

D M

A N

DOMESTIC

TANK

DOMESTIC

TANK

TRUE NORTH

KEYPLAN

JAMES D. EMERSON

62773

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I L

E

N

A M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

READY TO ADVERTISE - 16 JULY 2021

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

F Y

L

C O

N

A

F S

O C

H A

N G

M U

Y O

K O

S

E

J A

P A

N

T H

R E

E B

N

G A

R

A

M U

W

H V

D

A F

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

AREA 1

CS101

S I T

V

I N

G

P

L A

N

A

R E

A

1. REFER TO ARCHITECTURAL PLANS FOR

EXACT BUILDING DIMENSIONS.

2. REFER TO LANDSCAPING PLANS FOR

ADDITIONAL SITE DIMENSIONS AND

FEATURES.

3. ALL DIMENSIONS ARE TO BACK OF CURB

UNLESS OTHERWISE NOTED.

4. ALL RADII ARE 0.750M UNLESS OTHERWISE

NOTED.

5. REFER TO SHEET CS102 FOR POINT TABLE.

6. REFER TO SHEET CS111 FOR STRIPING.

7. ALL AREAS DISTURBED BY CONSTRUCTION

ACTIVITIES THAT ARE UNPAVED SHALL BE

SODDED ACCORDING TO SPECIFICATION

SECTION 32 92 23.

150mm CURB, RE: F1/CS506

2 SIDEWALK, RE: D4/CS506

WALKER BLVD

ACCESSIBLE SIDEWALK RAMP, RE: C7/CS506

NEW BUILDING

(NOT INCLUDED UNDER THIS CONTRACT)

CROSSWALK, RE: E3/CS505

LIGHT, REFER TO ELECTRICAL PLANS

CONCRETE SIDEWALK,

RE: D4/CS506

EXISTING HEAVY DUTY ASPHALT

SCALE: 1:400

0 8000 16000

1 : 400

SITE & PAVING PLAN - AREA 1

A1

LIMITS OF CONSTRUCTION

EXISTING FIRELANE CONCRETE

5.640

TYP.

2.740

TYP.

R5.350

(TYP.)

R5.640

R1.350

R2.850

R5.350

LIGHT DUTY ASPHALT,

RE: F4/CS504

5.790

8.070

7.920

TYP.

1.820

WHEELSTOP, RE: F4/CS506

FLUSH CURB, RE: D1/CS506

2.440

1.520

TYP.

7 3 3 8

R10.976 R10.976

R10.910

R9.090

R5.430

R3.610

FIRELANE CONCRETE,

RE: D4/CS504

INTEGRAL FIRELANE CONCRETE,

RE: D1/CS504

MANUAL RETRACTABLE BOLLARDS,

RE A3/CS505

EXISTING LIGHT10

R5.700

R5.850

R6.150

R6.150

R5.850

BUS STOP ENCLOSURE, RE: CI101 & CI10211

LEGEND:

REFERENCE KEYNOTES:

GENERAL NOTES:

1.820

2.740

TYP.

6.100

KEYNOTE REFERENCE

X

COORDINATE POINT

XX

HEAVY DUTY ASPHALT,

RE: F1/CS504

R O

R O

R O

ROAD 01

TYP.

TYP.

TYP.

TYP.

TYP.

R5.350

(TYP.)

R5.350

TYP.

B

Q U

I R

Y

D D

O

R D

I N

A T

E

P

O I N

T S

POINT TABLE

POINT #

DESCRIPTION

EP

BC

BEGIN CURB TRANSITION

BC

BC

BC

BC

BC

BC

CONNECT TO EXISTING PAVEMENT

CONNECT TO EXISTING PAVEMENT

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BEGIN CURB TRANSITION

BC

EP

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

NORTHING

3957378.912

3957375.341

3957373.137

3957364.398

3957363.813

3957364.567

3957253.247

3957252.493

3957251.694

3957241.298

3957240.055

3957242.483

3957241.815

3957236.135

3957231.488

3957237.044

3957238.172

3957237.035

3957355.253

3957356.047

3957356.424

3957359.257

3957361.288

3957362.143

3957366.976

3957369.950

3957365.117

3957364.702

3957369.297

3957371.868

3957373.854

3957375.917

3957352.920

3957349.763

3957333.945

3957330.788

3957314.970

3957311.813

3957295.995

3957292.861

3957277.020

3957273.863

3957347.852

3957344.668

3957328.877

3957325.693

3957309.902

3957306.718

3957290.927

3957287.743

EASTING

351432.295

351427.852

351427.467

351428.769

351429.568

351434.450

351451.644

351446.762

351446.177

351447.782

351439.657

351436.398

351432.079

351432.248

351402.165

351401.307

351399.767

351392.405

351374.146

351379.286

351379.828

351383.896

351397.045

351397.672

351396.925

351416.177

351416.923

351418.195

351419.695

351419.251

351418.219

351412.905

351422.225

351422.712

351425.155

351425.643

351428.086

351428.574

351431.017

351431.504

351433.948

351434.435

351389.313

351389.805

351392.244

351392.736

351395.175

351395.666

351398.105

351398.597

POINT TABLE

POINT #

DESCRIPTION

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

CONNECT TO EXISTING BC

BC

BC

BC

BC

BC

BC

CONNECT TO EXISTING BC

BUS STOP ENCLOSURE

CONNECT TO EXISTING CURB RAMP

CONNECT TO EXISTING CURB RAMP

CONNECT TO EXISTING CURB RAMP

CONNECT TO EXISTING CURB RAMP

RETRACTABLE BOLLARD

RETRACTABLE BOLLARD

RETRACTABLE BOLLARD

RETRACTABLE BOLLARD

RETRACTABLE BOLLARD

RETRACTABLE BOLLARD

RETRACTABLE BOLLARD

BEGIN FLUSH CURB

END FLUSH CURB

NORTHING

3957271.952

3957268.768

3957252.977

3957249.793

3957258.045

3957254.888

3957365.251

3957371.520

3957364.883

3957370.912

3957377.549

3957386.940

3957381.701

3957381.420

3957379.464

3957374.836

3957375.386

3957373.627

3957373.053

3957371.203

3957369.529

3957370.228

3957370.612

3957371.277

3957368.076

3957236.690

3957234.891

3957366.346

3957364.547

3957385.168

3957382.092

3957379.016

3957375.940

3957372.863

3957369.787

3957366.711

3957352.397

3957329.231

EASTING

351401.036

351401.528

351403.967

351404.459

351436.878

351437.366

351359.777

351348.406

351305.434

351304.503

351347.480

351356.427

351463.430

351461.631

351463.738

351433.782

351409.467

351406.113

351405.569

351402.042

351391.203

351387.283

351386.591

351382.862

351393.720

351435.843

351436.121

351370.590

351370.868

351356.024

351356.499

351356.974

351357.450

351357.925

351358.400

351358.875

351374.587

351378.165

J

H

A Y

N E

S

S

C

A M

E R

O N

R

K

N O

L L E

A

PLOT SCALE:PLOT DATE: 1:112/22/2021

5:50:25 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

King, David

F:\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.01 Civil\Hangar Package Files\AFSCOC103022_CS101.dwg

K

S

T E

D M

A N

JAMES D. EMERSON

62773

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

READY TO ADVERTISE - 16 JULY 2021

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

F Y

L

C O

N

A

F S

O C

H A

N G

M U

Y O

K O

S

E

J A

P A

N

T H

R E

E B

N

G A

R

A

M U

W

H

V

D

A F

J U

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

CS102

P O

I N

T

T

A B

R E

A

1. REFER TO SHEET CS101 FOR POINT

LOCATIONS.

POINT TABLE - AREA 1

A1

GENERAL NOTES:

B

Q U

I R

Y

D D

O

R D

I N

A T

E

P

O I N

T S

COVERED

STORAGE

X

COVERED

STORAGE

COVERED

STORAGE

HANGAR/AMU

XXXX

X X

X X X

X

X

X

X

SQUAD OPERATIONS

XXXX

S

I G

N

B

O

A

R

D

AREA 1

A R

A R

AREA 2AREA 2

A R

R

AREA 1

L2

E S

3 5

69 70

7.000

(GATE)

7.000

(GATE)

87 88

J

H

A Y

N E

S

S

C

A M

E R

O N

R

K

N O

L L

E

A

PLOT SCALE:PLOT DATE: 1:112/22/2021

3:37:35 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

King, David

F:\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.01 Civil\Hangar Package Files\AFSCOC103022_CS103.dwg

K

S

T E

D M

A N

DOMESTIC

TANK

DOMESTIC

TANK

TRUE NORTH

KEYPLAN

JAMES D. EMERSON

62773

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I L

E

N

A M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

READY TO ADVERTISE - 16 JULY 2021

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

F Y

L

C O

N

A

F S

O C

H A

N G

M U

Y O

K O

S

E

J A

P A

N

T H

R E

E B

N

G A

R

A

M U

W

H V

D

A F

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

AREA 2

CS103

S I T

V

I N

G

P

L A

N

A

R E

A

PROPOSED BUILDING

(NOT INCLUDED UNDER THIS CONTRACT)

1. REFER TO ARCHITECTURAL PLANS FOR

EXACT BUILDING DIMENSIONS.

2. REFER TO LANDSCAPING PLANS FOR

ADDITIONAL SITE DIMENSIONS AND

FEATURES.

3. ALL DIMENSIONS ARE TO BACK OF CURB

UNLESS OTHERWISE NOTED.

4. ALL RADII ARE 1.000M UNLESS OTHERWISE

NOTED.

5. REFER TO SHEET CS104 FOR POINT TABLE.

6. REFER TO SHEET CS112 FOR STRIPING.

7. ALL AREAS DISTURBED BY CONSTRUCTION

ACTIVITIES THAT ARE UNPAVED SHALL BE

SODDED ACCORDING TO SPECIFICATION

SECTION 32 92 23.

8. REFER TO ARCHITECTURAL & STRUCTURAL

DRAWINGS FOR ADDITIONAL BOLLARDS

FOR BUILDING ELEMENT PROTECTION.

HEAVY DUTY ASPHALT,

RE: F1/CS504

FIRELANE CONCRETE,

RE: D4/CS504

EXISTING AIRFIELD CONCRETE

EXISTING AIRCRAFT SHOULDER

PAVEMENT

SCREEN FENCE, RE: A2/CS507

EX LIGHT

ASPHALT PAVEMENT TO PCC TRANSITION,

RE: A4/CS504

SCALE: 1:400

0 8000 16000

MANUAL RETRACTABLE BOLLARDS,

RE A3/CS505

1 : 400

SITE & PAVING PLAN - AREA 2

A1

EXISTING LIMITS OF UNPAVED

SHOULDER

6.100

12.800

6.100

R5.000

R5.000

R13.500

R3.000

6.100

R10.976

CONCRETE SIDEWALK,

RE: D4/CS506

HANGAR ACCESS APRON

CONCRETE, RE: F8/CS504

INTEGRAL FIRELANE CONCRETE,

RE: D1/CS504

EXISTING MEDIUM TEMPERATURE

CONCRETE

EXISTING HEAVY DUTY ASPHALT

PEDESTRIAN GATE, RE: A8/CS508

SWING GATE, RE: A5/CS507

AGE YARD

14 SECURITY FENCE, RE: A5/CS501

GENERAL NOTES:

REFERENCE KEYNOTES:

LEGEND:

KEYNOTE REFERENCE

X

COORDINATE POINT

XX

2 SIDEWALK, RE: D4/CS506

21.065

DETECTABLE WARNING, RE: A8/CS50620

25M AT SETBACK21

B

Q U

I R

Y

E V

I S

T

E

D

E T

A I L

A R

A R

AREA 1AREA 1

A R

R

AREA 2

AREA 1

X

GROUP HEADQUARTERS

MRSP WAREHOUSE

X X

X X

XXXX

XXXX

X X

X X

X X

X X

X X

X X

X X

X X

X

PUMP

HOUSE

N : 3957247.085

E : 351443.812

N : 3957239.111

E : 351445.051

N : 3957371.465

E : 351423.519

N : 3957363.211

E : 351424.794

N : 3957375.534

E : 351409.445

N : 3957371.425

E : 351382.839

J

H

A Y

N E

S

S

C

A M

E R

O N

R

K

N O

L L

E

A

PLOT SCALE:PLOT DATE: 1:112/22/2021

9:30:55 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

Cameron, Shane

F:\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.01 Civil\Hangar Package Files\AFSCOC103022_CS111.dwg

K

S

T E

D M

A N

DOMESTIC

TANK

DOMESTIC

TANK

TRUE NORTH

KEYPLAN

JAMES D. EMERSON

62773

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

READY TO ADVERTISE - 16 JULY 2021

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

F Y

M

I L

C O

N

A

F S

O C

H A

N G

M U

Y O

K O

S

E

J A

P A

N

T H

R E

E B

N

G A

R

A

M U

W

H

V

D

A F

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

AREA 1

CS111

S T

R I P

I N

G

N A

A

N

A R

WALKER BLVD

SCALE: 1:400

0 8000 16000

1 : 400

STRIPING & SIGNAGE PLAN - AREA 1

A1

(TYP.) OF 7

(TYP.)

(TYP.)

(TYP.) OF 24

(TYP.)

OF 5

(TYP.)

12 13

13 12

(TYP.)

STOP BAR, RE: E1/CS505

STOP SIGN, RE: G1/CS505

3 ROADWAY CENTERLINE STRIPING,

RE: G6/CS505

4 PARKING STRIPING, RE: A4/CS503

PAVEMENT MARKINGS, RE: C4/CS5035

ABA PAVEMENT MARKINGS, RE: E7/CS5026

STANDARD ABA PARKING SIGN,

RE: G8/CS502

9 CROSSWALK, RE: E3/CS505

10 VAN ACCESSIBLE ABA PARKING SIGN,

RE: G8/CS502

11 EDGE LINE STRIPING, RE: C9/CS505

NOT USED

12 LEV SIGN, RE: G10/CS505

13 HOV SIGN, RE: E9/CS505

14 BUS STOP SIGN, RE: G8/CS505

REFER TO SHEETS CS503 AND CS505 FOR

SIGN AND PAVEMENT MARKING DETAILS.

1.

1.820

REFERENCE KEYNOTES:

GENERAL NOTES:

R O

R O

R O

ROAD 01

12/22/2021

B

Q U

I R

I E

S

COVERED

STORAGE

XXX

COVERED

STORAGE

COVERED

STORAGE

HANGAR/AMU

XXXX

X X

X X X

X

X

X

X

SQUAD OPERATIONS

XXXX

S

I G

N

B

O

A

R

D

AREA 1

A R

A R

AREA 2AREA 2

A R

R

AREA 1

ECP

ECP

N : 3957415.980

E : 351161.688

CONNECT TO EXISTING

N : 3957412.704

E : 351140.576

CONNECT TO EXISTING

N : 3957401.601

E : 351117.914

CONNECT TO EXISTING

N : 3957386.270

E : 351131.944

CONNECT TO EXISTING

N : 3957365.528

E : 351138.087

CONNECT TO EXISTING

N : 3957348.617

E : 351140.686

CONNECT TO EXISTING

N : 3957337.057

E : 351142.462

CONNECT TO EXISTING

N : 3957292.409

E : 351148.891

CONNECT TO EXISTING

N : 3957304.128

E : 351157.261

N : 3957307.375

E : 351178.378

N : 3957444.271

E : 351208.517

N : 3957445.546

E : 351216.771

J

H

A Y

N E

S

S

C

A M

E R

O N

R

K

N O

L L

E

A

PLOT SCALE:PLOT DATE: 1:112/22/2021

3:45:02 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

King, David

F:\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.01 Civil\Hangar Package Files\AFSCOC103022_CS112.dwg

K

S

T E

D M

A N

DOMESTIC

TANK

DOMESTIC

TANK

TRUE NORTH

KEYPLAN

JAMES D. EMERSON

62773

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I L

E

N

A M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

READY TO ADVERTISE - 16 JULY 2021

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

F Y

L

C O

N

A

F S

O C

H A

N G

M U

Y O

K O

S

E

J A

P A

N

T H

R E

E B

N

G A

R

A

M U

W

H V

D

A F

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

AREA 2

CS112

S T

R I P

I N

G

N A

A

N

A R

SCALE: 1:400

0 8000 16000

1 : 400

STRIPING & SIGNAGE PLAN - AREA 2

A1

9 8

R30.480

R30.480

R30.480

R30.480

R30.480

R30.480

7.302 31.942 31.935 31.935

7.336

STOP BAR, RE: E1/CS505

STOP SIGN, RE: G1/CS505

ROADWAY CENTERLINE STRIPING, RE:

G6/CS505

EDGE MARKING, RE: A8/CS503

8 RESTRICTED LINE, RE: D5/CS505

9 RESTRICTED WARNING SIGN, RE: D5/CS505

12 TOWWAY STRIPING, RE: F8/CS505

13 ENTRY CONTROL POINT MARKING, RE:

B9/CS503

REFER TO SHEETS CS503 AND CS505 FOR

SIGN AND PAVEMENT MARKING DETAILS.

1.

GENERAL NOTES:

REFERENCE KEYNOTES:

ROAD 01

10 NOT USED

B

Q U

I R

Y

E Y

N O

A

R I F

I C

A T

I O

N

X

T-WH

PNL-APR

E S

E S

E

T-APR

C

C

M

TMH C9

C

C

C

C

C

C C

C C C

C C

C C

C C C

C

C

C

C

C

C C

C

C C

C C

COVERED

STORAGE

XXX

COVERED

STORAGE

COVERED

STORAGE

HANGAR/AMU

XXXX

X X

X X X

X

X

X

X

SQUAD OPERATIONS

XXXX

S

I G

N

B

O

A

R

D

AREA 1

A R

A R

AREA 2AREA 2

A R

R

AREA 1

SS SS

S S

S S

SS

SS

SS

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

S

S S

S

W

X

W

X

W

X

G

W

W

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

SS

SS

SS

W

X

W

X

F

X

F

X

C

O

G G

G

GGGGGGGG

G

D D

SD

X

D

S

D

X

D

S

D

X

C B

S D

X

S D

X

D D

D

C B

S

D

X

S

D

X

S

D

D D

S D

X

D

D

D

S

D

X

S

D

X

S D

X

S D

X

D

SD

X

SD

X

SD

X

D

D

SD

X

SD

X

SD

X

D

D S

D

X

S D

X

S D

X

S D

X

S D

X

S D

X

S D

X

S D

X

S D

X

S D

X

S D

X

S D

X

S D

X

D

D

S D

X

D

CO

D

D

CO

C O

SD

X

SD

X

SD

D

CO

D

SD SD

C

O

SD

X

C O

D

CO

S D

X

S D

X

D

CO

S D

X

S D

X

D

C O

C

O

C

O

CO

C

O

D

C

O

C

O

C

O

C

O

C

O

C

O

C

O

CO

C

O

CO

C

O

CO

CO

CO

CO

CO

S D

X

SS42

SS60

E

E E

E

E E E

E

S E

E E

S

E EE E E E

L5 L5 L5

L5 L5

L5

L5

L5

L5

L5

L5

L5

L5

L2

PNL-SIT-(1,3,5)

E

X

E

X

E

X

E

X

E

X

E S

E

X

E

X

E

X

E

X

E

X

E

X

E

X

E

X

E

X

E

X

E

X

E

X

E

X

ES

ES

E

X

E

X

E

X

E

X

E

X

E

X

PNL-SIT

ES ES ES ES ES ES ES

ES

E S

E

S

E

S

ES

E S

E

S

E

S

SS33

SS32

SS41

SS80

SS51

SS52

W130

W128

W208

F22V

F22F23

F114

W129

F113 m m

D

80 mm PVC Pipe

100 mm PVC Pipe

150 mm PVC SS-5

150 mm PVC SS-7

150 mm PVC SS-2

150 mm PVC SS-4

G12

G104

G105

W207 W218

STRUCTURE TABLE

STRUCTURE NAME:

F22

F22V

F23

F113

F114

W207

W208

W218

DESCRIPTION:

INSTALL:

1-400mm 90° BEND

REMOVED EX CAP AND CONNECT

TO EX 400mm FIRE WATER

CONNECT 400mm FIRE WATER

TO BUILDING RE: FIRE

PROTECTION PLANS

CONNECT 100mm FIRE WATER

TO BUILDING RE: FIRE

PROTECTION PLANS

INSTALL: FDC

RE: A2/CU502

INSTALL:

1-150mm FIRE HYDRANT ASSEMBLY

RE: A8/CU502

INSTALL:

1-150mm FIRE HYDRANT ASSEMBLY

RE: A5/CU502

INSTALL:

1-150mm FIRE HYDRANT ASSEMBLY

RE: A8/CU502

COORDINATES:

N: 3957295.461

E: 351205.659

N: 3957301.194

E: 351242.963

N: 3957298.676

E: 351205.164

N: 3957298.787

E: 351204.450

N: 3957283.961

E: 351206.729

N: 3957344.538

E: 351248.349

N: 3957430.932

E: 351157.175

N: 3957434.907

E: 351234.395

STRUCTURE TABLE

STRUCTURE NAME:

SS41

SS42

SS60

SS80

DESCRIPTION:

CONNECT TO EX

DROP SSMH

CONNECT TO EX

DROP SSMH

CONNECT 150mm SS SERVICE

TO BUILDING RE: PLUMBING

PLANS FOR CONTINUATION

CONNECT 150mm SS SERVICE

TO BUILDING RE: PLUMBING

PLANS FOR CONTINUATION

COORDINATES:

N: 3957329.934

E: 351238.733

N: 3957394.281

E: 351228.223

N: 3957394.295

E: 351218.701

N: 3957330.243

E: 351228.537

INVERT EL:

125.788

126.216

128.975

129.130

STRUCTURE TABLE

STRUCTURE NAME:

G12

G104

G105

DESCRIPTION:

CONNECT TO EX 100mm

ISOLATION VALVE

INSTALL:

1-100mm GAS METER

1-100mm GAS REGULATOR VALVE

RE: F2/CU502

CONNECT 100mm GAS SERVICE

TO BUILDING RE: VERTICAL

DESIGN PLUMBING

COORDINATES:

N: 3957419.127

E: 351222.499

N: 3957417.778

E: 351213.772

N: 3957417.703

E: 351213.172

STRUCTURE TABLE

STRUCTURE NAME:

W128

W129

W130

DESCRIPTION:

CONNECT TO EX

100mm WATER METER

INSTALL 1-100mmX80mm REDUCER

CONNECT 80mm WATER SERVICE

TO BUILDING RE: PLUMBING PLANS

FOR CONTINUATION

COORDINATES:

N: 3957417.469

E: 351219.227

N: 3957416.994

E: 351216.082

N: 3957416.856

E: 351215.210

STRUCTURE TABLE

STRUCTURE NAME:

SS32

SS33

SS51

SS52

DESCRIPTION:

INSTALL 18,930 LITER

HOLDING TANK RE: A8/CU501

CONNECT 150mm SS SERVICE

TO BUILDING RE: PLUMBING

PLANS FOR CONTINUATION

INSTALL 18,930 LITER

HOLDING TANK RE: A8/CU501

CONNECT 150mm SS SERVICE

TO BUILDING RE: PLUMBING

PLANS FOR CONTINUATION

COORDINATES:

N: 3957293.631

E: 351191.229

N: 3957304.757

E: 351189.519

N: 3957429.599

E: 351170.288

N: 3957421.407

E: 351171.547

INVERT EL:

128.525

128.750

128.334

128.500

J

H

A Y

N E

S

S

C

A M

E R

O N

R

K

N O

L L E

A

PLOT SCALE:PLOT DATE: 1:112/22/2021

8:46:08 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

Cameron, Shane

F:\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.01 Civil\Hangar Package Files\AFSCOC103022_CU102.dwg

K

S

T E

D M

A N

DOMESTIC

TANK

DOMESTIC

TANK

TRUE NORTH

KEYPLAN

JAMES D. EMERSON

62773

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I L

E

N

A M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

READY TO ADVERTISE - 16 JULY 2021

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

F Y

M

I L

C O

N

A

F S

O C

H A

N G

M U

Y O

K O

S

E

J A

P A

N

T H

R E

E B

N

G A

R

A

M U

W

H

V D

A F

J U

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

AREA 2

CU102

U T

I L

I T

Y

P

L A

N

A

R E

A

GATE VALVE

LIGHT. REFER TO

ELECTRICAL PLANS

FIRE DEPARTMENT

CONNECTION

POST INDICATOR

VALVE

FIRE HYDRANT

S SANITARY MANHOLE

CO SANITARY CLEANOUT

WATERLINE

EXISTING WATERLINE

SANITARY SEWER

W

SS

Wx

GAS LINE

G

ELEC DUCT BANK,

RE: ELEC

E

COMM DUCT BANK,

RE: ELEC

C

ALL PIPE LENGTHS ARE TO CENTER OF

FITTING OR MANHOLE.

1.

DIRECTIONAL INFORMATION BASED ON

TRUE NORTH.

2.

FIRE LINEF

STORM DRAIN

SD

HORIZONTAL THRUST BLOCK,

RE: A1/CU501

SCALE: 1:400

0 8000 16000

1 : 400

UTILITY PLAN - AREA 2

A1

GENERAL NOTES:

LEGEND:

EXISTING SANITARY SEWER

SS

X

EXISTING STORM DRAIN

SD

X

EXISTING FIRE LINEF

X

B

Q U

I R

Y

E P

L O

T T

E

E T

12/22/2021

CS501

CONTRACTOR HAS THE OPTION OF EITHER

LIME OR CEMENT TREATED SUBGRADE.

1.

J

H

A Y

N E

S

S

C

A M

E R

O N

R

K

N O

L L E

A

PLOT SCALE:PLOT DATE: 1:112/22/2021

5:52:52 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

King, David

F:\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.01 Civil\Hangar Package Files\AFSCOC103022_CS-501.dwg

K

S

T E

D M

A N

JAMES D. EMERSON

62773

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

READY TO ADVERTISE - 16 JULY 2021

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

F Y

L

C O

N

A

F S

O C

H A

N G

M U

Y O

K O

S

E

J A

P A

N

T H

R E

E B

N

G A

R

A

M U

W

H

V

D

A F

J U

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

NOTE: ALL DIMENSIONS SHOWN ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.NOTE: ALL DIMENSIONS SHOWN ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.

2.6 Ø (D12), BARBED

WIRE, 2 STRAND

DIAGONAL BRACE

48.6 Ø x2.3

GALVANIZED CHAIN LINK WIRE

FABRIC OR PRECOATED COLOR

STEEL WIRE, 4.0 Ø, 50x50 MESH

1. MATERIALS OF LINE POST, CORNER POST, TOP AND BOTTOM RAIL AND BRACING SHALL CONFORM TO JIS G-3444, STK 400.

2. ALL BOUNDARY FENCE AND GATE MATERIALS SHALL BE FACTORY PRODUCT AND FACTORY COLORED PAINT GALVANIZED STEEL.

3. FINISH COLOR SHALL BE BROWN, JPMA 09-300.

4. THE CONTRACTOR SHALL SURVEY ALL ELEVATION, LENGTH AND CONDITION BEFORE STARTING WORK.

5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING THE FOUNDATION EXCAVATION WORK.

6. EXISTING WARNING SIGN PLATE, TELEPHONE LINE WITH BOX AND OTHER SHALL BE RELOCATED ON NEW FENCE.

7. NEW GROUNDING SHALL BE IN ACCORDANCE WITH SECTION 02831, FENCE - CHAIN LINK, ROUND GATE AND TEMPORARY.

CORNER ELBOW

A5

SECURITY FENCE DETAILS

NTS

2000 2000

200 200

2.0 Ø (D14) BIND

WIRE (WIND TWICE)

LINE POST

DN50 O.D. x2.3

TOP RAIL

DN40 O.D. x 2.3

BOTTOM RAIL

DN40 O.D. x 2.3

4.0 Ø TENSION WIRE

(STEEL WIRE) (TYP)

300x300

400x400

CONCRETE

180 kg/m2

CORNER POST

DN70 O.D. x2.8

CLAMP

G.L

9 Ø, STRETCHER BAR

HOOK BOLT AND NUT

"U" BOLT AND NUT

GROUND CLAMP

COPPER CLAD STEEL

GROUND ROD WITH

CLAMP 19 Ø, L=3.0m, SEE NOTE 6 AND 7

COPPER GROUNDING

CONDUCTOR STRANDED

14mm

300x300

G.L

RESTORATION

WORK

LINE POST

DN50 O.D. x 2.3

60°

FENCE ELEVATION SIDE VIEW

DN70 O.D. x 2.8

DN50 O.D. x 2.3

DN40 O.D. x 2.3

CORNER POST

LINE POST

TOP AND BOTTOM RAIL

18 36 42 36 18

Ø 28

BOLTSLEEVE

JOINT

SLEEVE JOINT

ATTACHMENT OF LINE POST

FACTORY COLORED PAINT BOUNDARY FENCE NOTES:

NO SCALE

NO SCALE

NO SCALE

NO SCALE

NO SCALE

NO SCALE

NO SCALE

NO SCALE

GENERAL NOTE:

1. ALL DIMENSIONS SHOWN ARE MILLIMETERS UNLESS NOTED OTHERWISE.

FENCE DETAIL NOTES:

1. TOP AND BOTTOM HEM OF CHAIN LINK WIRE FABRIC SHALL BE

TWISTED MINIMUM 2 (TWO) TIMES AS SHOWN ON THE DRAWING.

2. TOP AND BOTTOM HEM OF CHAIN LINK WIRE FABRIC SHALL BE

BOUND TO TOP AND BOTTOM RAILS WITH 2.0 Ø (D14) WIRE AT

200mm INTERVALS.

3. TOP AND BOTTOM HEM OF CHAIN LINK WIRE FABRIC SHALL BE

EXTENDED OVER TOP RAIL AND TO GROUND LINE.

9-12

HOOK BOLT

"U" BOLT

NO SCALE NO SCALE

Ø 34.0 x 2.3

TWIST MINIMUM

2 (TWO) TIMES

"U" BOLT

2.0 (D14), BIND WIRE

(WIND TWICE),

200 O.C.

M8

M8

110 - 125

CS501

S I T

V

I N

G

D

E T

A I L

S

GENERAL NOTES:

B

Q U

I R

Y

E V

I S

N

T

A I L

CS502

I T

V

I N

G

D

E T

A I L

S

Ø5.5MM 100MM X 100MM

WELDED WIRE FABRIC

REINFORCEMENT.

SEE JOINTING PLAN

FOR LOCATIONS OF

LONGITUDINAL

CONSTRUCTION AND

TRANSVERSE

CONTRACTION

JOINTS

DOWELED

CONTRACTION

JOINT

LAST 914 OF JOINTS

INTERSECTING FILLETS

ANGLED TO BE

PERPENDICULAR TO

CURVE

AT INTERSECTION

REINFORCED

SLABS

R

NEW

RIGID-FLEXIBLE

PAVEMENT

JUNCTION

R

R

NOTES:

1. LONG AND THIN STRIPS AND ODD SHAPED

PARTIAL PANELS (REPRESENTED BY "R") SHALL

BE REINFORCED WITH WELDED WIRE

REINFORCEMENT.

2. JOINT TYPES AND SPACING ARE SHOWN ON

JOINTING PLAN SHEET.

DOWELED

CONSTRUCTION

JOINT

DOWELED

CONSTRUCTION

JOINT

76 END CLEARANCE

76 END CLEARANCE FROM

JOINT (TYP ALL AROUND

NTS

JOINTING LAYOUT AT FILLET

T/4 + 25mm

T

T

T

T

T

T

T

T

1524mm

1524 MIN.

XXXXXX

T

T

NEW

PAVEMENT

NOTE:

NOTE:

PAVEMENT

THICKNESS

1/4 SLAB THICKNESS

TABLE 3 (SAWCUT)

LESS THAN 300

300 - 450

FIRST SAWCUT

T = PAVEMENT THICKNESS

T = PAVEMENT THICKNESS

T = PAVEMENT THICKNESS

T = PAVEMENT THICKNESS

T = PAVEMENT THICKNESS

T = PAVEMENT THICKNESS

PREFORMED

NON-EXTRUDING

JOINT FILLER

3mm R.

WELDED WIRE FABRIC SHALL BE OVERLAPPED FOR A DISTANCE

EQUAL TO AT LEAST ONE SPACING OF THE WIRE IN THE FABRIC

OR 32 WIRE DIAMETERS, WHICHEVER IS GREATER. LAY SECURELY

HOLES APPROXIMATELY 3 GREATER IN DIAMETER

THAN THE DOWEL SHALL BE DRILLED IN THE EXISTING

CONCRETE AND THE DOWELS SHALL BE BONDED IN

THE DRILLED HOLES USING AN EPOXY RESIN GROUT.

13 WIRE SPACING

OR 76 MAX.

PAVEMENT JOINT

OR EDGE

EXISTING

PAVEMENT

1/2 DOWEL LENGTH

1/2 DOWEL LENGTH

BUTT JOINT

SEE SPECIFICATIONS

FOR ALIGNMENT AND

INSTALLATION

REQUIREMENTS

SEE TABLE 1

FOR SIZE

TRANSVERSE OR LONGITUDINAL

DOWELED JOINT

JOINT SEALANT

3mm R.

JOINT SEALANT

JOINT SEALANT

1/6 SLAB THICKNESSGREATER THAN 450

T

1/2 DOWEL LENGTH

NTS

CONSTRUCTION JOINT

SEE TABLE 2 FOR SAWCUT

ON CHAIR SUPPORTS.

T

SEE EXPANSION

JOINT SEALANT

NEW PAVEMENT

T

DETAIL E1/CS503

STRUCTURE

OR EXISTING

CONCRETE

PAVEMENT

T = PAVEMENT THICKNESS

L

L

M I N

JOINT

DOWEL

150 MIN

300 MAX

MIN.

NOTE: ALL DIMENSIONS SHOWN ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.

RE: A1/CS503

RE: E1/CS503

RE:E3/CS503

T

T = PAVEMENT THICKNESS

JOINT SEALANT

SEE TABLE 2 FOR SAWCUT

RE: A1/CS503

T

T

1524 MIN.

T = PAVEMENT THICKNESS

PREFORMED

NON-EXTRUDING

JOINT FILLER

3mm R.

JOINT SEALANT

NTS

RE: E1/CS503

FIRELANE CONCRETE

APRON

REINFORCE SLABS MARKED "R" ON JOINT

PLAN WITH WELDED STEEL WIRE FABRIC.

SEE DETAIL A6/CS502 FOR SIZE OF

WELDED WIRE FABRIC.

J

H

A Y

N E

S

S

C

A M

E R

O N

R

K

N O

L L E

A

PLOT SCALE:PLOT DATE: 1:112/22/2021

5:56:10 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

King, David

F:\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.01 Civil\Hangar Package Files\AFSCOC103022_CS-502.dwg

K

S

T E

D M

A N

JAMES D. EMERSON

62773

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

READY TO ADVERTISE - 16 JULY 2021

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

F Y

L

C O

N

A

F S

O C

H A

N G

M U

Y O

K O

S

E

J A

P A

N

T H

R E

E B

N

G A

R

A

M U

W

H

V

D

A F

J U

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

NTS

F1

EXPANSION JOINT AT STRUCTURE

NTS

E1

THICKENED EDGE EXPANSION JOINT

NTS

C1

SLAB REINFORCING DETAIL

NTS

B1

DOWEL BAR LOCATION DETAIL

NTS

A1

TRANVERSE DOWELED CONTRACTION JOINT

NTS

A3

TRANSVERSE SAWED CONTRACTION JOINT

NTS

A6

SLAB REINFORCING PLAN

NTS

C4

THICKENED EDGE

NTS

F4

BUTT DOWELED JOINT BETWEEN

NEW AND EXIST. PAVEMENT

NTS

C5

TRANSITION FROM PCC TO PCC

D4

A8

DRILL AND EPOXY

GROUT DOWEL

EPOXY COAT

END OF DOWEL

JOINT SEALANT

RE: E3/CS503

EPOXY COAT

END OF DOWEL

1:12 MAX 1:12 MAX

X

DETECTABLE WARNING SURFACE

RE: A8/CS506

HANDICAPPED MARKING

NON-REFLECTIVE

150 WIDE PAINT STRIPES (WHITE)

NON-REFLECTIVE

PAINTED ACCESSIBILITY SYMBOL (TYP.)

RE: E7/CS502

ACCESSIBLE

RESERVED

VAN

PARKING

RESERVED

PARKING

305 305

VAN ACCESSIBLE PARKING MARKING

NON-REFLECTIVE

150 WIDE PAINT STRIPES (WHITE)

RE: E7/CS502

NON-REFLECTIVE

WHITE STRIPE

NON-REFLECTIVE

BLUE TRAFFIC PAINT

ACCESSIBLE PARKING SIGN

RE: G8/CS502

ACCESSIBLE PARKING MARKING

1501525

VAN ACCESSIBLE

STANDARD

CONCRETE WHEEL STOP (TYP.)

RE: F4/CS506

RAMPS

RE: C7/CS506

1502440

NON-REFLECTIVE

150 WIDE WHITE

PAINT STRIPES

NON-REFLECTIVE

150 WIDE PAINT STRIPES (WHITE)

NTS

ABA PAVEMENT MARKING DETAILS

E7

NTS

ACCESSIBLE PARKING SPACE DETAIL

C8

NTS

ABA PARKING SIGN DETAIL

G8

TABLE 1

PAVEMENT

THICKNESS

MINIMUM

DOWEL DIAMETER

MINIMUM

DOWEL LENGTH

220mm

410mm

406mm

508mm

25mm

30mm

NOTE: REFER TO A8/CS504 FOR DOWEL SPACING.

SEE TABLE 1

FOR SIZE

SEE TABLE 1

FOR SIZE

B

Q U

I R

Y

D D

W

Z

E

T

A B

L E

H

A Y

N E

S

S

C

A M

E R

O N

R

K

N O

L L

E

A

PLOT SCALE:PLOT DATE: 1:112/22/2021

9:18:37 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

Cameron, Shane

F:\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.01 Civil\Hangar Package Files\AFSCOC103022_CS-501.dwg

K

S

T E

D M

A N

JAMES D. EMERSON

62773

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

READY TO ADVERTISE - 16 JULY 2021

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

F Y

M

I L

C O

N

A

F S

O C

H A

N G

M U

Y O

K O

S

E

J A

P A

N

T H

R E

E B

N

G A

R

A

M U

W

H

V

D

A F

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

CS504

S I T

V

I N

G

D

E T

A I L

S

THICKNESS DESCRIPTION

SEPARATION LAYER 32 11 20

PORTLAND CEMENT CONCRETE

32 13 13.06

DRAINAGE LAYER 32 11 23.23

NOTE: ALL DIMENSIONS SHOWN ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.

THICKNESS DESCRIPTION

ASPHALT 32 12 16

AGGREGATE BASE COURSE

32 11 23

SUBBASE COURSE

32 11 20 (GRADATION 1)

PRIME COAT 32 12 13

THICKNESS DESCRIPTION

ASPHALT 32 12 16

AGGREGATE BASE COURSE

32 11 23

BASE COURSE 32 11 20

PRIME COAT 32 12 13

PORTLAND

CEMENT

CONCRETE

HOT MIX ASPHALTPCC FREE EDGE

SUBGRADE

VARIES

V A

R I E

S

TACK COAT

AGGREGATE BASE

NEW

P.C.C. PAVEMENT

EXISTING A.C.NEW A.C.

ASPHALT PAVEMENT

SECTION, SEE F1/CS501

OR F4/CS501

SAWCUT AND TACK COAT

EXISTING ASPHALT

EXISTING BASE COURSE

LIME 32 11 13.13 OR CEMENT

TREATED 32 11 33.13 SUBGRADE

CONTRACTOR HAS THE OPTION OF EITHER

LIME OR CEMENT TREATED SUBGRADE.

1.

LIME 32 11 13.13 OR CEMENT

TREATED 32 11 33.13 SUBGRADE

LIME 32 11 13.13 OR CEMENT

TREATED 32 11 33.13 SUBGRADE

NOTE: THICKENED EDGE NOT REQUIRED UNLESS OTHERWISE NOTED ON PLANS

BASE COURSE

DRAINAGE LAYER

SEPARATION LAYER

RE: A1/CS504

PRIME COAT

TACK-COAT

LIGHT DUTY ASPHALT

NTS

F4

HANGAR ACCESS APRON CONCRETE

NTS

F8

HEAVY DUTY ASPHALT

NTS

F1

ASPHALT PAVEMENT CONNECTION

TO EXISTING ASPHALT PAVEMENT

NTS

C8

EDGE TRANSITION FROM PCC EDGE

TO ASPHALT PAVEMENT JOINT

NTS

A4

NEW JUNCTURE OF NEW FLEXIBLE

AND CONCRETE PAVEMENT

NTS

A1

NOTE: ASPHALT PAVEMENT CONNECTION DETAIL TO BE USED AT ALL NEW TO

EXISTING ASPHALT JOINTS.

THICKNESS DESCRIPTION

PORTLAND CEMENT CONCRETE

32 13 13.06

BASE COURSE LAYER 32 11 20

350 LIME 32 11 13.13 OR CEMENT

TREATED 32 11 33.13 SUBGRADE

FIRE LANE CONCRETE

NTS

D4

THICKNESS DESCRIPTION

PORTLAND CEMENT CONCRETE

32 13 13.06

BASE COURSE LAYER 32 11 20

350 LIME 32 11 13.13 OR CEMENT

TREATED 32 11 33.13 SUBGRADE

INTEGRAL FIRE LANE CONCRETE

NTS

D1

INTEGRAL COLOR, COLOR SHALL BE

DAVIS COLOR SANTA FE 1117,

0.75LB., OR APPROVED EQUAL.

INSTALL PER MANUFACTURER'S

SPECIFICATIONS

GENERAL NOTES:

PANEL

B @ C

A A

E @ F

D

D

NTS

DOWEL BAR HORIZONTAL LAYOUT DETAIL

A8

NOTES:

1. HORIZONTAL SPACING TOLERANCE IS 15mm ±

2. REFER TO DETAIL B1/CS502

12/22/2021

B

Q U

I R

I E

S

H

A Y

N E

S

S

C

A M

E R

O N

R

K

N O

L L E

A

PLOT SCALE:PLOT DATE: 1:112/22/2021

6:00:39 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

King, David

F:\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.01 Civil\Hangar Package Files\AFSCOC103022_CS-507.dwg

K

S

T E

D M

A N

JAMES D. EMERSON

62773

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

READY TO ADVERTISE - 16 JULY 2021

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

F Y

L

C O

N

A

F S

O C

H A

N G

M U

Y O

K O

S

E

J A

P A

N

T H

R E

E B

N

G A

R

A

M U

W

H

V

D

A F

J U

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

CS507

S I T

V

I N

G

D

E T

A I L

S

N

M

A X

NO SCALE

DOUBLE SWING GATE

ELEVATION

LINE POST

1150 FOR LINE POSTS 219 O.D.

1000 FOR LINE POSTS 168 O.D.

850 FOR LINE POSTS 100

O.D. & LESS

400 DIA. MIN. FOR

GATE POSTS

100 O.D. & LESS

LATCH

ASSEMBLY

GATE FRAME

DROP ROD

CHAIN-LINK

FABRIC

TOP RAIL AS SPECIFIED

HINGE

HINGE

BOTTOM TENSION WIRE

AS SPECIFIED

BRACE

RAIL (TYP.)

LINE POST

TRUSS ROD

(TYP.)

BRACE RAIL

(TYP.)

GRADE

LINE

X

C

L E

A R

3M MAX. SPACING

3M MAX. SPACING

M

I N

OFFSET HINGE STANDARD HINGE

LATCH ASSEMBLY

GATE POST SCHEDULE

1829 OR LESS

MORE THAN 1829 TO 3962

GATE LEAF WIDTH

(NOMINAL)

OUTSIDE DIMENSION

(NOMINAL)

NO SCALE

SWING GATE DETAILS

GATE KEEPER

(TO HOLD GATE OPEN)

CONCRETE FOOTING

TIE WIRE (TYP.)

VARIES

SEE PLANS

10 TRUSS RODS

3 STRANDS OF 4

POINT BARBED WIRE

250 MIN. DIA.

N

150 DIA. P.C. CONC.

SAND/GRAVEL

25 I.D. STEEL PIPE

BITUMINOUS

PAVEMENT

PAVED

SURFACE

P.C. CONC.

PAVEMENT

12.5 DIA. DROP ROD

A

M

I N

M

I N

PLAN

GATE FRAME

LATCH ASSEMBLY

DROP ROD

M

I N

M

A X

SECTION

GATE POST DETAIL

AT CURB AND GUTTER

NEW CURB

AND GUTTER

12.5 EXP.

JOINT

NEW GATE

WASHER

NEW GATE

POST FOUND.

EXIST. CURB

EXIST. CURB

AND GUTTER

SAWCUT CURB

FULL DEPTH

GATE

PLAN

SAWCUT

GUTTER

75 MIN.

GATE

POST

12.5 EXP. JOINT

GATE OPENING

DIRECTION GATE SWING (TYP.)

GATE FRAME

3 HORIZONTAL STRANDS

OF BARBED WIRE

PLAN

CHAIN-LINK

FABRIC

3 STRANDS OF 4

POINT BARBED WIRE

CHAIN-LINK

FABRIC

STANDARD

HINGE

N

M

I N

NOTE: ALL DIMENSIONS SHOWN ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.

PLAN

DROP ROD ASSEMBLY

GATE FRAME

DROP ROD

GATE FRAME

9mm

21MPa

21MPa

21MPa

21MPa

21MPa

21MPa

21MPa

LINE POSTS

OUTSIDE DIMENSION

POST SCHEDULE

1829 OR LESS

MORE THAN 1829

GRADE A: DN50 O.D.

GRADE B: DN60 O.D.

DN50 O.D.

POST HEIGHTTYPE

END, CORNER,

AND PULL POSTS

1829 OR LESS

MORE THAN 1829

GRADE A: DN50 O.D.

GRADE B: DN60 O.D.

GRADE A: DN70 O.D.

GRADE B: DN70 O.D.

GRADE A: DN75 O.D.

GRADE A: DN75 O.D.

GRADE B: DN75 O.D.

NTS

SWING GATE

A5

NTS

DROP ROD FOUNDATION SECTION DETAIL

E3

NTS

LATCH ASSEMBLY DETAIL

F1

CS507

E3

NOTE: ALL DIMENSIONS SHOWN ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.

2m Ø

1m Ø1m Ø

TOP RAIL

100 X 100

STEEL SLATS

50 X 3 THICK

ALTERNATE SLAT AND

50 OPEN SPACE

POST

100 X 100

350 Ø 21MPa

CONCRETE

FOOTING

SUPPORT

50 X 50

NOTE:

1. POSTS, RAILS, AND SUPPORTS TO BE SQUARE STEEL TUBING.

2. ALL METAL TO BE PAINTED BLACK.

m

1m Ø1m Ø

2m Ø

NTS

SCREEN FENCE DETAIL

A2

B

Q U

I R

Y

E V

I S

T

E

D

E T

A I L

H

A Y

N E

S

S

C

A M

E R

O N

R

K

N O

L L E

A

PLOT SCALE:PLOT DATE: 1:112/22/2021

6:04:42 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

King, David

F:\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.01 Civil\Hangar Package Files\AFSCOC103022_CS-508.dwg

K

S

T E

D M

A N

JAMES D. EMERSON

62773

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

READY TO ADVERTISE - 16 JULY 2021

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

F Y

L

C O

N

A

F S

O C

H A

N G

M U

Y O

K O

S

E

J A

P A

N

T H

R E

E B

N

G A

R

A

M U

W

H

V

D

A F

J U

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

CS508

S I T

V

I N

G

D

E T

A I L

S

F E

N C

E

F

A B

R I C

GATE OPENING

NO SCALE

PERSONNEL GATE

HINGE

GATE

POST

HINGE

TOP RAIL AS SPECIFIED

GRADE LINE

BOTTOM TENSION WIRE

AS SPECIFIED

TRUSS ROD (TYP.)

NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT METHODS OF

INSTALLATION TO ONE MANUFACTURER.

2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH ASSEMBLY AND GATE

KEEPERS EXCEPT AS NOTED.

3. ALL GATE FRAMES SHALL BE A MINIMUM OF 48 NOMINAL (ROUND) OR 51 NOMINAL (SQUARE). GATE

FRAMES SHALL BE WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS. AT

CONTRACTOR'S OPTION, A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF TRUSS RODS TO

BRACE ALL WELDED GATE FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER

RIGID CONSTRUCTION OF ALL GATES SUPPLIED.

4. GATES SHALL BE DESIGNATED AS FOLLOWS:

FENCE TYPE - FE6

FENCE HEIGHT - MILLIMETERS

TYPE OPENING - SO (SINGLE)

- DO (DOUBLE)

HINGE - RA (STANDARD)

- HO (OFFSET)

OPENING - MILLIMETERS (CLEAR OPENING BETWEEN GATE POSTS)

EXAMPLES: FE6-84-DO-RA-24

M

I N

3 STRANDS OF 4

POINT BARBED WIRE

LATCH

ASSEMBLY

BRACE RAIL (TYP.)

400 DIA. MIN. FOR GATE

POSTS 100 O.D. & LESS

21MPa 21MPa

NTS

PEDESTRIAN GATE DETAIL

A8

B

Q U

I R

Y

E V

I S

T

E

D

E T

A I L

A R

A R

AREA 1AREA 1

A R

R

AREA 1

X

GROUP HEADQUARTERS

MRSP WAREHOUSE

X X

X X

XXXX

XX

XX

X X

X X

X X

X X

X X

X X

X X

X X

X

L5

L5

L5

L5

L5

L5

L5

L5

L5

L2-2

L2-2

L2-2

L3-2 L3-2 L3-2

L2

L3

L3 L3

L3

PUMP

HOUSE

R

K N

O L L E

A

PLOT SCALE:PLOT DATE: 1:13/17/2022

10:05:42 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

White, Lisa

\\FTWFIL02\Building Programs\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.02 Landscape\Hangar Package Files\AFSCOC103022_L-101.dwg

DOMESTIC

TANK

DOMESTIC

TANK

TRUE NORTH

A

D E

F E

N B

A U

G H

J M

A R

T I N

KEYPLAN

L W

H I T

E

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

READY TO ADVERTISE - 16 JULY 2021

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

F Y

M

I L C

S

O C

H A

N G

M U

Y O

K O

S

E

J A

P A

N

T H

R E

E B

N

G A

R

A

M U

W H

V D

A F

J U

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

HISTE

C

CT

TE

SA

ET

S

TA

I R E G

OF

5 2

ET

X

RLDRE

CAANDS EP A

LI

SA

M. WHITE

WALKER BLVD

SCALE: 1:400

0 8000 16000

1 : 400

LANDSCAPE PLAN - AREA 1

A1

AREA 1

GENERAL NOTES

1. SEE L-100 FOR LANDSCAPE GENERAL NOTES.

2. REFERENCE PHASING NOTES ON C-001 FOR

INFORMATION ON INSTALLATION OF FIRE

LANE

LEGEND

SODDED LAWN (ZOYSIA MATRELLA)

REFER TO DETAILS E1 AND A1 ON

L-502

L A

N D

S C

A P

E

P

L A

N

A

R E

A

L-101

PLANT SCHEDULE

KUSU

CINNAMOMUM CAMPHORA

(A4/L-503)

INUTSUGE

ILEX CRENATA

(B1/L-503)

LIRIOPE

LIRIOPE MUSCARI

(A1/L-503)

BOTANICAL NAME / COMMON NAME CONT QTYSYMBOL

FLAT 476 SM

SPACING

500MM

AS INDICATED

AS INDICATED

LIRIOPE

LIRIOPE MUSCARI (A1/L-503)

KUSU

CINNAMOMUM CAMPHORA

(A4/L-503)

INUTSUGE

ILEX CRENATA (B1/L-503)

IC

BOULDERS (FIELD LOCATE)

SMALL-MEDIUM-LARGE

REFER TO DETAIL F1 ON L-503

CC

REFERENCE DETAIL

A1/L-501 FOR PLAZA

ENLARGEMENT

ZOYSIA

ZOYSIA MATRELLA

(A1/L-502)

SOD 2,200 SM-

60L

40MM CAL.

3M HEIGHT

1.2M SPREAD

20L CONT.

0.5M HEIGHT

0.5M SPREAD

B

Q

O N

T A

I N

Z

E S

REFERENCE GENERAL

NOTE 2, THIS SHEET

03.17.22

B

S

T E

M

M

O D

I F

I C

A T

I O

N

S

U F

I F

K

N O

L L

E

A

PLOT SCALE:PLOT DATE: 1:11/21/2022

1:56:03 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

White, Lisa

\\FTWFIL02\Building Programs\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.02 Landscape\Hangar Package Files\AFSOC103022-L-501-503.dwg

A

D

E F

E N

B A

U G

H

J M

A R

T I N

L W

H I T

E

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I L

E

N

A M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

PRE-FINAL DESIGN SUBMITTAL

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

W

H V

D

F

A F

D E

C E

M B

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

HISTE

C

CT

TE

SA

ET

S

TA

I

RE

G

OF

ET

X

RLDRE

CAANDS EP A

LI

SA

M. WHITE

F Y

L

C O

N

A

F S

O C

O P

E R

A T

I O

W

R

E H

O U

C

I L

I T

I E

S

Y O

K O

S

E

J A

P A

N

C I V

T

E

R

K

N O

L L

E

A

PLOT SCALE:PLOT DATE: 1:11/21/2022

1:56:03 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

White, Lisa

\\FTWFIL02\Building Programs\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.02 Landscape\Hangar Package Files\AFSOC103022-L-501-503.dwg

A

D

E F

E N

B A

U G

H

J M

A R

T I N

L W

H I T

E

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I L

E

N

A M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

PRE-FINAL DESIGN SUBMITTAL

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

W

H V

D

F

A F

D E

C E

M B

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

HISTE

C

CT

TE

SA

ET

S

TA

I

RE

G

OF

ET

X

RLDRE

CAANDS EP A

LI

SA

M. WHITE

F Y

L

C O

N

A

F S

O C

O P

E R

A T

I O

R

E H

O U

C

I L

I T

I E

S

Y O

K O

S

E

J A

P A

N

C I V

T

E

L-501

L A

N D

S C

A P

E

D

E T

A I L

S

NTSL-501

A1

PLAZA JOINT PATTERN LAYOUT

EQ EQ

45.00°

90.00°

1.0M

TYP

1.0M

TYP

INTEGRAL COLORED CONCRETE,

COLOR: SANTA FE TAN. JOINT

SEALANTS WITHIN INTEGRAL

COLORED CONCRETE TO MATCH

CONCRETE COLOR

NOTE:

1. BOULDERS LOCATED IN PLAZA

SHALL NOT IMPEDE EMERGENCY VEHICLE ACCESS ALONG WALKS.

BOULDERS. TYP. SYM.

REF. F1/L-503 FOR SIZE. 3 SMALL, 3

MEDIUM, 2 LARGE AS SHOWN

EXPANSION JOINT WHERE INTEGRAL

COLORED CONCRETE MEETS PLAIN

CONCRETE, REF E1/CS502

SAWED CONTRACTION JOINT,

REF A3/CS502

B

L A

Z

I N

T I N

G

EXPANSION JOINT WHERE INTEGRAL

COLORED CONCRETE MEETS PLAIN

CONCRETE, REF E1/CS502

EXPANSION JOINT WHERE INTEGRAL

COLORED CONCRETE MEETS PLAIN

CONCRETE, REF E1/CS502

POINT OF BEGINNING

22 EQUAL SEGMENTS THAT RADIATE

FROM CENTER OF CIRCLE.

ALIGN ON CENTER OF SIDEWALK

01.21.22

03.17.22

K

N O

L L

E

A

PLOT SCALE:PLOT DATE: 1:13/17/2022

9:58:58 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

White, Lisa

\\FTWFIL02\Building Programs\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.02 Landscape\Hangar Package Files\AFSOC103022-L-501-503.dwg

A

D

E F

E N

B A

U G

H

J M

A R

T I N

L W

H I T

E

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I L

E

N

A M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

READY TO ADVERTISE - 16 JULY 2021

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

F Y

L

C O

N

A

F S

O C

H A

N G

M U

Y O

K O

S

E

J A

P A

N

T H

R E

E B

N

G A

R

A

M U

W

H V

D

A F

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

HISTE

C

CT

TE

SA

ET

S

TA

I

RE

G

OF

ET

X

RLDRE

CAANDS EP A

LI

SA

M. WHITE

L-503

L A

N D

S C

A P

E

D

E T

A I L

S

R

K

N O

L L

E

A

PLOT SCALE:PLOT DATE: 1:13/17/2022

9:58:59 PM

B

C

D

E

F

G

1 2 3 4 5 6 7 8

PLOTTED BY:

FILE PATH:

White, Lisa

\\FTWFIL02\Building Programs\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.02 Landscape\Hangar Package Files\AFSOC103022-L-501-503.dwg

A

D

E F

E N

B A

U G

H

J M

A R

T I N

L W

H I T

E

SHEET ID

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I L

E

N

A M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

US Army Corps of Engineers ®

I S

O

A

D R

A W

I N

G

C

O D

E

READY TO ADVERTISE - 16 JULY 2021

9 10

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

F Y

L

C O

N

A

F S

O C

H A

N G

M U

Y O

K O

S

E

J A

P A

N

T H

R E

E B

N

G A

R

A

M U

W

H V

D

A F

M A

S

C R

I P

T I O

N D

A T

E

TEXAS REGISTERED

ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TX 76102 USA

HISTE

C

CT

TE

SA

ET

S

TA

I

RE

G

OF

ET

X

RLDRE

CAANDS EP A

LI

SA

M. WHITE

NTS

L-503

A1

GROUNDCOVER/PLANT SPACING DETAIL

A

A

B

NOTES:

1. REMOVE SPENT FLOWERS PRIOR TO PLANTING.

2. LOOSEN ROOT MASS AT BOTTOM OF ROOTBALL.

3. STRIP TOP OF ROOTBALL OF 7MM SURFACE GROWING MEDIA AND COVER

WITH 7MM OF SPECIFIED PLANTING SOIL MIX IN ADDITION TO MULCH.

SPACING "A" ROW "B" PLANT #/SM

300 260 14.2

400 346 8.0

450 390 6.3

500 433 5.1

600 520 3.5

750 650 2.3

900 780 1.6

1000 866 1.3

NOTES:

1. PRUNE ONLY DAMAGED OR DEAD WOOD

2. SHRUB PLANTING - REFER TO SHRUB BED LAYOUT FOR PLACEMENT OF SHRUBS

3. REMOVE ALL CONTAINERS, BURLAP WIRE OR OTHER MATERIAL SUPPORTING

ROOTBALL

4.STRIP TOP OF ROOTBALL OF 7MM SURFACE GROWING MEDIA AND COVER WITH 7MM

OF SPECIFIED PLANTING SOIL MIX IN ADDITION TO MULCH

5. LOOSEN ROOT MASS AT BOTTOM OF ROOTBALL

6. CONTRACTOR MAY PREPARE ENTIRE PLANTING BED WITH SPECIFIED BACKFILL MIX

NTS

L-503

B1

SHRUB/PERENNIAL PLANTING

NTS

L-503

F1

BOULDER DETAIL

0.15

TYP

0.15

MIN

2X ROOTBALL

WIDTH

NTS

L-503

A4

BROADLEAF 4-LEGGED TREE STAKING

± 1150

O

NOTE:

1. THE STAKES MUST BE PRESERVATIVE TREATED

0.0 A

03.17.22

B

Q U

I R

I E

S

STANDARD HOOK SCHEDULE

BAR

SIZE

FINISHED BEND

DIAMETER "D"

D13 80

D16 95

D19 115

D22 135

90 DEG.

HOOKS

"L"

D10 60 155

D25 155 410

"L

"D" f'c = 24 MPa f'c = 27 MPa

HOOK DEVELOPMENT LENGTH "Ldh"

140 130

190 180

240 220

330 310

380 360

440 410

"Ldh"

CRITICAL

SECTION

f'c = 30 MPa f'c = 36 MPa

130 120

170 150

210 190

300 270

340 310

390 360

NOTE:

1. INCREASE DEVELOPMENT & LAP LENGTH FOR TOP BARS BY 30%. TOP BARS ARE HORIZONTAL REINFORCING WITH MORE

THAN 300 CONCRETE CAST BELOW.

2. DEVELOPMENT & LAP LENGTHS SHOWN ASSUME CLEAR SPACING OF BARS IS NOT LESS THAN TWO TIMES THE BAR

DIAMETER AND CLEAR COVER IS NOT LESS THAN THE BAR DIAMETER. IF CLEAR SPACING OR COVER IS LESS THAN

LIMITS INDICATED, INCREASE DEVELOPMENT & LAP LENGTHS BY 50%.

3. FOR DOWEL BARS EXTENDING FROM AN INITIAL CONC. POUR INTO A SUBSEQUENT POUR, PROVIDE AT LEAST DEVELOPMENT LENGTH EMBEDMENT INTO INITIAL POUR. IF DEVELOPMENT LENGTH IN INITIAL POUR IS NOT AVAILABLE, PROVIDE STANDARD 90 DEGREE HOOK W/ HOOK DEVELOPMENT LENGTH SHOWN BELOW.

DEVELOPMENT & LAP SPLICE TABLE

BAR SIZE

f'c = 24 MPa f'c = 27 MPa

SPLICE LENGTH

D10 360 340 D13 480 460 D16 600 570 D19 850 800 D22 1230 1160 D25 1400 1320 D29 1790 1680 D32 1990 1870 D35 2180 2060 f'c = 24 MPa f'c = 27 MPa

DEVELOPMENT LENGTH

280 270 370 350 470 440 650 620 950 890 1080 1020 1380 1300 1530 1440 1680 1580 f'c = 30 MPa f'c = 36 MPa f'c = 30 MPa f'c = 36 MPa

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

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

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

C H

EC

KE

D B

Y:

US Army Corps of Engineers ®

IS

O

A

A

D R

AW

IN

G C

O D

E:

PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 16 JULY 2021

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

JA

PA

N D

IS

TR

IC

T

AP

O

A P

3-

FY

M

IL

C

O N

A

FS

O C

H

AN

G

AR

AM

U

YO

KO

TA

A

IR

B

AS

E, J

AP

AN

TH

R

EE

-B

AY

H

AN

G

AR

AM

U

W

2H V-

-D

-0

8-

H an ga r_

ST

R

.rv t

AF

-2

-1

-0

J

U

LY

As indicated

1/7/2022 2:39:28

PM

BIM 360://AFSOC_YokotaAB_HangarAMU_076915/ABS_S_HangarAMU_R20.rvt

J.

SN

O W

K.

G

R

AU

M

EN

Z/ C

.G

IL

L

R . K

N O

LL

E

S-002

M .M

AI

N

R

ID

G E

G

EN

ER

AL

S

TR

U C

TU

R

AL

N

O

TE

S

St ru ct ur al S

-0

NTS

STANDARD HOOK SCHEDULE

C8

NTS

DEVELOPMENT LENGTH & LAP SPLICE SCHEDULE

A4

GENERAL NOTES CONTINUED

CONCRETE

3.1 REINFORCING

A. STEEL BARS FOR CONCRETE REINFORCEMENT SHALL CONFORM WITH JIS G3112 AND THE

FOLLOWING.

1. REINFORCING STEEL D16 AND SMALLER SHALL BE SD295 DEFORMED BARS, WITH MINIMUM YIELD

STRENGTH OF 295 MPA UNLESS NOTED OTHERWISE.

2. REINFORCING STEEL D19 AND LARGER SHALL BE SD345 DEFORMED BARS, WITH A MINIMUM YIELD

STRENGTH OF 345 MPA UNLESS NOTED OTHERWISE.

3. WELDED WIRE FABRIC SHALL CONFORM WITH JIS G3551 AND SHALL BE CONTACT LAP SPLICED

TWO FULL WIRE SPACES.

4. REINFORCING, INCLUDING DOWELS, SHALL BE SECURELY TIED AND CAST WITH THE LOWER

MEMBER.