W912HV-17-B-0002,_Am-0002_(Combined_Drawings).pdf

PDF 20 MB Posted Dec 26, 2016

Attached to: Tactical Equipment Maintenance Facility
Solicitation number: W912HV-17-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

From the source

Amendment 0002 - Revised Drawings

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Other files

File	Type	Posted
Abstract_-_TEMF_W912HV-17-B-0002.pdf	PDF	Jan 20, 2017
W912HV-17-B-0002,_Amendment_0002.pdf	PDF	Dec 26, 2016
W912HV-17-B-0002,_Am_0002_-_Revised_Specs.pdf	PDF	Dec 26, 2016
Amendment_0001_-_TEMF_(extend_response_date).pdf	PDF	Nov 14, 2016
TEMF_Drawing_(Volume_1_of_4).pdf	PDF	Oct 7, 2016
OneTime_Multiple_Access_Roster_USAG-J_Form_1529-1.pdf	PDF	Oct 7, 2016
TEMF_Drawing_(Volume_2_of_4).pdf	PDF	Oct 7, 2016
TEMF_Drawing_(Volume_3_of_4).pdf	PDF	Oct 7, 2016
Solicitation_W912HV-17-B-0002.pdf	PDF	Oct 7, 2016
OneTime_Multiple_Access_Roster_USAG-J_Form_1529.pdf	PDF	Oct 7, 2016
TEMF_Specifications.pdf	PDF	Oct 7, 2016
TEMF_Drawing_(Volume_4_of_4).pdf	PDF	Oct 7, 2016

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177-1

D1-1 D1-2

D1-3 D1-4

D1-5 D1-6 D1-7

D1-8

D1-17D1-16D1-15

D1-10

D1-9

D4-2

D3-2 D2-2

D2-3 D2-4 D2-5

D2-6

D2-13D2-12

D2-14

POC

D3-1

D4-1

D4-3

S1-12S1-4 S1-11

S1-6

S1-5

S1-8 S1-9

S1-1S1-2

S1-3

S1-10

S1-14

S1-7

S1-18

S1-13

S1-15

S1-16S1-17S1-19

S1-20S1-21

S1-22

POC

MECH

TACTICAL EQUIPMENT

MAINTENANCE FACILITY (TEMF)

PRIVATE OWNED VEHICLE

(POV) PARKING AREA

GOVERNMENT OWNED VEHICLE

(GOV) PARKING AREA

SATS/ASLMS

DOCK

O R

G A

N I Z

A T

I O

N A

T O

R A

G E

B U

I L D

I N

S B

POL HAZ

VSAT

VUΦ200 5.5‰ L=11.730m

V U Φ i

L m

V U Φ m

VUΦ200 i=5.5‰ L=29.750m

VUΦ200 i=5.5‰ L=29.750m VUΦ200 i=5.5‰ L=31.800m

VUΦ200 i=5.5‰ L=14.450m

VUΦ200 i=5.5‰ L=22.250m

VUΦ200 i=5.5‰ L=6.160m

Φ m

VUΦ200 i=7.2‰

L=31.670m

V U Φ

L m

V U Φ

L m

V U Φ i=

.3 m

VUΦ200 i=12.0‰

L=21.890m

VUΦ200 i=10.0‰

L=18.240m

V U Φ

L mV U Φ

L m

V U Φ i m

V U Φ i

L m

V U Φ i

L m

DIP Φ75

DIP Φ150

VUΦ150

i=5.5‰

L=2.560m

POC

L85

L37

L48

L25

L36

L49

L60

L61

L72

TR86 TR105

D1-11 D1-12 D1-13 D1-14

D2-1

D2-7 D2-8 D2-9 D2-10 D2-11

DIP Φ150

VUΦ200

i=10.0‰

L=5.120m

VUΦ200 i=15.0‰ L=8.750m

BP1 BP2

BP3 BP4

D I P

D2-15

POC

303° 10′ 48″

3°

′ 4 8″

127° 20′ 5″

3°

′ 4 8″

123° 10′ 48″

303° 10′ 48″

3°

′ 4 8″

3°

′ 4 8″

3°

′ 4 8″

3°

′ 4 8″

123° 10′ 48″

303° 10′ 48″303° 10′ 48″303° 10′ 48″

3°

′ 4 8″

303° 10′ 48″

3°

′ 4 8″

7°

′ 3 2″

3°

′ 4 8″

D5-2D5-1

PIV

D I P

DIP Φ150

A1 +4

.04

C6+2.07

C6+11.86 C9+0.08

C1 0+

.97

WATERLINE "C" L=487.47m

° 1

0′

123° 10′ 48″

3°

′ 4 8″

123° 10′ 48″

3°

′ 4 8″

123° 10′ 48″

3°

′ 4 8″

123° 10′ 48″

3°

′ 4 8″WATERLINE "B" L=77.61m

LIN

E "A

0.2

WATERLINE "D" L=43.79m

A1 +0

.00 A2

+0 .00

A3 +0

.00 A4

+0 .00

A5 +0

.00

B1+0.00 B2+0.00 B3+0.00

C1 +0

.00

C2+0.00 C3+0.00 C4+0.00 C5+0.00 C6+0.00

C7+0.00 C8+0.00 C9+0.00

C1 0+

0.0

C1 1+

0.0

C1 2+

0.0

C1 3+

0.0

C14+0.00

D1+0.00

STA.C0+0.00

WATERLINE "C" BP

Ø150x150 TEE

STA.A5+10.28

WATERLINE "A" EP

STA.C10+11.97

Ø150x150 TEE

WATERLINE "D" BP

(STA.D0+0.00)

STA.B3+17.61

WATERLINE "B" EP

STA.D2+3.79

WATERLINE "D" EP

STA.A1+4.04

Ø75x75 TEE

WATERLINE "B" BP

(STA .B0+0.00)

STA.B3+13.79

Ø75 1/4 BEND

Ø150 1/4 BEND

STA.C6+19.04

Ø150x150 TEE STA.C9+0.08

Ø150 1/4 BEND

STA.C13+7.49

Ø150x150 TEE

2-Ø150 1/4 BEND

1-Ø150x100 REDUSER

STA.D0+13.70

Ø150x150 TEE

STA.C1+3.45

Ø150 1/4 BEND

STA.A0+5.00

Ø75 1/4 BEND

PIV

DIP Φ150

177-1

POC

DIP Φ150

C13+7.49

STA.C23+3.90

WATERLINE "C" EP

Ø150x150 TEE

WATERLINE "C" L=487.47m

123° 10′ 48″

3°

′ 4 8″

168° 10′ 48″

C1 3+

0.0

C1 4+

0.0

C1 5+

0.0

C1 6+

0.0

C1 7+

0.0

C1 8+

0.0

0 STA.C18+4.42

Ø150 1/8 BEND

C19+ 0.0

C20+0.00

C21+0.00

303° 10′ 48″

C2 2+

0.0

C23+0.00 213° 10′ 48″

STA.C14+13.69

Ø150x100 TEE

STA.C17+19.23

Ø150x100 TEE

Ø100 1/4 BEND

STA.C19+12.36

Ø150 1/8 BEND

STA.C21+18.63

Ø150 1/4 BENDSTA.C22+4.87

Ø150 1/4 BEND

S2-2

POC

S2-1

S2-3

VEHICLE WASH

FACILITY (VWF)

PRE-ASSEMBLY AREA

VEHICLE ASSEMBLY AREA

POC

1°

′ 1 5″

4° 9′

0″

8°

′ 5 5″

PIV

D I P

DIP Φ150

STA.F0+0.00

Ø75x75 TEE

WATERLINE "F" BP

STA.F1+17.21

WATERLINE "F" EP

WATERLINE "F" L=37.21mSTA.G0+0.00 Ø150x150 TEE

WATERLINE

"G" BP

STA.G0+11.44

WATERLINE

"G" EP

WATERLINE "G"

L=11.44m

3°

′ 4 8″

3°

′ 4 8″

123° 10′ 48″

F1 +0

.00

STA.G0+6.82

Ø150 1/4 BEND

EXIST NEW

WATER PIPE LINE AND VALVE

INDUSTRIAL WATER PIPE LINE

STORM DRAINAGE PIPE LINE

AND MANHOLE

SANITARY SEWER PIPE LINE

AND MANHOLE

FIRE HYDRANT

SCALE 1 : 400

UTILITY PLAN - SEWER AND WATER1

CU-108

PLAN

NORTH

SAND INTERCEPTOR

OIL/WATER SEPARATOR

( MECH. WORK)

DIESEL FUEL STORAGE TANK

ON CONCRETE PAD

MATCHING POINT

CU-108

SCALE 1 : 1000

UTILITY PLAN - WATER3

CU-108

OIL/WATER SEPARATOR

LEGEND

V-TYPE GUTTER

GRATING COVERED

CONCRETE COVERED

FREE GRADIENT DITCH

EXIST NEW

AND CATCH BASIN

SCALE 1 : 400

(SEWER AND WATER)2

CU-108

V U Φ

L m

V U Φ m

VUΦ200 i=15.0‰

L=3.020m

EXISTING

POL STORAGE

OIL/WATER

SEPARATOR

( MECH. WORK)

TRANSFORMER

POST INDICATOR VALVE (TYP)

INFILTRATION PIPES

TRASH ENCLOSURE

DUMPSTER ENCLOSURE

SEWER PIPE

CONNECTION POINT

DOMESTIC WATER PIPE

CONNECTION POINT

INDUSTRIAL WATER PIPE

CONNECTION POINT

STORM PIPE CONNECTION POINT

(FOR OVERFLOW WATER)

INFILTRATION PIPES

DOMESTIC WATER PIPE

CONNECTION POINT

INDUSTRIAL WATER PIPE

CONNECTION POINT

SEWER PIPE CONNECTION POINT

DOMESTIC WATER PIPE

CONNECTION POINT

L-TYPE GUTTER

AND L-TYPE INLET

INFILTRATION TRENCH

AND INFILTRATION MANHOLE

WATER METER BOX &

WATER METER W/PULSE

OUTPUT FAUNCTION

STORM PIPE CONNECTION POINT

(FOR OVERFLOW WATER)

CU-503

CU-505

CS-509

CU-506

WATER GATE VALVE

CU-506

GROUNDING SYSTEM

(TYP OF 10, ELEC. WORK)

STORM DRAINAGE PIPE

CONNECTION POINT

AND VALVE

M WATER METER

OPTION ONE

OPTION TWO

UTILITY PLAN

EXISTING INDUSTRIAL

WATER LINE

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

CU-108

Sheet

Reference

Number:

L E

I D

O S

N G

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

M A

I T

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

A B C D E F G H

U T

I L

I T

L A

E W

E R

POINT OF DISCONNECTION

INDUSTRIAL WATER PIPE CONNECTION POINT

POINT OF DISCONNECTION

CONNECT NEW Ø150 WATER PIPE TO

EXISTING HYDRANTS WITH GATE VALVE

CONNECT NEW Ø150 WATER PIPE TO

EXISTING HYDRANT WITH GATE VALVE

THRUST BLOCK (TYP) 1

CU-506

THRUST BLOCK (TYP)

CU-506

THRUST BLOCK (TYP)

CU-506

VWF

OSB

(BASE)

BASE

TEMF

Tactical Equipment Maintenance Facility (TEMF) Sagami General Depot, Japan

13AR0001

W912HV-17-B-0002 (Am-0002) j2ee9wwh Rectangle

D25×500 ctc400 h

D13 ctc 1000 h h

10 100 200 200

S=1:5 h

S=1:10

D25×500 ctc 400

INJECTED JOINT FILLER

SLIP-BAR OR TIE-BAR

CROSS BAR

(WELDED TO CHAIR)

CHAIR BAR D13

SLIP-BAR/ TIE-BAR INTERVAL SHALL BE @500

CHAIR DETAIL

TEMPORARY INSERTION

TRANSVERSE CONTRACTION JOINT

BITUMINOUS MATERIAL SPREADING

CHAIR

SLIP-BAR

(SITE JOINT)

(DUMMY TYPE)

TRANSVERSE CONTRACTION JOINT

S=1:10

INJECTED JOINT FILLER

h h h h

CHAIR

TIE-BAR WITH SOCKET

INJECTED JOINT FILLER

S=1:10

LONGITUDINAL CONSTRUCTION JOINT

(COLLATED TIE-BAR TYPE)

JOINT FILLER

BACKUP MATERIAL

INJECTED JOINT FILLER

JOINT FILLER

BACKUP MATERIAL

REINFORCING BAR FOR FREE BORDER EDGE

EXPANSION JOINT

S=1:10

CONCRETE PAVEMENT

INJECTED JOINT FILLER

D13 h h

(TIE-BAR TYPE)

INJECTED JOINT FILLER

S=1:10

TRANSVERSE CONTRACTION JOINT

D16×1000 ctc 900

TIE-BAR

(COLLATED TYPE)

DISTANCE TO THE NEAREST JOINT 3m

D h h

BACKUP MATERIAL

JOINT FILLER

INJECTED JOINT FILLER

THICK CONNECTING EDGE TYPE

NOT TO SCALE

D1 C-501

C-501 NOT TO SCALE

D3 C-501

D4 C-501

D6 C-501

D7 C-501

D8 C-501

D12 C-501 h h

(COLLATED SLIP-BAR TYPE)

BITUMINOUS MATERIAL SPREADINGINJECTED JOINT FILLER

S=1:10

LONGITUDINAL CONSTRUCTION JOINT

CHAIR D25×500 ctc 400

SLIP-BAR WITH SOCKET

D5 C-501 h h

WIRE MESH / WIRE MESH SIZE D6 @150x150

WIRE MESH

S=1:10

D9 C-501

JOINT FILLERCUTTING

AT IRREGULAR SHAPE SECTION

AT INTERSECTION OF SIDEWALK

AT EVERY 6 CONTRACTION JOINT SPANS

AT EVERY DISTANCE OF SIDEWALK WIDTH

INSTALLATION SITE

EXPANSION

CONTRACTION

JOINT TYPE

JOINT INSTALLATION SITE

(FOAMY RESIN)

EXPANSION JOINT

S=1:5

D11 C-501

(FOR SIDEWALK)

S=1:5

D10 C-501

CONTRACTION JOINT

(FOR SIDEWALK)

OTHER THAN THE ABOVE MENTIONED.

IS LESS THAN 50m.

WHEN THE ADJACENT EXPANSION JOINT INTERVAL

REMARKSCLASSIFICATION

FOR VEHICLE

TRAFFIC ZONES

D(mm)

(JIS K2208, PETROLEUM ASPHALT EMULSION

WIRE MESH AREA SEE DWG C-110

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

C-501

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

A B C D E F G H

C O

N C

R E

E M

I N

E T

A I L S

Tactical Equipment Maintenance Facility (TEMF) Sagami General Depot, Japan

13AR0001

W912HV-17-B-0002 (Am-0002) j2ee9wwh Rectangle

( FOR ROAD CROSSING )

GRATING COVER (T-25)

FOUNDATION

( RC-40 )

( σck=18N/mm2 )

( MUST BE OVER 50mm )

PLAIN CONCRETE

INVERT CONCRETE

110 110

300 x 400

300 x 500

SIZE

E E

300 x 400

300 x 500

SIZE

GRATING COVER (T-25)

INVERT CONCRETE

PLAIN CONCRETE

( MUST BE OVER 50mm )

( σck=18N/mm2 )

( RC-40 )

FOUNDATION

300 x 600 745 65

300 x 300 445 50

100 100

NOTE;

GRATING COVER INSTALLING BY ONE EVERY 10 METERS .

CONCRETE COVER

C h

SIZE

300 x 300

INLET

D1-1 395

100100 h

No.

D1-2 395 150

D1-3 395 150

D1-8 395 150

D1-15 395 150

D1-4 471 174

D1-5 448 197

D1-6 451 194

D1-9 410 235

D1-16 425 220

D1-17 450 195

300 x 400

300 x 500 D1-7 515 230

300 x 800 D1-10 860 185

D-11 981 164

D-13 907 238

D-12 1068 177

300 x 900

300 x 1000

D-14 909 236

100100

FOUNDATION

( RC-40 )

( σck=18N/mm2 )

( MUST BE OVER 50mm )

PLAIN CONCRETE

INVERT CONCRETE

GRATING COVER (T-25)

100 715 100

75 75

400165

15150

400165

L-TYPE GUTTER

GRATING COVER (T-14)

EXPANSION JOINT

( FOAMY RESIN )

GRATING COVER (T-14)

REINFORCED CONCRETE

LEVELING CONCRETE

( σck=18N/mm2 )

( RC-40 )

FOUNDATION

( σck=21N/mm2 )

D10 @200 2 DIRECTIONS

PLAN SECTION

PRECAST CYLINDER (H=200)

PRECAST RECEIVER (H=100)

Ø 1000

150Ø 700150

CAST-IRON COVER

( DEODORANT TYPE )

( NON UNFORM )

( σck=18N/mm2 )

PLAIN CONCRETE

( RC-40 )

FOUNDATION

SCALE 1 : 20

STORM DRAINAGE INLET Ø700 (No.D3-2)3

CU-502

NON-SLIP

STEP METAL

PRECAST CYLINDER (H=500)

Ø1200

Ø900

Ø900 75

Ø820

Ø600

MANHOLE

D4-1 118.952 118.042 0.910

D4-3 118.835 117.925 0.910

L-TYPE GUTTER INLET 400x500

No.

FINISHED

GRADE

BOTTOM

ELEVATION

D3-1 119.170 118.446 0.724

SCALE 1 : 20

CU-502

SCALE 1 : 20

( NORMAL TYPE )4

CU-502

FREE GRADIENT DITCH

SCALE 1 : 20

( FOR ROAD CROSSING )5

CU-502

FREE GRADIENT DITCH

( FOR FREE GRADIENT DITCH )

STORM DRAINAGE INLET

SCALE 1 : 20

L-TYPE GUTTER INLET 400x5001

CU-502

V-TYPE GUTTER

ADJUST BLOCK

CAST-IRON COVER

( RC-40 )

FOUNDATION

PRE-CAST CONCRETE

BOTTOM SLAB

PRE-CAST CONCRETE

BODY BLOCK

PRE-CAST CONCRETE

SLANT WALL

NON-SLIP

STEP METAL

UPPER ADJUST HEIGHT

( DEODORANT TYPE )

( WALL FOR PIPE

INSTALLATION )

Ø1200

Ø900

Ø820

Ø600

INVERT MOTAR

( σck=18N/mm2 )

PLAIN CONCRETE

NON-SLIP

STEP METAL

PLAN A - A SECTION B - B SECTION

CU-502

2 STORM DRAINAGE MANHOLE Ø900 (No.D4-2)

SCALE 1 : 20

( FOR FREE GRADIENT DITCH )

STORM DRAINAGE INLET

SCALE 1 : 20

STORM DRAINAGE INLET 600x6007

CU-502

[ No.D5-1,D5-2 ]

100 100

D10 @200 2 DIRECTIONS

( σck=21N/mm2 )

FOUNDATION

( RC-40 )

( σck=18N/mm2 )

LEVELING CONCRETE

REINFORCED CONCRETE

GRATING COVER (T-25)

PRE-CAST CONCRETE PRE-CAST CONCRETE PRE-CAST CONCRETE

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

CU-502

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

A B C D E F G H

S T

O R

R A

I N

A G

E T

A I L S

Tactical Equipment Maintenance Facility (TEMF) Sagami General Depot, Japan

13AR0001

W912HV-17-B-0002 (Am-0002)

0 STORM PIPESφ200(WITH HOLES)

WATER-PERMEABLE SHEET

SINGLE SIZED CRUSH STONE #4

200200 200

600 1900 1900600 φ200

1900 600 19001900 600

600 1900

STORM PIPESφ200(WITH HOLES)

SIGLE SIZED CRUSH STONE #4

WATER-PERMEABLE SHEET

INLET

600 19001900 φ600 φ900 φ1500

PRE-CAST CONC

SLANT WALL

STRAIGHT

PERMEABLE

SHEET

INFILTRATION MANHOLE (φ900)

WALL

φ900

1000130

STRAIGHT

(mm)

COVERSLANT

WALL

φ900

WASHER

φ600

WALL

600 11045300

ADJUST

2650 1

600/900

D2-1

WATER-

STORM DRAINAGE INLET

BACKFILING

WITH ORIGINAL SOIL

BACKFILING

WITH ORIGINAL SOIL

PRE-CAST CONC

STRAIGHT WALL

CAST-IRON COVER

PRE-CAST CONCRETE

STRAIGHT WALL H=1000

(INFILTRATION TYPE)SINGLE SIZED CRUSH STONE #4

UPPER ADJUST HEIGHT

( WASHER FOR ADJUSTMENT

AND MOTAR )

CU-502

VUφ200

WATER-PERMEABLE SHEET

SEE DETAIL

117.880

118.080

116.880

2390D2-2

2520D2-3

2520D2-4

2520D2-5

2520D2-6

2010D2-7

2079D2-8

2240D2-9

450 600300 900

2240D2-10

2240D2-11

2520D2-12

2520D2-13

2520D2-14

2870D2-15

ADJUST BLOCK

ADJUST

φ600

100 150

1 1 11

1 1 11 1

1 1 11

1 1 1 11

1 1 11

TOTAL 15 15 152 10 10 924 5 9 4 6

BLOCKMANHOLE

No.

STORM PIPESφ200(WITH HOLES)

117.880

117.540

D1-1 D1-2

D1-3 D1-4

D1-5 D1-6 D1-7

D1-8

D1-17D1-16D1-15

D1-10

D1-9

D4-2

D3-2 D2-2

D2-3 D2-4 D2-5

D2-6

D2-13D2-12

D2-14

POC

D3-1

D4-1

D4-3POC

D1-11 D1-12 D1-13 D1-14

D2-1

D2-7 D2-8 D2-9 D2-10 D2-11

BP1 BP2

BP3 BP4

D2-15

POC

TACTICAL EQUIPMENT

MAINTENANCE FACILITY (TEMF)

F T

130300

[427FT]

40600

[133FT]

55600

[182FT]

33110

[109FT]

CONCRETE PIPE (STORM DRAIN INFILTRATION PIPE)

SCALE 1 : 500

STORM INFILTRATION SYSTEM DETAILS1

CU-503

PLAN

NORTH

CU-503

SCALE 1 : 25

SECTIONA2

CU-503

SCALE 1 : 25

SECTIONA1

CU-503

SCALE 1 : 25

LAYOUT PLAN FOR STORM INFILTRATION SYSTEM2

CU-503

SINGLE SIZED CRUSH STONE #4

INLET

CONCRETE PIPE (STORM DRAIN INFILTRATION PIPE)

SINGLE SIZED CRUSH STONE #4

STORMWATER OVERFLOW TO

EXISTING INLET

STORM INFILTRATION SYSTEM

SEE DETAIL

STORM INFILTRATION SYSTEM

SEE DETAIL

STORM INFILTRATION SYSTEM

SEE DETAIL

CU-503

STORMWATER OVERFLOW TO

EXISTING MANHOLE

INFILTRATION MANHOLE Ø900 (TYP)

SEE DETAIL

SCALE 1 : 25

INFILTRATION MANHOLE DETAIL3

CU-503

(BASE)

EXISTING STORM BOX CULVERT

DISCHARGE TO OFFBASE

MOUNT UP CONCRETE CURB

GRATING COVERED TRENCH

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

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R M

N G

I N

E E

I S

T R

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J A

P A

C O

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CU-503

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

A B C D E F G H

S T

O R

I N

F I L T

R A

T I O

S Y

S T

A I L S

Tactical Equipment Maintenance Facility (TEMF) Sagami General Depot, Japan

13AR0001

W912HV-17-B-0002 (Am-0002)

Ø1200

Ø900

Ø900 75

Ø820

Ø600

ADJUST BLOCK

CAST-IRON COVER

( RC-40 )

FOUNDATION

BOTTOM SLAB

PRE-CAST CONC

BODY BLOCK

PRE-CAST CONC

SLANT WALL

NON-SLIP

STEP METAL

UPPER ADJUST HEIGHT

( DEODORANT TYPE )

( WALL FOR PIPE

INSTALLATION )

Ø1200

Ø900

Ø820

Ø600

INVERT MOTAR

( σck=18N/mm2 )

PLAIN CONCRETE

NON-SLIP

STEP METAL

PLAN A - A SECTION B - B SECTION

CU-504

1 SANITARY SEWER MANHOLE Ø900

SCALE 1 : 20

MANHOLE

25 45 50 100 150 300 450 600 600 900 1200 900 1200

119.415 118.147 1.268

119.462 118.023 1.439

119.423 118.218 1.205

119.423 117.725 1.698

119.468 118.052 1.416

WALL FOR PIPEADJUST ADJUST BLOCK SLANT WALL STRAIGHT WALL

SANITARY SEWER MANHOLE (Ø900)

119.468 117.676 1.792

No.

FINISHED

GRADE

BOTTOM

ELEVATION

WASHER INSTALLATION

BOTTOM

SLAB

119.350 118.143 1.207

119.350 117.913 1.437

119.610 117.682 1.928

118.810 117.101 1.709

119.480 116.978 2.502

119.480 116.945 2.535

119.498 118.358 1.140

S1-2 119.412 118.275 1.137

119.720 117.519 2.201

119.810 117.355 2.455

118.730 117.180 1.550

119.350 118.172 1.178

300 600

S1-3

S1-4

S1-6

S1-7

S1-11

S1-12

S1-14

S1-15

S1-16

S1-17

S1-18

S1-19

S1-20

S1-21

S1-22

S2-2

S2-3

TOTAL 18

11 1 1 1

1 1 1 1

1 1 1 1 1

1 1 1

1 1 1 1

11111

1 1 1 1 1

11111

1 1 1 1 1

11111

1 1 1 1 1

11111

1 1 1 1

9 9 2 9 7 3 9 6 2 7 9 4 5

PRE-CAST CONC

STRAIGHT WALL

100 100

D10 @200 2 DIRECTIONS

( σck=21N/mm2 )

FOUNDATION

( RC-40 )

( σck=18N/mm2 )

LEVELING CONCRETE

REINFORCED CONCRETE

SCALE 1 : 20

SANITARY SEWER INLET 600x6002

CU-504

SCALE 1 : 20

SANITARY SEWER INLET 600x6003

CU-504

[ No.S1-13 ]

CAST-IRON COVER

( DEODORANT TYPE )

INLET

S1-8 1.008

S2-1 1.008

No.

S1-1 0.958

S1-9 1.066

S1-10 1.154

100 100

( σck=21N/mm2 )

FOUNDATION

( RC-40 )

( σck=18N/mm2 )

LEVELING CONCRETE

REINFORCED CONCRETE

GRATING COVER (T-14)

S1-5 1.008

1 1

D10 @200 2 DIRECTIONS

NEW CONCRETE CURBS

STORM FLOW FROM FUELING PAD

CONCRETE CURBS ENCLOSURE AT THREE (3)

SIDES OF THE SEWER INLET TO PREVENT

OILY WATER FLOW TO OUTSIDE.

STORM WATER FLOW INTO

OIL/WATER SEPARATOR

CONCRETE INVERT

170 100

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

CU-504

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

A B C D E F G H

S A

N I T

A R

E W

A I

Tactical Equipment Maintenance Facility (TEMF) Sagami General Depot, Japan

13AR0001

W912HV-17-B-0002 (Am-0002)

FOUNDATION

710×510

300×300

500×500

450×450

A x B

G F

F E

C E F

FOR 6" WATER LINE : 1100X710

750×750

450×450

650×650

P A

I C

K N

E S

150WARNING TAPE

I N

WATER PIPE

I N

FIRE HYDRANT

4" DIA. DUCTILE IRON PIPE

FILLED WITH CL. B CONC.,

PAINTED REFLECTIVE

CHROME YELLOW

EXIST. GROUND

16" DIA. CON. BASE,

CLASS B, TYP

FIRE HYDRANT

CONCRETE FILLED, 4"

STANDARD GALV. IRON

PIPE POST, PAINTED

YELLOW

17" 17"

SECTION

PLAN

WATER LINE

POST INDICATOR VALVE (P.I.V.)

BOTTOM SECTION

12"

MIN

CONC. ANCHOR BLOCK (SQUARE),

SLOPE TOP TO DRAIN AWAY FROM INDICATOR POST

4" DIA. DUCTILE IRON PIPE FILLED WITH CL. B

CONC., PAINTED REFLECTIVE CHROME YELLOW

INDICATOR POST

(VERTICAL ADJUSTABLE TYPE)

FINISHING GRADE

36" MIN. 5' MAX. FROM

EDGE F HARDSTAND IF

NO CURB

水道

PLAIN CONCRETE

Ø25

WATER PIPE

GRASS SECTION

FIRE FIGHTING WATER

PAVEMENT SECTION

NEW WATER LINE CROSSING

2 M （MIN） 2 M （MIN）

I N

C H

E S

REINFORCED

CONC JACKET

NEW SEWER PIPE

FINISHED

GRADE

10" 10"

PIPE

I A

13MM @12" O.C.

W/ CLEAR. 4"

L E

A R

SECTION

消 150

仕切弁

給 75

仕切弁

DIAMETER

COLOR

(DRINK USE : BLUE)

DIAMETER

COLOR

(FIRE : YELLOW)

NOT TO SCALE

CU-506

THRUST BLOCK DETAIL-1

NOT TO SCALE

CU-506

WATER METER BOX DETAIL

POST INDICATOR VALVE DETAIL

CU-506

NOT TO SCALE

CU-506

WARNING TAPE DETAIL

NOT TO SCALE

CU-506

FIRE HYDRANT DETAIL2

CU-506

GATE VALVE DETAIL

NOT TO SCALE NOT TO SCALE

CU-506

FIRE HYDRANT GUARD POST DETAIL

NOT TO SCALE

CU-506

TYPICAL WATER SIPHON DETAIL

DETAILS OF GATE VALVE BOX COVER

CU-506

NOT TO SCALE

PIPE MARKER

CU-506

NOT TO SCALE

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

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N G

I N

E E

R S

A P

CU-506

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

A B C D E F G H

W A

T E

U P

A I L S

Tactical Equipment Maintenance Facility (TEMF) Sagami General Depot, Japan

13AR0001

W912HV-17-B-0002 (Am-0002)

Tactical Equipment Maintenance Facility (TEMF) Sagami General Depot, Japan

13AR0001

W912HV-17-B-0002 (Am-0002)

LEVELING CONCRETE

GL GL

950 775 775 950 775

CONCRETE WALL

L-65X65X6

(GALVANIZED)

950 775

950 775 775 950 775950 775

95 95

1500 1500

ARCHITECTURAL CONCRETE

B TYPE (TYP)

JOINT SEALING

POLYURETHANE TYPE (PU-2 20X10)

L-50X50X6

(HDG, TYP)

(HDG: HOT DIP GALVANIZED)

LB-38X6

(HDG, TYP)

ROUND BAR

16MM@100MM

(HDG, TYP)

LOCK

JOINT SEALING

(PU-2 20X10)

ARCHITECTURAL CONCRETE

B TYPE (TYP)

JOINT SEALING

(PU-2 20X10)

MULTI-LAY PAINTING FINISH (TYP)

SD13

@350-H.V.

100100

SD13

@250-H.V.

PL-6MM

ROUND BAR DIA. 6MM

75 75

100100

L-65X65X6

L-50X50X6

JOINT SEALING

(PU-2 20X10)

EXPANSION JOINT

LEVELING CONCRETE

CONCRETE WALL

L-65X65X6

(GALVANIZED)

1655 1655

ARCHITECTURAL CONCRETE

B TYPE (TYP)

POLYURETHANE TYPE (PU-2 20X10)

ARCHITECTURAL CONCRETE

B TYPE (TYP)

JOINT SEALING

(PU-2 20X10)

MULTI-LAY PAINTING FINISH (TYP)

SD13

@250-H.V.

ARCHITECTURAL CONCRETE

B TYPE (TYP)

JOINT SEALING

POLYURETHANE TYPE (PU-2 20X10)

75 75

ARCHITECTURAL CONCRETE

B TYPE (TYP)

MULTI-LAYER PAINTING FINISH (TYP)

CIVIL WORK

BRACING D16MM SOP

DIA. 60.MMX2.3 SOP (TYP)

300X300

100100

STOPPER 16MM

75 75

100100

JOINT SEALING

(PU-2 20X10)

JOINT SEALING

PLAIN CONCRETE

(21N/mm2)

LEVELING CONCRETE

BASE COURSE

(CRUSHER-RUN, RC-40)

PB-4.5MM SOP

16MM SOP

DIA. 20MM

PB-4.5MM SOP

DIA. 9MM 16MM SOP

FB-4.5 SOP (TYP)

FB-100X5 SOPFB-4.5 SOP (TYP)

DIA. 60.5 X2.3 MM SOP

PLAN AND SECTION OF TRASH ENCLOSURE

CS-509

SCALE 1 : 50

PLAN1

CS-509

SCALE 1 : 50

SECTIONA1

CS-509

SCALE 1 : 50

SECTIONA2

CS-509

SCALE 1 : 50

SECTIONA3

CS-509

SCALE 1 : 50

SECTIONA4

CS-509

SCALE 1 : 5

LOCKING DETAILA6

CS-509

PLAN AND SECTION OF DUMPSTER

CS-509

SCALE 1 : 50

CS-509

SCALE 1 : 50

SECTIONB1

CS-509

SCALE 1 : 50

SECTIONB2

CS-509

SCALE 1 : 50

SECTIONB4

CS-509

SCALE 1 : 50

SECTIONB5

CS-509

SCALE 1 : 50

SECTIONB3

CS-509

SCALE 1 : 5

SECTIONB6

CS-509

SCALE 1 : 50

PLAN2

CS-509

(BASE) (BASE)

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

CS-509

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

A B C D E F G H

D E

T A

I L

R A

L O

S U

R E

A N

U M

P S

T E

Tactical Equipment Maintenance Facility (TEMF) Sagami General Depot, Japan

13AR0001

W912HV-17-B-0002 (Am-0002)

3 @600=1800

ROAD

CURB BLOCK A

MORTAR (1 : 3 )

( σck=18N/mm2 )

PLAIN CONCRETE

FOUNDATION

( RC-40 )

PAVEMENT SURFACE

CURB BLOCK ( SLANT TYPE )

CURB BLOCK ( PLANE TYPE )

FOUNDATION ( RC-40 )

( σck=18N/mm2 )PLAIN CONCRETE

SLOPE MAX. 8.0 %

1500 ･1800

UNDERLAY PAPER ( KRAFT PAPER )

BASE COURSE ( RC-40 )

PLAIN CONCRETE ( 18N-8-25 ) t = 100 t = 100

NOTE ) · SIDEWALK SURFACE MUST BE BROOM FINISHED.

CURB

2500 1500

NO PARKING LOTPARKING LOT FOR PHYSICALLY

HANDICAPPED PERSONS ONLY

WHITE TRAFFIC PAINT

WHITE TRAFFIC PAINTWHITE TRAFFIC PAINT

SIDEWALK

CURB

3 @600=1800

SLANT TYPE

3 @600=1800

PLANE TYPE

3 @600=1800

SLANT TYPE

JOINT

750 750 450

LOADING AREA STRIPING ( YELLOW TRAFFIC PAINT )

LOADING DOCK AREA STRIPING ( YELLOW TRAFFIC PAINT )

PERSONNEL WALKWAY ( WHITE TRAFFIC PAINT )

FUELING VEHICLE PARKING AREA ( YELLOW TRAFFIC PAINT )

FEV/LEV , CAR/VAN POOL PARKING ( WHITE TRAFFIC PAINT )

POV PARKING AREA ( WHITE TRAFFIC PAINT )

150 15 50035

70050

CURB BLOCK A

MORTAR (1 : 3 ) ( σck=18N/mm2 )

PLAIN CONCRETE

FOUNDATION

( RC-40 )

CONCRETE PAVEMENT (5.0N/mm2) t=200

UNDERLAY PAPER (JIS P 3401, TYPE 1)

BASE COURSE (RC-40) t=200 SUBBASE COURSE (RC-40) t=200

CONCRETE PAVEMENT (5.0N/mm2) t=280

UNDERLAY PAPER (JIS P 3401, TYPE 1)

BASE COURSE (RC-40) t=200 SUBBASE COURSE (RC-40) t=200

ASPHALT CONCRETE PAVEMENT (13) t= 40

PRIME COAT (PK-3)

BASE COURSE (M-30) t=200 SUBBASE COURSE (RC-40) t=250

250 250

20 520 20

MORTAR (1 : 3 )

( σck=18N/mm2 )

PLAIN CONCRETE

FOUNDATION

( RC-40 )

V-TYPE BLOCK

CONCRETE PAVEMENT

BASE COURSE

SUBBASE COURSE

CONCRETE PAVEMENT (5.0N/mm2) t=150

UNDERLAY PAPER (JIS P 3401, TYPE 1)

BASE COURSE (RC-40) t=200 SUBBASE COURSE (RC-40) t=200

C-510

5 ACCESSIBLE ROUTE STRIPING DETAIL

NOT TO SCALE

ACCESSIBLE PARKING STALL LAYOUT DETAIL3

C-510

1 CURB DETAIL

SCALE 1 : 10

SCALE 1 : 20

CONCRETE SIDEWALK DETAIL12

C-510

2 CURB RAMP DETAIL (TYP)

SCALE 1 : 10

C-510

4 ACCESSIBLE PARKING STALL LOGO DETAIL

SCALE 1 : 30

C-510

7 L-TYPE GUTTER

SCALE 1 : 10

C-510

8 V-TYPE GUTTER

SCALE 1 : 10

SCALE 1 : 20

CONCRETE PAVEMENT TYPICAL SECTION9

C-510 TEMF AREA SCALE 1 : 20

CONCRETE PAVEMENT TYPICAL SECTION10

C-510 VWF AREA SCALE 1 : 20

ASPHALT PAVEMENT TYPICAL SECTION11

C-510

SCALE 1 : 15

POL CONTAINMENT CURB CONCRETE6

C-510

SCALE 1 : 20

CONCRETE PAVEMENT TYPICAL SECTION13

C-510 POV PARKING AREA(TYP)

(TYP)

(TYP) (TYP) (TYP)

(TYP)(TYP)

(TYP)

A1 C-510

NOT TO SCALE

SECTIONA1

C-510

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

C-510

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

A B C D E F G H

M I S

C E

L L A

N E

O U

E T

A I

WHITE TRAFFIC PAINT 150 MM WIDE

Tactical Equipment Maintenance Facility (TEMF) Sagami General Depot, Japan

13AR0001

W912HV-17-B-0002 (Am-0002)

SIGN MOUNTING

POLE

Ø 60.5

PLAIN CONCRETE

FOUNDATION

( RC-40 )

( σck=18N/mm2 )

300x300

STOP

止まれ

RED PAINTED BACK GROUND

WITH WHITE TEXT

300 x 450 300 x 450

300 x 450

WHITE TRAFFIC PAINT

63 @ 200 = 12600

12900

D16 (TYP)

D13 (TYP)

63 @ 200 = 12600

12900

D16 @ 200mm O.CD13 @ 200mm O.C

REINFORCE CONCRETE

(24N/mm2)

20mm CHAMFER (TYP)

150 THK GRAVEL BASE

(CRUSHER-RUN, RC-40)

COMPACTED TO AT LEAST

95% MAX DENSITY

33 @ 200 = 6600

REINFORCE CONCRETE

(24N/mm2)

20mm CHAMFER (TYP)

150 THK GRAVEL BASE

(CRUSHER-RUN, RC-40)

COMPACTED TO AT LEAST

95% MAX DENSITY

D13 @ 200mm O.C D16 @ 200mm O.C

FUEL PARKING AREA

10mm EXPANSION JOINT

12-D13 BARS @ 250mm O.C

R m m

D13 @ 250mm O.CD13 @ 250mm O.C

REINFORCE CONCRETE

(24N/mm2)

20mm CHAMFER (TYP)

200 150

150 THK GRAVEL BASE

(CRUSHER-RUN, RC-40)

COMPACTED TO AT LEAST

95% MAX DENSITY

C-511

1 STOP SIGN & TYPICAL POST DETAIL

SCALE 1 : 30 (TYP)

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

C-511

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

A B C D E F G H

M I S

C E

L L A

N E

O U

E T

A I

C-511

2 ADA PARKING SIGN

NOT TO SCALE (TYP) C-511

3 CAR/VAN POOL PARKING SIGN

NOT TO SCALE (TYP)

C-511

4 FEV/LEV PARKING SIGN

NOT TO SCALE (TYP)

C-511

5 TYPICAL PAVEMENT MARKING

NOT TO SCALE C-511

6 TYPICAL PAVEMENT MARKING

NOT TO SCALE

NOTE

PAVEMENT MARKING SHALL BE THERMOPLASTIC.

FIX TO NEW FENCE WITH 5 MM WIRE

BLACK BORDER & LETTERING

WHITE BACKGROUND WITH

SIGN PLATES

0.080 INCH MINIMUM THICKNESS, ALUMINUM SHEET (ASTM B 209, ALLOY 66061-T6, FLAT SHEET).

FIX TO NEW FENCE WITH 5 MM WIRE

BLACK BORDER & LETTERING

WHITE BACKGROUND WITH

FIX TO NEW FENCE WITH 5 MM WIRE

BLACK BORDER & LETTERING

WHITE BACKGROUND WITH

PLAN

B2 C-511

B1 C-511

NOT TO SCALE

SECTIONB1

C-511

NOT TO SCALE

SECTIONB2

C-511

CONCRETE PAD DETAIL (DIESEL FUEL OIL STORAGE TANK)

C-511

NOT TO SCALE

PLAN

NOT TO SCALE

SECTIONA1

C-511

CONCRETE PAD DETAIL (VSAT)

C-511

NOT TO SCALE

A1 C-511

Tactical Equipment Maintenance Facility (TEMF) Sagami General Depot, Japan

13AR0001

W912HV-17-B-0002 (Am-0002)

SCHEDULE OF DRAWINGS

SHEET

NO SHEET NAME REV

MI810 MISC SYSTEMS POINT CHARTS

MI811 MISC SYSTEMS POINT CHARTS

MI812 COMMUNICATION RISER LAYOUT

MI813 INSTALLATION DETAILS PAGE 1

MI814 INSTALLATION DETAILS PAGE 2

MI815 INSTALLATION DETAILS PAGE 3

MP101 MECHANICAL PIPING PLAN

MP102 MECHANICAL REFRIGERATION, FUEL OIL AND

CONDENSATE DRAINAGE PIPING PLAN

ELECTRICAL

E-001 LEGEND AND ABBREVIATIONS 1

ES101 ELECTRICAL SITE PLAN NORTH

ES102 ELECTRICAL SITE PLAN SOUTH

ES103 ELECTRICAL SITE PLAN WEST

ES501 SITE DETAILS

ES502 SITE DETAILS

ES503 SITE DETAILS

EG101 GROUNDING PLAN

EG102 LIGHTNING PROTECTION PLAN

EG501 GROUNDING & LIGHTNING PROTECTION DETAILS

EG502 GROUNDING & LIGHTNING PROTECTION DETAILS

EP101 POWER PLAN 1

EP102 EQUIPMENT POWER PLAN

EP401 ENLARGED POWER PLANS

EL101 LIGHTING PLAN

EL501 LIGHTING DETAILS

EL601 LIGHTING CONTROL DIAGRAMS

E-601 ONE-LINE DIAGRAM 1

E-602 PANEL SCHEDULES

E-603 PANEL SCHEDULES

E-604 PANEL SCHEDULES

E-605 PANEL SCHEDULES

E-606 PANEL SCHEDULES

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS LEGEND AND ABBREVIATIONS

TS101 TELECOMMUNICATIONS SITE PLAN

TS102 TELECOMMUNICATIONS SITE PLAN

T-101 TELECOMMUNICATIONS UNDERFLOOR PLAN

T-102 TELECOMMUNICATIONS PLAN

T-401 TELECOMMUNICATIONS ENLARGED PLANS

T-402 TELECOMMUNICATIONS EQUIPMENT ROOM

ELEVATIONS

T-501 TELECOMMUNICATIONS DETAILS

T-502 TELECOMMUNICATIONS DETAILS

T-601 TELECOMMUNICATIONS ONE LINE DIAGRAMS AND

DETAILS

SECURITY

TY001 SECURITY LEGEND AND ABBREVIATIONS

TY101 SECURITY PLAN

TY401 SECURITY ENLARGED PLANS

TY501 SECURITY DETAILS

TY502 SECURITY DETAILS

TY601 SECURITY RISER DIAGRAMS

SHEET

NO SHEET NAME REV

I-501 SIGNAGE DETAILS

I-601 SIGNAGE AND ROOM FINISH SCHEDULES

FIRE PROTECTION

F-001 FIRE PROTECTION SYSTEM SYMBOLS AND LEGEND

FA101 FIRE ALARM & MNS FLOOR PLANS

FA601 FIRE ALARM & MNS RISER DIAGRAM AND MATRIX

FX101 FIRE SUPRESSION SYSTEM FLOOR PLAN

FX601 FIRE SUPRESSION SYSTEM DIAGRAM

PLUMBING

P-001 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

LEGEND

P-101 SANITARY SEWER PLAN 1

P-102 PIPING PLAN

P-103 COMPRESSED AIR PLAN

P-104 ROOF PLUMBING PLAN

P-301 PLUMBING SECTIONS

P-302 PLUMBING SECTIONS

P-401 ENLARGED PLUMBING PLANS 1

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-504 PLUMBING DETAILS 1

P-505 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES 1

P-602 AIR EQUIPMENT SCHEDULES

P-901 SANITARY SEWER ISOMETRIC DIAGRAM

P-902 PIPING ISOMETRIC DIAGRAM 1

P-903 COMPRESSED AIR ISOMETRIC DIAGRAM

MECHANICAL

M-001 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

LEGEND

M-101 FOUNDATION HVAC PLAN

M-102 HVAC PLAN

M-301 HVAC SECTIONS

M-302 HVAC SECTIONS

M-401 ENLARGED MECHANICAL ROOM HVAC PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES 1

M-701 HOT WATER FLOW SCHEMATIC

M-702 VRF SYSTEM PIPING AND WIRING DIAGRAMS

M-703 FUEL OIL DIAGRAM WITH DDC

MI801 LEGEND AND ABBREVIATIONS

MI802 ERV & FCU LAYOUT

MI803 SEQUENCE OF OPERATION

MI804 ERV & FCU POINT CHARTS

MI805 ACU LAYOUT

MI806 MAU LAYOUT

MI807 ACU & MAU POINT CHARTS

MI808 MISC SYSTEMS PAGE 1

MI809 MISC SYSTEMS PAGE 2

SHEET

NO SHEET NAME REV

GENERAL

G-000 COVER SHEET 1

GI001 LIFE SAFETY CODES ANALYSIS

GI101 LIFE SAFETY FLOOR PLAN

STRUCTURAL

S-001 GENERAL NOTES AND DESIGN LOADS

S-002 TYPICAL DETAILS

S-003 MISCELLANEOUS TYPICAL DETAILS

S-004 TYPICAL BRACE DETAILS

S-005 DETAILS

S-101 FOUNDATION PLAN

S-102 LOWER ROOF FRAMING PLAN

S-103 HIGH ROOF FRAMING PLAN

S-201 WALL ELEVATIONS

S-202 WALL ELEVATIONS

S-203 SECTIONS

S-204 SECTIONS

S-301 SECTIONS

S-401 BEAM ELEVATIONS

S-402 PIT DETAILS

S-403 SECTIONS

S-404 PLAN, BEAM ELEVATIONS AND DETAIL

S-405 SECTIONS

S-406 SECTIONS

S-407 MISCELLANEOUS DETAILS

ARCHITECTURAL

A-001 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

LEGEND

A-002 WALL TYPES 1

A-003 AIR BARRIER

A-101 ARCHITECTURAL FLOOR PLAN 1

A-102 FLOOR PLAN VIEW @ CLERESTORY ELEVATION 1

A-103 REFLECTED CEILING PLAN

A-104 ROOF PLAN

A-105 POL STORAGE AND HAZARDOUS WASTE STORAGE

BUILDINGS

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-401 ENLARGED PLANS 1

A-402 MAINTENANCE PIT

A-403 INTERIOR ELEVATIONS 1

A-501 DETAILS 1

A-504 SECTION DETAILS

A-505 SECTION DETAILS 1

A-506 DOOR DETAILS

A-507 DOOR DETAILS

A-508 WINDOW DETAILS

A-510 MISC. DETAILS

A-511 CEILING DETAILS 1

A-601 DOOR AND WINDOW SCHEDULES 1

INTERIORS

I-101 FINISH PLAN

I-102 FURNITURE AND EQUIPMENT PLAN

I-103 SIGNAGE PLAN

I-104 SIGNAGE PLAN AND SCHEDULE - POL/HAZMAT

BUILDING

I-401 ENLARGED FLOOR PATTERN PLAN

I-402 ENLARGED FLOOR PATTERN PLAN AND TRANSITION

DETAILS

EASEMENT FOR

DRAINAGE PIPE LINE

EASEMENT FOR

DRAINAGE PIPE LINE

SAKAI RIVER

FAC3157-01

20'W X 951.9'L

FAC3084

6'W X 424'L

SAKAI RIVER

I R

IVE

SAKAI RIVER

DRAINAGE LINE

EASEMENT

MHMH MH

MHMH

SIG

C B

SIG

C B

SIGNMHMH

MHMH

C B

GW's

GARDEN

MH CITY

STO

RM DITCH

8TH STREET

7TH STREET

5TH STREET

"H " A

" AVE

N U

"F" A

VEN

6TH STREET

7TH STREET

"B" AVE

NUE

"A" AVEN

"E" AV

"D" AV

U E

4TH STREET

3RD STREET

"C" AV

U E

1S T S T R EE T

3RD STREET

2N D S T R E ET

4TH STREET

MH MH

MHMH

SIG

MHMH

SIG

GUY POLE

TRAFFIC

MIRROR TRAFFIC

MIRRORS

SIG

SIGN

CBCB

CB CB

MHMH CB

MHCB

S IGN

G. INLET

MHMH

MH MH

MHMH

MHM

MH MH

C B

MHMH

MH MHMH

SIG

CB CB

SIGN

C B

SIG

MHMH

C B C B

C B

MHMH

C B

B C

B MH

C B

GATEMH

C B C B

SIG

C B

SIG

C B

SIG

C B

MHSIG

SIG

MHMH

C B

MHC

C B

SIG

C B

MHMH

SIG

C B

SIG

MH MH

C B CB

CB CB

C B

C B C B

CBSIGN's

SIGN

C B

C B C

B C B

C B

MH SIG

SIG

NGW

C B

MHCB

C B

SIG

C B CB C B CB

C B

SIG

MHMH

C B

GP's

MHMH

MHMHMH

SIGN

GATE

RR SIGNAL

OBSCURED OBSCURED

DRAIN INLETS

SIG

MHMH

SIG

ETA

I N I N

G W

ALL

RETAINING W

ALL

W A L

GARDEN

R E T. W

LL S

GARDEN

PARKING

GARDEN

PARKING

JUNK YARD

PARKING

KIN

GPA

KIN

G PA

KIN

POND

PARKING

K IN

PARKING

GATE

PARKIN

PARKING

TANKS

RETAINING W

ALL

TANKS

KIN

UNDER CONSTRUCTION

UNDER CONSTRUCTIONASPHALT

ASPHALT

CONC. RAMP

K IN

PARKING

PARKINGPARKING

PARKING

RET. WALL

POND

TANK

CONSTRUCTION

AREACOVERED

PARKING

POND

UNDER CONSTRUCTION

ASPHALT

C O

N C

. D

ITC

KIN

GARDEN

K IN

127.5

127.4

RET. WALL

GATE

4TH STREET

FOP

GATE O.T

GATE

PARKING

161-T15

143-T9

143-T10

5TH STREET

6TH STREET

7TH STREET

8TH STREET

GATE

ROAD EASEMENT

50'W X 250'LFAC3157-02

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

B Y:

D R

B Y:

C H

D B

U .S

. A R

M Y

R D

T, J

O R

S A

Sheet Reference Number:

B C D E F G H

S C

D R

G C

O D

A1 Size 594mm x 841mm

P R

C T

E N

/A R

C H

THIS PROJECT WAS REVIEWED BY JAPAN DISTRICT OF THE U.S ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

SECTION/DETAIL CROSS REFERENCING CONVENTIONS

SECTION IDENTIFICATION NUMBER

NUMBER OF SHEET ON WHICH

SECTION IS DRAWN

3 DETAIL IDENTIFICATION NUMBER

NUMBER OF SHEET ON WHICH

DETAIL OF THE CONDITION IS

DRAWN

GI001

DIRECTION

GI001

DETAIL

DRAWING TITLE

SCALE

DRAWING SCALE

SECTION

DRAWING TITLE NUMBER

AE101

ELEVATION

ELEVATION IDENTIFICATION NUMBER

NUMBER OF SHEET ON WHICH

ELEVATION IS DRAWN

D DIRECTION

U.S. ARMY ENGINEER DISTRICT, JAPAN

DATE

PROJECT MANAGER

REID S. OSHIRO, P.E.

CHIEF, ENGINEERING BRANCH

HOKKAIDO

MISAWA AB

HONSHU

YOKOTA AB

NAF ATSUGI

YOKOSUKA NB

IKEGO

IWO JIMA

SHIKOKU

SASEBO NB

OKINAWA

KYUSHU

MCAS IWAKUNI

CAMP FUJI

CAMP ZAMA

SAGAMIHARA HOUSING AREA

SAGAMI GENERAL DEPOT

VICINITY MAP

NORTH

LOCATION PLAN

ENGINEERING AND CONSTRUCTION

DIVISION

US ARMY ENGINEER DISTRICT, JAPAN

APO AP 96338-5010

, J

SAGAMI GENERAL DEPOT, JAPAN

FY13 MCA PN62663

R O

B Y:

TACTICAL EQUIPMENT MAINTENANCE FACILITY

ARCHITECTURAL

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

STRUCTURAL

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

MECHANICAL / PLUMBING

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

FIRE PROTECTION

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

ELECTRICAL

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

NORTH

PROJECT LOCATIONS

E Q U

N T

ILI

J U

U L

O S

G , L

. B R

O A

D W

, S

O M

A C

, O K

8-w w w

.L E

co m /e ng in ee rin g

1 3

P N6

2 6

T E

2 O F

4 )

TACTICAL EQUIPMENT MAINTENANCE FACILITY (VOLUME 2 OF 4)

C O

S H

G-000

BASE

/12

/20

/14 /20

Tactical Equipment Maintenance Facility (TEMF) Sagami General Depot, Japan

13AR0001

W912HV-17-B-0002 (Am-0002)

ADD

ADDL

ADJ

AFF

AGGR

ALUM

ALT

ANOD

APPROX

ARCH

AREA DRAIN

ADDENDUM

ADDITIONAL

ADJACENT

ABOVE FINISHED FLOOR

AGGREGATE

ACTIVE LEAF

ALUMINUM

ALTERNATE

ANODIZED

APPROXIMATE

ARCHITECTURAL

BETW

BLK

BLKG

BMS

BOT

BRG

BSMT

BU ROD

BUR

BOARD

BETWEEN

BUMPER GUARD

BUILDING LINE

BLOCK

BLOCKING

BEAM

BODY MASS SENSOR

BOTTOM

BEARING

BASEMENT

BACK UP ROD

BUILT-UP ROOF

C TO C

CBB

CEM

CER

CIP

CLG

CMU

COL

COMM

CONC

CONN

CONST

CONT

CONTR

COORD

CSK

CTR

CENTER TO CENTER

COMPACT PARKING SPACE

CONCRETE BACKER BOARD

CEMENT

CERAMIC

CUBIC FOOT

CORNER GUARD

CAST IN PLACE

CONTROL JOINT

CENTER LINE

CEILING

CONCRETE MASONRY UNIT

COLUMN

COMMUNICATIONS

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTOR

COORDINATE

CAST STONE

COUNTER SUNK

CERAMIC TILE

CENTER

CURTAIN WALL

DTL

DIA

DIM

DPS

DWG

DWGS

DWLS

DEPTH

DETAIL

DIAMETER

DIMENSION

DEAL LOAD

DOWN

DOOR POSITION SWITCH

DOWN SPOUT

DRAWING

DRAWINGS

DOWELS

EXP BLT

EIFS

EL, ELEV

ELEC

ENCL

EQUIP

ESC

EVTR

EWC

EXH

EXIST

EXP

EXT

EACH

EXPANSION BOLT

EXTERIOR INSULATION FINISH

SYSTEM

EXPANSION JOINT

ELEVATION

ELECTRIC(AL)

ENCLOSE

EQUAL

EQUIPMENT

ESCALATOR

ELEVATOR

EACH WAY

ELECTRICAL WATER COOLER

EXHAUST

EXISTING

EXPOSED

EXTERIOR

FAU

FDN

FEC

FHC

FIN

FIN FLR

FIXT

FLASH

FLR

FLUOR

FTG

FVC

FIRE ALARM

FORCED AIR UNIT

FIRE RESISTIVE

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISHED FLOOR

FIRE HOSE CABINET

FINISH

FINISHED FLOOR

FIXTURE

FLASHING

FLOOR

FLUORESCENT

FACE OF

FOOT

FOOTING

FIRE VALVE CABINET

GALV

GEN

GFRC

GMFG

GND

GRG

GWB

GYP

GYP BD

GAUGE

GALVANIZED

GENERAL

GLASS FIBER REINFORCED CONCRETE

GALVANIZED IRON

GLASS

GLASS MAT FACED GYPSUM BOARD

GROUND

GRADE

GLASS REINFORCED GYPSUM

GYPSUM WALL BOARD

GYPSUM

GYPSUM BOARD

H H/C

HDW

HDWH

HOR

HTR

HIGH

HANDICAPPED

HOLLOW CORE

HOSE BIBB

HEAD

HARDWARE

HARDWOOD

HOLLOW METAL

HORIZONTAL

HIGH POINT

HOUR

HEIGHT

HEATER

INSUL

INT

INSIDE DIAMETER

INCH

INSULATION

INTERIOR

JAN

JANITOR

JOINT

KSF

KIPS (1,000 LB)

KNOCK OUT

KICK PLATE

KIPS PER SQUARE FOOT

LAM

LAV

LIN

LOC

LWC

ANGLE

LAMINATE

LAVATORY

POUND (WEIGHT)

LINEAL FOOT

LONG

LINEAR, LINEAL

LIVE LOAD

LOCATION

LOW POINT

LIGHT

LIGHTWEIGHT CONCRETE

MAS

MATL

MAX

MBM

MBS

MDO

MECH

MEMB

MFR

MIN

MISC

MOD

MOD BIT

MSL

MTD

MTL

MASONRY

MATERIAL

MAXIMUM

METAL BUILDING MANUFACTURER

METAL BUILDING SYSTEM

MEDIUM DENSITY OVERLAY

MECHANICAL

MEMBRANE

MANUFACTURER

MINIMUM

MISCELLANEOUS

MASONRY OPENING

MODIFIED

MODIFIED BITUMEN

MEAN SEA LEVEL

MOUNTED

METAL

NIC

NO. #

NOM

NTS

NWC

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NOMINAL

NOT TO SCALE

NORMAL WEIGHT CONCRETE

O TO O

OBO

OBO - ICS

OFCI

OFOI

OPNG

OPP

OVHD

OUTSIDE TO OUTSIDE

OVER ALL

ON CENTER

OVERSEAS BUILDING OPERATIONS

INTERNATIONAL CODE SUPPLEMENTS

OUTSIDE DIAMETER

OVERFLOW DRAIN

OWNER FURNISHED, CONTRACTOR

INSTALLED

OWNER FURNISHED, OWNER

INSTALLED

OPPOSITE HAND

OPENING

OPPOSITE

OVERHEAD

PLAM

PCF

PENT

PERF

PLUMB

PLYWD

PNL

POL

P.O.L.

PORT CEM

PREFAB

PREF

PSF

PSI

PTD

PTN

PLASTIC LAMINATE

PRECAST CONCRETE

POUNDS PER CUBIC FOOT

PLANTER DRAIN

PENTHOUSE

PERFORATED

PROPERTY LINE

PLATE

PLUMBING

PLYWOOD

PANEL

POLISHED

PETROLEUM OIL LUBRICANT

PORTLAND CEMENT

PAIR

PREFABRICATED

PREFINISHED

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POINT

PAINTED

PARTITION

RAD

RCP

REBAR

RECP

REF

REINF

RELOC

REQD

RET

REX

RFVC

RWL

RISER

RADIUS

ROOF DRAIN

REINFORCING BAR

REFLECTED CEILING PLAN

RECEPTACLE

REFER OR REFERENCE

REINFORCING

RELOCATE(D)

REQUIRED

RETAINING WALL

REQUEST TO EXIT

RECESSED FIRE VALVE CAB

ROOM

ROUGH OPENING

RAIN WATER LEADER

SAB

SCHED

SECT

SED

SHT

SIM

SMS

SOG

SPA

SPEC

STA

STC

STD

STIFF

STL

STRUC

SUSP

SYM

SYS

SOUND ATTENUATION BLANKET

SOLID CORE

SCHEDULE

SECTION

STANDARD EMBASSY DESIGN

SQUARE FEET

SHEET

SIMILAR

SHEET METAL SCREW

SLAB ON GRADE

STAND PIPE

SPACE, SPACING

SPECIFICATION

SQUARE

STAINLESS STEEL

STATION

SOUND TRANSMISSION COEFFICIENT

STANDARD

STIFFENER

STEEL

STRUCTURAL

SUSPENDED

SYMMETRICAL

SYSTEM

T T&B

TEL

TEMP

THK

THOLD

TOB

TOC

TOF

TOP

TOS

TO STL

TYP

TREAD

TOP AND BOTTOM

TOP OF CURB

TELEPHONE

TEMPERATURE

THICK

THRESHOLD

TOP OF

TOP BEAM

TOP OF CONCRETE

TOP OF FOOTING

TOP OF PARAPET

TOP OF SLAB

TOP OF STEEL

TUBE STEEL

TOP OF WALL

TYPICAL

UNO

UNDERWRITERS LABORATORIES

UNLESS NOTED OTHERWISE

VAR

VCT

VERT

VEST

VWC

VARIES

VINYL COMPOSITE TILE

VERTICAL

VESTIBULE

VINYL WALL COVERING

W/ W/O W

WDW

WWF

WITH

WITHOUT

WIDTH

WOOD

WINDOW

WIDE FLANGE

WATER HEATER

WIND LOAD

WATERPROOF(ING)

WATER RESISTANT

WEIGHT

WELDED WIRE FABRIC

ABBREVIATIONS

ARCHITECTURAL REFERENCE SYMBOLS:

Room name

101 ROOM NUMBER REFERENCE

KEY NOTE REFERENCE

PARTITION TYPE REFERENCE

DOOR NUMBER REFERENCE

WINDOW REFERENCE

SPOT ELEVATION TAG

DESIGNATES 1HR RATED PARTITION

DESIGNATES 2HR RATED PARTITION

EQ EQ

FINISH FACE

OF SIDE WALL

ACCESSIBLE WATER

CLOSET FRONT

ELEVATION

STANDARD WATER

CLOSET FRONT

ELEVATION

ACCESSIBLE

URINAL SIDE

ELEVATION

ACCESSIBLE

WALL MOUNTED

SOAP

DISPENSER

ACCESSIBLE WALL

MOUNTED PAPER TOWEL

DISPENSER/ WASTE

RECEPTACLE COMBO

ACCESSIBLE

SANITARY

NAPKIN

DISPOSAL

ACCESSIBLE

MIRROR FRONT

ELEVATION

FINISH FACE

OF SIDE WALL

MIN

5 M

0 M

ACCESSIBLE WATER CLOSET

SIDE ELEVATION

MAX.

0 M

ACCESSIBLE

LAVATORY

FRONT

ELEVATION

FINISH FACE OF WALL OR

PARTITION, REFER TO

PLAN

STANDARD

WATER CLOSET

SIDE ELEVATION

FINISH FACE

OF BACK WALL FINISH FACE

OF BACK WALL

TOILET TISSUE

DISPENSER

TOILET TISSUE

DISPENSER

NOTE:

INSULATE ALL EXPOSED PIPES UNDER LAVATORIES IN

ACCORDANCE WITH ANSI, ADA & ABA STANDARDS.

TYPICAL FIXTURE & ACCESSORY MOUNTING HEIGHT LEGEND

5 M

0 M

N .

5 99

180-230

GRAB BARSGRAB BAR

180-230

ACCESSIBLE

HAT/COAT/ROBE

HOOK

ACCESSIBLE

SANITARY

NAPKIN/TAMPON

VENDOR

T S

FIRE EXTINGUISHER

CABINET AND/OR

BRACKET

ACCESSIBLE/STANDARD

ELECTRIC WATER

COOLER (EWC) FRONT

ELEVATION

FULL HEIGHT

MIRROR

UTILITY SHELF W/

MOP/BROOM

HOLDER

SHOWER CURTAIN

ROD

5 M

ACCESSIBLE

SHELF

(WOMEN'S TOILET

ROOM ONLY)

SOAP DISH

TOILET SEAT COVER

DISPENSER

1040 MAX

990 MIN

GRAB BARS

FOLDING

SHOWER SEAT

TRANSFER-TYPE

SHOWER

TRANSFER-TYPE

SHOWER-CONTROL

WALL

SHOWER CONTROLS

5 M

MAX

TO TOP OF

TOILET SEAT

ELEV

REF

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

B Y:

D R

B Y:

C H

D B

U .S

. A R

M Y

R D

T, J

O R

O A

Sheet Reference Number:

O S

G , L

. B R

W A

Y, S

O M

A C

Y, O K

8-w w w

.L E

co m /e ng in ee rin g

B C D E F G H

S C

D R

G C

O D

A1 Size 594mm x 841mm

P R

C T

R /A

R C

A B C D E F G H

, J

Q U

N T

ILI

U L

: 5

A-001

1 3

P N6

2 6

T E

2 O F

4 )

N O

S, A

O N

D S

ADA NOTES:

1. TOILET PAPER DISPENSER AND SANITARY NAPKIN DISPOSAL UNIT

(WHERE OCCURS) SHALL HAVE MINIMUM 38 MM CLEARANCE FROM THE

GRAB BAR ABOVE.

2. MANUAL FLUSH VALVES SHALL BE A MAXIMUM 915 MM ABOVE FINISH

FLOOR AND ON THE OPEN SIDE OF THE WATER CLOSET.

A M

T #1

Tactical Equipment Maintenance Facility (TEMF) Sagami General Depot, Japan

13AR0001

W912HV-17-B-0002 (Am-0002)

L H

L mm

(1 E)

SLOTTED SLIP TRACK

ALLOW FOR 40mm

DEFLECTION

R-8 MINIMUM, SOUND ATTENUATION

BATT INSULATION, WHERE REQUIRED

150mm MTL STUDS @ 303mm O.C., TYP

TOP OF CONCRETE SLAB,

EXCEPT AT TYPE (2B), TOP OF

CONCRETE WALL

CONT. SEALANT EACH SIDE

(ACOUSTICAL @ A&B)

WALL BASE, AS

SCHEDULED

15mm GWB EACH SIDE, FINISH

MATERIAL, AS SCHEDULED

AND GENERAL NOTE 8.

CEILING, AS

SCHEDULED

CONT. SEALANT EA. SIDE

ROOF DECK, ABOVE

92mm MTL STUDS @ 303mm O.C., TYP

CONC. SLAB, FINISH AS

SCHEDULED

WALL BASE, AS

SCHEDULED

15mm GWB EACH SIDE, FINISH

MATERIAL AS SCHEDULED

AND GENERAL NOTE 8.

CEILING, AS SCHEDULED

ROOF DECK, ABOVE

STC RATED WALL ASSEMBLY ONLY

1E 2BSTC RATED WALL ASSEMBLY & ONLY2C NON STC GYPSUM WALL BOARD ASSEMBLY NON STC FURRED GYPSUM WALL BOARD ASSEMBLY NON STC CHASE WALL ASSEMBLY

SLOTTED SLIP TRACK

ALLOW FOR 40mm

DEFLECTION

R-8 MINIMUM, SOUND ATTENUATION

BATT INSULATION, WHERE REQUIRED

65mm MTL STUDS @ 303mm O.C., TYP

CONC. SLAB, FINISH AS

SCHEDULED

CONT. SEALANT

WALL BASE, AS

SCHEDULED

15mm GWB THIS SIDE, FINISH MATERIAL AS

SCHEDULED AND

GENERAL NOTE 8.

CEILING, AS

SCHEDULED

CONT. SEALANT

ROOF DECK, ABOVE

6BSTC RATED WALL ASSEMBLY ONLY

CEILING, AS

SCHEDULED

mm A

.F .F

SLOTTED SLIP TRACK

ALLOW FOR 40mm

DEFLECTION

92mm MTL STUDS @ 303mm O.C., TYP

ROOF DECK, ABOVE

15mm GWB USED AS

BRACE

SOUND ATTENUATION

BATT INSULATION

15mm BACKER BOARD

EACH SIDE, TILE FINISH

AS SCHEDULED AND

GENERAL NOTE 8.

15mm MOIST. RESISTANT

GWB CEILING, AS

SCHEDULED

ROOF DECK, ABOVE

CONC. SLAB, FINISH AS

SCHEDULED

200mm REINFORCED

CONCRETE WALL

SOUND ATTENUATION

BATT INSULATION 6B ONLY

6B 6C

150mm MTL STUDS @ 303mm O.C., ONLY @ 6B 6C

NOTE: PROVIDE 600 X 600mm LOCKABLE

ACCESS PANEL FOR ACCESS ABOVE

CONCRETE VAULT RE: 2/A-401

15mm GWB EACH SIDE, FINISH

MATERIAL, AS SCHEDULED

AND GENERAL NOTE 8. 6B 6C

REINFORCED CONCRETE

VAULT WALL

CONC. SLAB, FINISH AS

SCHEDULED

GRIND SMOOTH AND PAINT, TYP

CONC. SLAB, FINISH AS

SCHEDULED

1 AS NOTED ABOVE

1A STC 42 RATED WALL ASSEMBLY,

PROVIDE STC RATED GWB CLOSURE

@ ROOF TO PREVENT FLANKING SOUND

TRANSMISSION LOSS

1B 2-HOUR FIRE RESISTIVE ASSEMBLY

*NOTE BELOW

1C 1-HOUR FIRE RESISTIVE ASSEMBLY

*NOTE BELOW

1E 3050mm PARTIAL HEIGHT WALL, STC 42 RATED WALL ASSEMBLY (2B)

TOP OF CONC. WALL TO ROOF ABOVE.

1F 1525mm PARTIAL HEIGHT WALL

2 SOUND ATTENUATION

BATT INSULATION

150mm MTL STUDS @ 303mm O.C., TYP

15mm GWB, EACH SIDE

2B STC 42 RATED WALL ASSEMBLY, TOP OF PARTIAL

HEIGHT CONCRETE WALL TYPE (1E)

2C 15mm IMPACT RESISTANT GWB, EACH SIDE

2D 15mm MOISTURE RESISTANT GWB, TYP EACH SIDE

SOUND ATTENUATION

BATT INSULATION

92mm MTL STUDS @ 303mm

O.C., TYP

15mm GWB, EACH SIDE

3A 15mm MOISTURE RESISTANT GWB TO UNDERSIDE

OF GWB CEILING

SOUND ATTENUATION

BATT INSULATION

65mm MTL STUDS @ 303mm O.C., TYP

4 AS NOTED ABOVE

15mm GWB

4A 15mm MOISTURE RESISTANT GWB

4C 15mm IMPACT RESISTANT GWB

O F

5 AS NOTED ABOVE

SOUND ATTENUATION BATT INSULATION.

MINIMUM ONE SIDE OF CHASE

150mm MTL STUDS @ 303mm O.C., TYP

15mm BACKER BOARD TILE

SUBSTRATE EACH SIDE, FINISH

MATERIAL AS SCHEDULED AND

GENERAL NOTE 8.

2 SOUND ATTENUATION

BATT INSULATION

150mm MTL STUDS @ 303mm O.C., TYP

15mm GWB, EACH SIDE

6BSTUD WALL ABOVE ONLY6C

6 AS NOTED ABOVE

6A REINFORCED CONCRETE VAULT WALL TO EXTEND

TO UNDERSIDE OF DECK, THIS CONDITION

6B AS NOTED ABOVE, STC 42 RATED WALL

ASSEMBLY WITH 15mm GWB EACH SIDE

6C AS NOTED ABOVE,1 LAYER 15mm GWB WITH

SECURITY MESH, SEE BELOW FOR CONTINUATION

REINFORCED

CONCRETE VAULT

WALL

GENERAL NOTES:

1. ARCHITECTURAL WALL TYPES MAY REPRESENT MORE THAN ONE CONDITION.

2. STC-RATED ASSEMBLIES: WALL TYPES A-002; WALL TYPES AND STC REQUIREMENTS.

3. STC-RATED ASSEMBLIES SEAL CONSTRUCTION AT PERIMETERS. BEHIND CONTROL JOINTS, AND AT OPENINGS

AND PENETRATIONS WITH A CONTINUOUS BEAD OF ACOUSTICAL SEALANT. INSTALL ACOUSTICAL SEALANT AT

BOTH FACES OF PARTITIONS AT PERIMETERS AND THROUGH PENETRATIONS. COMPLY WITH

MANUFACTURERS WRITTEN RECOMMENDATIONS FOR LOCATING EDGE TRIM AND CLOSING OFF SOUND FLANKING PATHS AROUND OR THROUGH ASSEMBLIES, INCLUDING SEALING PARTITIONS ABOVE ACOUSTICAL CEILINGS. ALL OUTLETS SHALL BE OFFSET FROM EACH OTHER, NOT BACK TO BACK. ALL STC RATED

PARTITIONS SHALL BE FULL HEIGHT, UNLESS NOTED OTHERWISE.

4. REFERENCE SPECIFICATIONS FOR MINIMUM GAUGE OF STUDS. ALL STUDS ARE TO BE 303mm O.C. UNLESS NOTED OTHERWISE. LOCAL ADJUSTMENTS TO STUD SPACING AND STUD DEPTH MAY BE MADE PROVIDED

THAT ALL STC RATINGS AND FIRE (UL) RATINGS ARE MAINTAINED.

5. ALL GYPSUM BOARD IN THE RESTROOMS AND JANITORS CLOSETS AT FLOOR SINK OR OTHER WET AREAS TO

BE MOISTURE RESISTANT.

6. ALL WALLS EXTENDING TO BOTTOM SIDE OF THE DECK/STRUCTURE ABOVE SHALL HAVE A SLOTTED SLIP TRACK AT THE TOP OF THE WALL TO ACCOMMODATE 38mm OF MOVEMENT. FIRED RATED AND SMOKE TIGHT PARTITIONS SHALL HAVE A "FIRE-TRAK" TOP OR OTHER U.L. APPROVED SLIP-TRACK SYSTEM.

7. INSTALL METAL CORNER BEADS AT ALL OUTSIDE CORNERS OF GYPSUM BOARD PARTITIONS AND INSTALL

METAL "J" BEADS AT ALL JOINTS WHERE GYPSUM BOARD ABUTS A DIFFERENT MATERIAL.

8. INSTALL IMPACT RESISTANT GYPSUM BOARD IN THE FOLLOWING ROOMS:

TOOL ROOM

TOOL BOX STORAGE

COMBAT SPARES

LATRINES, SHOWERS, AND LOCKERS

*WET AREAS (REFER TO GENERAL NOTE 5)

9. IMPACT RESISTANT GYPSUM BOARD CAN BE TERMINATED AT 2440mm A.F.F. REMAINING WALL WILL

HAVE STANDARD GYPSUM BOARD, UNLESS OTHERWISE NOTED.

10. HIGH-STRENGTH SECURITY BARRIER MESH FOR ROOMS REQUIRING SECURITY MESH.

NON-SENSITIVE STORAGE AT STUD WALL ABOVE VAULT AND AT ROOFLINE ABOVE. REFER DETAIL

4/A-511 & PARTITION TYPE (6C)

11. EXTERIOR WALL WITH PARTIAL HEIGHT STUD FURRING IN THE FOLLOWING ROOMS UNLESS NOTED OTHERWISE. TERMINATE STUD FURRING MIN. 150mm ABOVE LAY-IN CEILING MINIMUM 3000mm AFF IN

ROOM WITH EXPOSED STRUCTURE. ATTACH STUDS TO NEAREST GIRT EQUAL/ABOVE MINIMUM

REQUIRED HEIGHT.

COMBAT SPARES

CONSOLIDATED BENCH REPAIR

12. ALL FIRE RATED METAL STUD WALL AND COLUMN FURRING ASSEMBLIES TO USE TYPE "X" GYPSUM

BOARD, PER UL 263. REFER TO WALL TYPES AND LIFE SAFETY PLANS.

AS NOTED ABOVE, 2-HR RATED

BASED ON UL DESIGN NO. U419

TOP OF FULL HEIGHT C.I.P.

CONC. WALL BRACED TO

STRUCTURE, REF:

STRUCTURAL

3B 15mm IMPACT RESISTANT GWB TO GWB CEILING

2E 15mm 'TYPE X' MOISTURE RESISTANT GWB, TYP EACH SIDE OF 150mm MTL STUDS @ 303mm O.C., TYP

- 1HR RATED PARTITION

BASED ON UL DESIGN NO. U419

*NOTE:

• REINFORCED CONCRETE WALL FIRE RESISTIVE RATING SHALL COMPLY WITH NFPA 101, BASED ON THE PROVISIONS

OF ACI 216.1/TMS 0216.1, STANDARD TEST METHOD FOR DETERMINING FIRE RESISTANCE OF CONCRETE AND

MASONRY CONSTRUCTION ASSEMBLIES.

CLOSURE DETAILS

REFER SHEET A-505

FOR CONTINUATION

SLOTTED SLIP TRACK

ALLOW FOR 40mm

DEFLECTION

SOUND ATTENUATION

BATT INSULATION

65mm MTL STUDS @ 455mm O.C., TYP

CONC. SLAB, FINISH AS

SCHEDULED

CONT. FIRE RATED

SEALANT, EACH SIDE

2-LAYERS 15mm "TYPE

X" GWB BOTH SIDES

CONT. FIRE RATED

SEALANT EA. SIDE

ROOF DECK, ABOVE

2-LAYERS 15mm "TYPE

X" GWB BOTH SIDES

65mm MTL STUDS @ 303mm O.C., TYP

O F

R-8 MINIMUM, SOUND

ATTENUATION BATT

INSULATION

BRACE TO

STRUCTURE, AS

REQUIRED MINIMUM

1200mm O.C.

3C 15mm CEMENTITIOUS BACKER BOARD TILE

SUBSTRATE REQUIRED, BOTH SIDES. PROVIDE

WATERPROOF MEMBRANE AS REQUIRED BY

SPECIFICATION SECTION 09 30 00 SECTION 3.3

SOUND ATTENUATION

BATT INSULATION

TILE SUBSTRATE

WALL TILE AS SCHEDULED OVER

WATERPROOF MEMBRANE

15mm CEMENTITIOUS BACKER BOARD TILE

SUBSTRATE REQUIRED, SHOWER SIDE ONLY.

PROVIDE WATERPROOF MEMBRANE AS REQUIRED

BY SPECIFICATION SECTION 09 30 00 SECTION 3.3

SOUND ATTENUATION

BATT INSULATION

65mm MTL STUDS @ 303mm O.C., TYP

TILE SUBSTRATE

WALL TILE AS SCHEDULED OVER

WATERPROOF MEMBRANE

SECURITY MESH

SECURITY MESH MFR. STANDARD

CLIP FASTENER W/ PLATENON-SECURED SIDE

SECURED SIDE

[6C

NOTE: THE SECURITY MESH IS TO BE

INSTALLED ON THE OUTSIDE FACE OF THE

WALL FRAMING WHICH IS TO BE PROTECTED

PIPE CHASE

L T

E S

B) F

L T

E (1

L H

L mm

(1 F)

STC 42

STC 45

STC 42

STC 50

STC 45

STC 42

REFER TO GENERAL NOTE 10

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

B Y:

D R

B Y:

C H

D B

U .S

. A R

M Y

R D

T, J

O R

O A

Sheet Reference Number:

O S

G , L

. B R

W A

Y, S

O M

A C

Y, O K

8-w w w

.L E

co m /e ng in ee rin g

B C D E F G H

S C

D R

G C

O D

A1 Size 594mm x 841mm

P R

C T

R /A

R C

A B C D E F G H

, J

Q U

N T

ILI

U L

As in dic ate d

A-002

1 3

P N6

2 6

T E

2 O F

4 )

SCALE: 1 : 10

WALL TYPES1

SCALE: 1 : 200

STC REQUIREMENTS2

SCALE - 1:200

0 800040002000

REVISED ALL GWB THICKNESS TO BE 15mm

A M

T #1

Tactical Equipment Maintenance Facility (TEMF) Sagami General Depot, Japan

13AR0001

W912HV-17-B-0002 (Am-0002)

REF.

A-202

A-201

A-202

A-201

1 2 4 5 6

5.7 5.9

ADMINISTRATION AND

SHOP CONTROL 1

TELECOM ROOM

(NIPRNET)

TELECOM ROOM

(SIPRNET)

JANITOR

BREAK, TRAINING AND

CONFERENCE ROOM

TRAINING ROOM

CONSOLIDATED

BENCH REPAIR

WEAPONS VAULT

COMSEC VAULT

N O

N -S

R E

COMBAT SPARES

TOOL ROOM

ELECTRICAL

TOOL BOX STORAGE

FLUID DISTRIBUTION

C O

R R

ADMINISTRATION AND

SHOP CONTROL 2

405 5209 2200 3386 405

1986 3048 1571 6400 200 2801 200 2000 200 4086 1026 1887

40 13

A-301

A-302

A-30…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.