A.8.6 LSA AM-0001 Drawing Sheets-FINAL.pdf

CONSTRUCT LOGISTICS SUPPORT AREA

SAGAMI DEPOT, JAPAN 20AR0002

W912HV-21-B-0004 (AM-0001)

120.50

121.00

121.50

122.00

S

S

E

W

R

M

H

Ø

T

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L

S

W

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X

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VI-1 @ INV 121.14

122.50

VI-2 @ INV 121.36

VU Ø150 VU Ø150

L=42.2m L=12.7m

L=56.4m

VU Ø150 : i=0.5%

PLANNED SLOPE

GROUND LEVEL

EARTH COVER

INVERT

CUMLATIVE DISTANCE

DISTANCE

0 2 4m

50 10m

0 20m10

GRAPHIC SCALE: 1 : 1500

GRAPHIC SCALE: 1 : 400

GRAPHIC SCALE: 1 : 200

GRAPHIC SCALE: 1 : 100

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

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S I Z

E

S U

B M

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T E

D

B

Y

D A

T E

C O

N T

R A

C

N

C H

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K E

D

B

Y

D R

A W

N

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Y

I S

S U

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D

A T

E

SHEET ID

B

C

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F

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C O

N S

T R

U C

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L O

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T I C

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S

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P O

A

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A

F

I E

D

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D I N

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R E

A

S A

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M I

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US Army Corps of Engineers

E N

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D

I V

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G

A R

T L A

N D

A

U G

C-301

A

D I N

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S

E C

T I O

K

O K

U B

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K

F

U K

U S

H I M

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F

E L L E

R

EXISTING GROUND

EXISTING

TREE

DINING

FACILITY

DINING

FACILITY

DINING

FACILITY

6TH

STREET

1.0%

6 096 3 500 6 096 3 500 6 096 1 500

48 101 12 500 ±

6 0961 150 8 000 6 000 +/-

REFRIGERATED

CONTAINER

122.00

123.00

SOLID

SODDING

1.0%

GRAVEL SURFACING

PRECAST CONC

PAVEMENT STOPPER

SCALE: HOR=1:200 VERT=1:100

GRADING SECTIONS

(NIC) (NIC) (NIC) (NIC)

SCALE: HOR=1:200 VERT=1:20

PROFILE SECTIONS

121.00

122.72 TC

122.26 TC

122.03 TC

V

I S

O

F I L E

S M

CONSTRUCT LOGISTICS SUPPORT AREA

給 75

CONCRETE

COLOR

(DRINK USE:BLUE)

DIAMETER

水 水

60x60

Ø25

WATER LINE

WATER LINE

CONCRETE TYPE (SODDED AREA) STEEL TYPE (PAVED OR SIDEWALK AREA)

STEEL TYPE

仕 切 弁

D

H

B A

C K

F I L L D

N

N

D

B A

C K

F I L L D

H

0.5

N

N

WATER METER(Ø40)

ASPHALT PAVEMENT

GENERAL

FUTURE CONNECTION

GL

710 x 510100 150 150 100

WATER METER BOX COVER (MB-2)

REMOTE TYPE

WATER METER

CAST-IN-PLACE PLAIN

CONC (18N/mm

NEW Ø40 DIP

PIPE PVC Ø50

GRAVEL BASE

(CRUSHER-RUN, RC-40)

BACKFILL

EXISTING SOIL

EXISTING SOIL

(SATISFACTORY SOIL)

DETECTABLE

WARNING TAPE

W-150

EXCAVATION

DEPTH

EXCAVATION

SLOPE (N)

VERTICAL

BACKFILL

EXISTING SOIL

DETECTABLE

WARNING TAPE

W-150

SAND

BACKFILL

SECOND SAW

CUT AND APPLY

TACK COAT

INITIAL SAW CUT

PRIME COAT

0.5

EXCAVATION

DEPTH

EXCAVATION

SLOPE (N)

VERTICAL

H<1m

1m˂̳ H<5m

H<1m

1m˂̳ H<5m

NOTE: SAND TOPPING SHALL BE NORMAL SAND

USUALLY USED IN READY MIX CONCRETE.

TOP SOIL (100mm THK)

COMPACTED SUBGRADE

SAND TOPPING

PROVIDE 2-EACH WOOD

STAKE FOR EACH PIECE OF

SOD AT SLOPES 1-VERTICAL

TO 2-HORIZONTAL

C-501

360 360

360 360

280 280 280 280

SOD (KOURAI-SHIBA)

SOD (KOURAI-SHIBA)

PLAN SECTION

MECH JOINT

TAPPING SLEEVE

(75X40)

CONC THRUST BLOCK

(18N/mm²)

EXISTING

WATER LINE,

75mm CIP

GRAVEL BASE

(CRUSHER-RUN, RC-40)

450x450

CONC COLLAR (18N/mm²)

GRAVEL BASE

(CRUSHER-RUN, RC-40)

CONC SUPPORT

(18N/mm²)

Ø40 DIP

CONC RING BASE

450x450 (18N/mm²)

GATE VALVE

NEW CI VALVE BOX

GRAVEL BASE

(CRUSHER-RUN, RC-40)

500x500

WORD, "WATER" ON CI

LOCKED TYPE COVER

300x300

AxB 5050

P I P

E

O D

C

A B C

PIPE

SIZE

GL

Ø75 170 300 400

NOT TO SCALE

NOT TO SCALE

GROUND MARKER DETAILS

NOT TO SCALE

GATE VALVE DETAIL

NOT TO SCALE

GATE VALVE BOX

COVER DETAIL

NOT TO SCALE

HOSE BIB DETAIL

NOT TO SCALE

WATER SUPPLY SYSTEMS DETAILS

NOT TO SCALE

TAPPING SLEEVE W/GATE

VALVE DETAIL

NOT TO SCALE

SODDING DETAIL

NOT TO SCALE

PAVEMENT STOPPER DETAIL

NOTE : OPEN COUNTER CLOCKWISE

DETAIL OF GATE VALVE BOX (OVERφ75)

ＣＢ

300×300

500×500

450×450

C

50A×B50 φ300 φ250 φ200 φ150 φ75 φ100

Ａ

DIAMETER

DETAIL OF GATE VALVE BOX (BELOWφ65)

450×450

500x500

300x300

道路部設置となる弁蓋はT-20対応 SIZES OF FOUNDATION

PLAIN CONCRETE

CRUSHED STONE BASE

VALVE BOX

PLAIN CONCRETE

CRUSHED STONE BASE

GATE VALVE

CRUSHED STONE BASE

PLAIN CONCRETE

PLAIN CONCRETE

CRUSHED STONE BASE

GATE VALVE

VALVE BOX

CRUSHED STONE BASE

NOT TO SCALE

V INVERT MANHOLE DETAIL

150mm M-30

150mm RC-40

300mm CEMENT OR

LIME SOIL IMPROVEMENT

TO CBR OF 3

50mm ASPHALT WEARING COURSE

PRIME COAT (PK-3)

SOIL

SOIL

EXIST AC PAVEMENT

SAWCUT TO A DEPTH EQUAL TO

THICKNESS OF EXIST AC PAVEMENT

PRIOR TO PLACING AC PAVEMENT, TACK

COAT VERTICAL FACE OF SAWCUT PRIOR

TO PLACING AC PAVEMENT

COMPACTED EXIST BASE COURSE

REFER TO

ASPHALT SECTION

SOIL

NOT TO SCALE

GRAVEL SURFACING

NOT TO SCALE

ASPHALT SECTION

NOT TO SCALE

ASPHALT TIE-IN ASPHALT PAVEING

150mm M-30

300mm CEMENT OR

LIME SOIL IMPROVEMENT

TO CBR OF 3

LEVELING MORTAR(1:3)

PLAIN CONC (18N/mm²)

GRAVEL BASE

(CRUSHER-RUN, RC-40)

120100

25050

GL

PRECAST PAVEMENT

STOPPER (TYPE-C)

NOT TO SCALE

ASPHALT SIDEWALK

PAVEMENT

STOPPER

GRANULAR ASPHALT CONCRETE (30mm)

PRIME COAT (PK-3)

BASE COURSE (RC-40: 100mm)

GL

TACK COATTACK COAT

W

NOTES: 1. HOSE BIB SHALL ACCOMMODATE STANDARD 20mm GARDEN HOSE.

2. PROVIDE 3/4" ADAPTER.

NOTE: SEE DETAIL 7/C501 FOR MORE DETAIL.

VACUUM BREAKER

TYPE FAUCET

HOSE BIB COLUMN

CRUSHED

AGGREGATE

GL

NOTES: 1. INSTALL GROUND MARKERS WHERE WATER LINE DIRECTION CHANGES.

PROVIDE 200mm

CAST-IRON COVER

H(m) h1 h2

(mm) (mm)

S-1

S-2

Ø1000

Ø700 150

H h h

0.81

1.12 1

CAST IRON COVER AND RIM

(Ø600) DEODORIZED TYPE

SPECIAL SIDE WALL FOR Ø600

SLANT WALL

SIDE WALL

INVERT MORTAR (1:2)

PLAIN CONCRETE

FOUNDATION (RC-40)

PRE-CAST SEWER MANHOLE DETAL

MANHOLE TABLE (Ø700)

400 500200

2 --

INTEL

DEPTH

DESIGN TRAFFIC LOADSLANT WALL (mm) STRAIGHT WALL (mm)

T-14

T-14

C-501

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SHEET ID

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US Army Corps of Engineers

E N

G I N

E E

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CONSTRUCT LOGISTICS SUPPORT AREA