AM-0001 W912HV21B0008 - Dwgs.pdf

PDF 1 MB Posted

Attached to
Construct Latrine/Shower/Laundry, Logistic Support Area, Sagami General Depot, Japan Federal contract opportunity
Solicitation number
W912HV-21-B-0008
Issued by
Department of the Army Corps of Engineers Engineering District Japan

About this file

This document provides details of a federal contract solicitation for construction services. The U.S. Army Corps of Engineers, Japan District is seeking to award a firm-fixed-price construction contract by September 30, 2021 for work to construct a gravel hardstand and electrical, water, and sewer connections to accommodate containerized latrine, shower, and laundry units at the Logistic Support Area of Sagami General Depot in Japan. The project value is estimated between 50 to 100 million Japanese YEN. Only local Japanese sources registered with the Government of Japan and possessing necessary construction licenses and permits will be considered. Interested vendors must also be registered in the U.S. System for Award Management database. An organized site visit will be held on June 21, 2021, with interested bidders required to confirm attendance by June 15. Bids are due by the award date of September 30, 2021.

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Text version

(AM-0001)

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(Ø50)

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 Ø50 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

(75X50)

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)

Ø50 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 US THREADED 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

0.83

1.29 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 DETAIL

MANHOLE TABLE (Ø700)

400 500200

2 --

2-1

INLET

DEPTH

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

T-14

T-14

S-3

S-4

9013001.21 1 111 T-14

17010000.83 1 -2- T-14-

S-5

S-6

8014001.32 1 2-1 T-14

10012001.10 1 -21 T-14

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

C-501

D E

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SHEET ID

B

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F

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2 3 4 5 6 7 8 9 10 11

C O

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US Army Corps of Engineers

E N

G I N

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R I N

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D

I V

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(AM-0001)

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