AM-0001-W912HV21R0006 - APSI DRAWINGS.pdf

PDF 7 MB Posted Jun 3, 2021

Attached to: Asia Pacific Stability Initiative (APSI) – Fuel Receipt and Distribution Upgrades Yokota
Solicitation number: W912HV21R0006
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes civil engineering drawings and plans for demolition and construction activities related to upgrades of fuel receipt and distribution facilities at Yokota Air Base in Japan. The drawings depict the removal of existing rail lines, concrete, utilities and other site features to prepare for new above-ground storage tanks, fuel lines and related infrastructure. Temporary construction access, safety measures and phasing of work are also detailed. The associated federal contract opportunity is a solicitation issued by the U.S. Army Corps of Engineers Engineering District Japan seeking offers for the Asia Pacific Stability Initiative Fuel Receipt and Distribution Upgrades at Yokota Air Base. The pre-bid site visit will take place on April 26, 2021 and offers are due based on the submission instructions and deadline provided in the solicitation.

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Other files

File	Type	Posted
AM-0002-W912HV21R0006 - APSI SPECS.pdf	PDF	Jul 7, 2021
AM-0002-W912HV21R0006 - Extend-RevSpec_APSI.pdf	PDF	Jul 7, 2021
AM-0001-W912HV21R0006 - APSI SPECS.pdf	PDF	Jun 3, 2021
AM-0001-W912HV21R0006 - Extend-RevSpec-Dwg_APSI Yokota-FINAL.pdf	PDF	Jun 3, 2021
SiteVisitAttendees_21R0006-APSI.pdf	PDF	May 10, 2021
RTA Drawings_W912HV21R0006.pdf	PDF	Apr 16, 2021
RTA Specs_W912HV21R0006.pdf	PDF	Apr 16, 2021
Solicitation W912HV21R0006_APSI Yokota-FINAL.pdf	PDF	Apr 16, 2021

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122.980

TMH

SDx

SDx SDx

SDx

SSx SSx

SSx SSx SSx SSx SSx SSx SSx

SDx SDx

SDx

123.068

123.126

123.155

123.224

123.308

123.109

123.140

123.126

123.116

123.209

123.187 123.260

123.073

SDx SDx SDx

SDx SDx

123.126

123.134

123.075

122.947

123.101

123.049

123.024

123.078

123.038

122.977

123.028

123.011

123.005

123.007

122.995

122.916

122.937

122.966

122.875

122.914

122.887

122.939

122.924

122.829

122.813

122.947

122.942

122.908

122.929

123.064

123.073

W x

Wx Wx WxWx Wx WxWx Wx

Wx Wx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

Wx Wx

Wx Wx Wx Wx Wx Wx

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Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx

Cx Cx

E x

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X X X X X X

X X

402123.059

CRAW AVE

N: -30272.97 E: -44004.92 N: -30263.03

E: -43987.68

N: -30238.86 E: -43955.79

N: -30232.82 E: -43938.97

N: -30252.93 E: -43952.46

N: -30271.58 E: -43998.91

N: -30278.36 E: -43994.62

N: -30258.88 E: -43973.06

N: -30247.48 E: -43956.74

REMOVAL OF EXISTING TRACK, SEE NOTE 25/C-001

PAVEMENT REMOVAL

REMOVAL OF EXISTING LINEAR ITEM

CONSTRUCTION LIMITS

TEMPORARY ACCESS ROAD

CD101

O N

D .R

O G

TS ZN

R E2

W G

1. EXISTING UTILITIES UNDER RAIL MUST BE ABANDONED IN PLACE.

2. REFER TO MECHANICAL AND ELECTRICAL DEMOLITION SHEETS FOR MORE INFORMATION.

3. ALL WORK SHOWN ON THIS SHEET ASSOCIATED WITH THE RAILROAD MUST BE

PERFORMED BY CONTRACTOR OR SUBCONTRACTOR QUALIFIED TO WORK ON JR RAIL

LINES

4. GRAVEL SURFACES INSIDE THE YARD SHALL BE RESTORED TO GRAVEL UNLESS

OTHERWISE INDICATED. EXISTING GRAVEL SURFACE MAY BE SALVAGED AND RE-USED

FOR RESTORATION OR NEW GRAVEL PROVIDED TO MATCH EXISTING

5. ALL WORK ASSOCIATED WITH THE TEMPORARY CONSTRUCTION ACCESS ROAD MUST BE

COORDINATED WITH THE CONTRACTING OFFICER

NOTES

LEGEND

REMOVE SWITCH, REF C-506. SEE GR901 AND GR902 FOR ITEM PHOTO

PROTECT SWITCH DURING RAIL TRACK REMOVALS

REMOVE FENCE AND ASSOCIATED POSTS

REMOVE CONCRETE ACCESS PATH, SEE GR901 FOR ITEM PHOTO

PROTECT EXISTING PRE-CAST TRENCH DRAIN TO REMAIN

PROVIDE TEMPORARY CONSTRUCTION ACCESS ROAD

PROVIDE CURB RAMP FOR TEMPORARY CONSTRUCTION ACCESS ROAD

KEY NOTES

METERS

0 7.5 15

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U S

Y C

O R

O A

, J

C H

D B

D R

G C

O D

READY TO ADVERTISE

1 2 3 4 5 6 7 8 9 10

N . M

, I L.

-6

-7 w w w

.e xp fe de ra l.c om Pr oj

: C H

I-0

0- A0

F U

N D

O N

E, J

K D

N D

US Army Corps of Engineers ®

SCALE = 1:150

C H

E C

RAIL 6

RAIL 5

RAIL 4

RAIL 7

RAIL 8

RAIL 9

1 1

C O

R U

O N

A C

S R

(AM-0001)

W x

B-1 B-2

B-3

B-4A-1

122.739

122.845

122.773

122.712 122.826

A-2 A-3 A-4

LPB.1

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS

SDx

122.962123.025

122.734

122.728

122.805

122.848

122.975

122.932

122.839

122.831122.940

123.005

123.043

123.061

122.851

122.842

122.943

122.900

123.004

TMH

x SDx

SDx

122.887

122.886

122.904 122.744

122.779

122.844

122.713

122.741

122.664

122.742

122.657

122.659

122.621

122.639

122.636

122.675

122.651

122.610

122.645

122.741

122.755

122.760

122.672

122.789 122.862

122.770

122.867

122.844

Wx Wx Wx

W x

Wx Wx WxWx Wx Wx Wx

W x

Wx Wx Wx Wx Wx Wx Wx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx

Cx Cx

Cx Cx Cx Cx Cx Cx Cx Cx Cx

SDx

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SSx

SSx SSx

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SSx

SDx SDx

SDx

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E x

Ex Ex

Ex Ex Ex

Ex Ex Ex Ex Ex Ex Ex

Ex Ex

Ex Ex Ex Ex Ex ExPOL POL

POL POL POL

POL POL POL POL POL POL POL POL POL POL POL POL POL POL

POL POL POL POL POL POL POL POL POL

POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X X

X X

X X X X X X

XXXXXXXXXXXXXX

X X

X X X X X X X X X X X X X X

X X

CRAW AVE

N: -30240.18 E: -43928.80

N: -30237.67 E: -43921.91

N: (+/-)-30202.50 E: (+/-)-43902.28

N: (+/-)-30205.23 E: (+/-)-43900.73

N: -30161.27 E: -43896.33 N: -30162.18 E: -43896.06

CD102

O N

D .R

O G

TS ZN

R E2

W G

1. EXISTING UTILITIES UNDER RAIL MUST BE ABANDONED IN PLACE.

2. REFER TO MECHANICAL, TELECOM AND ELECTRICAL DEMOLITION SHEETS FOR

MECHANICAL, TELECOM & ELECTRICAL DEMO SCOPE

3. CONCRETE MUST BE REMOVED TO THE NEAREST JOINT IN THE PLAN EAST-WEST

DIRECTION. PARTIAL REMOVALS IN THIS DIRECTION WILL NOT BE ALLOWED WITHOUT

PRIOR APPROVAL FROM KO

4. ALL WORK SHOWN ON THIS SHEET ASSOCIATED WITH THE RAILROAD MUST BE

PERFORMED BY CONTRACTOR OR SUBCONTRACTOR QUALIFIED TO WORK ON JR RAIL

LINES

5. GRAVEL SURFACES INSIDE THE YARD SHALL BE RESTORED TO GRAVEL UNLESS

OTHERWISE INDICATED. EXISTING GRAVEL SURFACE MAY BE SALVAGED AND RE-USED

FOR RESTORATION OR NEW GRAVEL PROVIDED TO MATCH EXISTING

6. CONTRACTOR SHALL INSPECT ALL EXISTING SPILL PANS PLANNED TO BE DEMOLISHED.

SELECT 24 THAT SHOW THE LEAST AMOUNT OF DETERIORATION TO BE REUSED ON THE

PROJECT. THE REMAINING SPILL PANS WILL BECOME PROPERTY OF THE CONTRACTOR

7. ALL WORK ASSOCIATED WITH THE TEMPORARY CONSTRUCTION ACCESS ROAD MUST BE

COORDINATED WITH THE CONTRACTING OFFICER

NOTES

REMOVE FUEL SPILL PAN, STORE, AND REINSTALL SEE C-507 FOR ITEM DETAIL

AND GR901 FOR ITEM PHOTO

REMOVE CONCRETE ACCESS PATH, SEE GR901 FOR ITEM PHOTO

REMOVE RAIL PLATFORM CONCRETE AND ASSOCIATED HEADERS AND PITS,

SEE GR901 FOR ITEM PHOTO

REMOVE SIDEWALK

PROTECT EXISTING PRE-CAST TRENCH DRAIN TO REMAIN

REMOVE FUEL HEADERS AND ASSOCIATED PITS, SEE GR901 FOR ITEM PHOTO.

HEADER CONCRETE PIPE SUPPORTS SHALL BE ABANDONED IN PLACE.

PROVIDE TEMPORARY CONSTRUCTION ACCESS ROAD

PROVIDE TEMPORARY GATE FOR CONSTRUCTION VEHICULAR ACCESS

KEY NOTES

METERS

0 7.5 15

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U S

Y C

O R

O A

, J

C H

D B

D R

G C

O D

READY TO ADVERTISE

1 2 3 4 5 6 7 8 9 10

N . M

, I L.

-6

-7 w w w

.e xp fe de ra l.c om Pr oj

: C H

I-0

0- A0

F U

N D

O N

E, J

K D

N D

US Army Corps of Engineers ®

REMOVAL OF EXISTING ITEM

REMOVAL OF EXISTING TRACK, SEE NOTE 25/C-001

PAVEMENT REMOVAL

REMOVAL OF EXISTING LINEAR ITEM

CONSTRUCTION LIMITS

TEMPORARY ACCESS ROAD

LEGEND

SCALE = 1:150

RAIL 6

RAIL 5

RAIL 4

RAIL 7

RAIL 8

TYP.

C H

E C

C H

E C

RAIL 9

C O

R U

O N

A C

S M

X X

B-5 B-6 B-7 B-8

LPB.2

B-9 B-10

122.383

122.520 122.595

122.430 122.506

122.596

POL

A-5

A-6

A-7 A-8

A-9

A-10

EMH

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

SDx SDx

SDx

122.518

122.513

122.493 122.633

122.700

122.608

122.640

122.624

122.566

122.721

122.701

122.598 122.733

122.493

122.387

122.373

122.314

122.303

122.365

122.386

122.376

122.394

122.485

122.536

122.508

122.448

122.516

122.557

122.600

122.527

122.530

122.636

Wx x W x

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

Wx Wx Wx Wx

Wx Wx

Wx WxWx Wx Wx Wx

W x

Cx Cx Cx Cx Cx Cx Cx Cx Cx

Cx C

Cx Cx

C x

SSx SSx

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

Ex Ex Ex Ex Ex Ex Ex ExEx Ex Ex Ex Ex

POL

POL POL POL POL POL POL POL POL POL POL

Ex Ex Ex Ex Ex POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL

POL POL POL POL POL POL

POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL POL

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXX

X X

X X X X

X X X X X X X X X X X X X X X X

BLDG

CRAW AVE

403122.596

Cx Cx Cx Cx Cx Cx Cx Cx

Ex Ex

N: -30170.49 E: -43872.20

N: -30150.97 E: -43837.96

N: -30172.98 E: -43834.29

N: -30180.36 E: -43839.29

N: (+/-)-30168.82 E: (+/-)-43846.97

N: (+/-)-30174.02 E: (+/-)-43844.02

N: (+/-)-30176.02 E: (+/-)-43847.49

N: (+/-)-30171.30 E: (+/-)-43851.31

N: -30146.95 E: -43844.91

N: -30147.66 E: -43846.17

N: -30150.01 E: -43840.69

N: -30167.65 E: -43872.21

CD103

O N

D .R

O G

C D

D W

NOTES

1. RAIL MUST BE REMOVED TO JOINT. NO RAIL CUTS WILL BE ALLOWED. TRACK REMOVAL

AND INSTALLATION MUST BE COORDINATE WITH MECHANICAL DEMOLITION AND

PHASING (MD101)

2. SPOILS FROM VAULT EXCAVATION SHALL BE LOOSED ON SITE, GENERALLY WHERE

TRACK IS BEING REMOVED. SPOILS SHALL NOT EXCEED 150MM ABOVE EXISTING GRADE

3. SPOILS PILE NEAR BUILDING 4091 DURING EXCAVATION SHALL NOT EXCEED THE

BUILDING HEIGHT

4. EXISTING UTILITIES WITHIN FOOTPRINT OF PROPOSED TANKS MUST BE REMOVED.

EXISTING UTILITIES UNDER RAIL MUST BE ABANDONED IN PLACE

5. REFER TO MECHANICAL, TELECOM AND ELECTRICAL DEMOLITION SHEETS FOR

MECHANICAL, TELECOM & ELECTRICAL DEMO SCOPE

6. CONCRETE MUST BE REMOVED TO THE NEAREST JOINT IN THE PLAN EAST-WEST

DIRECTION. PARTIAL REMOVALS IN THIS DIRECTION WILL NOT BE ALLOWED WITHOUT

PRIOR APPROVAL FROM KO

7. ALL WORK SHOWN ON THIS SHEET ASSOCIATED WITH THE RAILROAD MUST BE

PERFORMED BY CONTRACTOR OR SUBCONTRACTOR QUALIFIED TO WORK ON JR RAIL

LINES

8. GRAVEL SURFACES INSIDE THE YARD SHALL BE RESTORED TO GRAVEL UNLESS

OTHERWISE INDICATED. EXISTING GRAVEL SURFACE MAY BE SALVAGED AND RE-USED

FOR RESTORATION OR NEW GRAVEL PROVIDED TO MATCH EXISTING

9. CONTRACTOR SHALL INSPECT ALL EXISTING SPILL PANS PLANNED TO BE DEMOLISHED.

SELECT 24 THAT SHOW THE LEAST AMOUNT OF DETERIORATION TO BE REUSED ON THE

PROJECT. THE REMAINING SPILL PANS WILL BECOME PROPERTY OF THE CONTRACTOR

10. EXISTING PIPING THAT CONTAINS LEAD BASED PAINT AND PIPE GASKETS THAT CONTAIN

ASBESTOS MUST BE REMOVED ACCORDING TO DIV 02 SPECIFICATIONS. QUANTITIES

SHOWN BELOW ARE ESTIMATED AND FOR BIDDING PURPOSES ONLY.

10.1. 35M² OF LEAD BASED PAINT

10.2. 20 PIPE GASKETS

11. ALL WORK ASSOCIATED WITH THE TEMPORARY CONSTRUCTION ACCESS ROAD MUST

BE COORDINATED WITH THE CONTRACTING OFFICER

KEY NOTES

METERS

0 7.5 15

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U S

Y C

O R

O A

, J

C H

D B

D R

G C

O D

READY TO ADVERTISE

1 2 3 4 5 6 7 8 9 10

N . M

, I L.

-6

-7 w w w

.e xp fe de ra l.c om Pr oj

: C H

I-0

0- A0

F U

N D

O N

E, J

K D

N D

US Army Corps of Engineers ®

REMOVAL OF EXISTING ITEM

REMOVAL OF EXISTING TRACK, SEE NOTE 25/C-001

PAVEMENT REMOVAL

REMOVAL OF EXISTING LINEAR ITEM

REMOVAL OF TRACK FOR FUEL PIPE INSTALLATION (NOTE 1)

CONSTRUCTION LIMITS

TEMPORARY ACCESS ROAD

LEGEND

SCALE = 1:150

RAIL 9

RAIL 6

RAIL 5

RAIL 4

RAIL 7

RAIL 8

C H

E C

C H

E C

REMOVE FUEL SPILL PAN, STORE, AND REINSTALL SEE C-507 FOR ITEM DETAIL

AND GR901 FOR ITEM PHOTO

PROTECT EXISTING PRE-CAST TRENCH DRAIN TO REMAIN

REMOVE TRANSFORMER

REMOVE FUEL OFFLOAD. CAP BOTH SIDES

REMOVE WATER LINE

REMOVE CONCRETE ACCESS PATH, SEE GR901 FOR ITEM PHOTO

REMOVE ELECTRICAL MANHOLE

REMOVE RAIL PLATFORM CONCRETE AND ASSOCIATED HEADERS AND PITS

REMOVE SIDEWALK

REMOVE EYE WASH STATIONS

REMOVE POWER/LIGHT POLE DURING CONSTRUCTION AND REINSTALL AFTER

TEMPORARY SHORING SYSTEM IS REMOVED. REFER TO ELECTRICAL AND

TELECOMM PLANS FOR ADDITIONAL DETAILS

CAP EXISTING BUILDING SERVICE

REMOVE UNDERGROUND STORAGE TANK (GENERATOR FUEL OIL; 1 000G

[3 875L] CAPACITY), AND ASSOCIATED COMPONENTS AND CONCRETE PAD

PROVIDE TEMPORARY CONSTRUCTION ACCESS ROAD

TYP

14 1

R O

N D

H T

N O

E x

X X

L P

G L

P G

L P

G L

P G

L P

G L

P G

L P

G L

P G

L P

G L

P G

L P

G L

P G

L P

G L

P G

L P

G L

P G

L P

G L

P G

L P

G L

P G

L P

G L

P G

L P

G L P

G L

P G

L P

LPG

W x

C x

E x

P O

L P

O L

P O

L P

O L

P O

L P

O L

POL

P O

L P

O L

P O

L P

O L

P O

L P

O L

P O

L P

O L

P O

L P

O L

P O

L P

O L

P O

X X

X X X X

X X

X X X X X X X X X X X X X

X X

X X X X X X X X X X X X X

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X X X X

X X

C x

E x

C x

SHEET ID

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

F I L

A M

I S

S U

A T

C O

N T

R A

C T

S O

L I C

I T

A T

I O

U S

R M

O R

P S

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

J A

P A

C H

E C

K E

I S

D R

A W

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READY TO ADVERTISE

1 2 3 4 5 6 7 8 9 10

I C

H I G

V E

S U

I T

C H

I C

A G

I L

T w w w e x p f e d e r a l c o m

P r o j

H I

Z N

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S I

U E

E C

E I P

I S

T R

I B

U T

I O

P G

R A

D E

Y O

K O

J A

P A

M A

C R

I P

T I O

N D

A T

A P

R I L

US Army Corps of Engineers ®

SCALE 1:100

TELECOMMUNICATIONS DEMOLITION SITE PLAN

TD101

T E

L E

C O

M M

U N

I C

A T

I O

N S

D E

M O

L I T

I O

I T

L A

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Meters

0 5 10

KEY NOTES#

1. EXISTING FIBER OPTIC CABLE ON LIGHT POLE. COORDINATE WITH END USER

FOR ANY DOWN TIME. FIBER OPTIC CABLE SHALL BE DETERMINATED AND

PULLED BACK TO EXISTING TELECOMMUNICATIONS MANHOLE OR NEAREST

SPLICE POINT. WHILE POLE IS BEING TEMPORALLY REMOVED EXISTING FIBER

OPTIC CABLE SHALL BE PROTECTED AT ALL TIMES. CONTRACTOR SHALL

REPLACE FIBER OPTIC CABLE IF DAMAGED AT THEIR OWN EXPENSE. UPON

DETERMINATING THE FIBER OPTIC CABLE CONTRACTOR SHALL RETEST ALL

CONNECTIONS.

2. EXISTING HAND HOLE HH-4091 TO REMAIN.

3. EXISTING AERIAL MULTI-PAIR COPPER CABLE TO BE DE-TERMINATED FROM THE

NEARESST SPLICE CASE AND PULLED BACK TO HAND HOLE HH-4091.

4. EXISTING AERIAL MULTI-PAIR COPPER CABLE TO BE DE-TERMINATED FROM

INSIDE THE BUILDING AND PULLED BACK TO HAND HOLE HH-4091.

5. EXISTING POLE TO BE TEMPORALLY REMOVED DURING CONSTRICTION. REFER

TO CIVIL DRAWINGS FOR MORE INFORMATION.

D D

P O

R A

O V

E M

ZNRE2031002CD101

ZNRE2031002CD102

ZNRE2031002CD103

Sheets and Views

CD103

PLOT

ZNRE2031002ED103

ZNRE2031002EL103

ZNRE2031002EP401

ZNRE2031002TD101

Sheets and Views

TD101

PLOT

File details come from the government source that posted it. Updated Jun 3, 2021.