FIO_LXEZ221052 Repair Refueler Parking_Final DSN PLANS.pdf

PDF 1 MB Posted Sep 4, 2024

Attached to: FY24 FWCF LXEZ221052 Repair/Upgrade Aircraft Refueler Parking Area, Kadena Air Base, Okinawa, Japan
Solicitation number: W912HV-24-Z-0025
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Sep 4, 2024

This document is a pre-solicitation notice for a Design-Bid-Build construction project to repair and upgrade the aircraft refueler parking area at Kadena Air Base in Okinawa, Japan. The project, valued between $5,000,000 and $10,000,000, involves removing existing asphalt pavement, constructing new concrete pavement including pavement markings and a trench drain system, and performing site improvements such as replacing bollards, landscaping, and exterior signage. The notice also mentions demolition work including disposal of Aqueous Film Forming Foam (AFFF) materials. The government anticipates issuing an Invitation for Bids (IFB) solicitation in the 1st quarter of FY25, and the contract will be open to local sources physically located and licensed to conduct business in Japan. Interested firms are requested to submit responses to a capabilities survey by August 27, 2024.

View the file

Other files

File	Type	Posted
FIO_LXEZ221052 Repair Refueler Parking_SPECS_20240819.pdf	PDF	Sep 4, 2024
W912HV-25-Z-00025_Sources Sought Capabilities Survey_240905.docx	DOCX document	Sep 4, 2024
DRAFT_00 10 00 CLIN SCHEDULE 20240801_revised.docx	DOCX document	Aug 1, 2024
DRAFT_00 10 00 CLIN SCHEDULE_AC Refueler Parking_FIO.docx	DOCX document	Jul 31, 2024
W912HV-25-Z-0025_Sources Sought Capabilities Survey .docx	DOCX document	Jul 29, 2024
FIO_LXEZ221052 Repair Refueler Parking_PLANS_20240617.pdf	PDF	Jul 29, 2024
FIO_LXEZ221052 Repair Refueler Parking_SPECS_20240617.pdf	PDF	Jul 29, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

S 3112

TBOX

GROUND WIRE

SWITCH PANEL

SET-3112

PREFAB

GROUND WIRE

30DIP

60DIP

100DIP

60DIP

SHOWER

GROUND WIRE

73112

SIGNPOST

GROUND WIRE

TABLE

SET-3135

WATER FAUCET

PANEL PF

TEL.TERMINAL CABINET

E E

20DIP

60DIP

DIP

150DIP

50DIP

GROUND WIRE

SWITCH AIR VENT

AIR VENT

WATER METER

PIPE PIPE

PIPE

PIPEPIPE

PIPE

FUEL TANK

E E

WWWWWWWW

W W

W AF

WWWWWWWWWWWWWWWWW

W W

WWWW

W W

COMM

C O

M M

C O

M M

COMM

LPG

SD SDSD SD

SDSDSD SD

600CP

SAN

300CP

SAN

SAN SAN

SAN

300CP

UNKNOWN5

UNKNOWN12

UNKNOWN13

UNKNOWN5

R5-201

R5-202

R5-401

R5-402

R5-403

R5-404

R5-405

R5-406

R5-407

R5-408

R5-409

CONSTRUCTION OFFICE

UNKNOWN6

UNKNOWN15

UNKNOWN14

UNKNOWN1

UNKNOWN8

GATE#3

PANEL

FUEL

TANK

GATE#4

CATV

CONTAINER

EBOX

BOLLARDS

GROUND

WIRE

GROUND

WIRE

GROUND

WIRE

GROUND

WIRE

GROUND WIRE

GROUND

WIRE

GROUND

WIRE

SIGNPOST

FIRE EXT

PUMP

OPE SW

SMH

TC=41.90

SCO

TC=41.97

SCO

TC=42.23

SMH

TC=41.93

100VP

INV 300 CP=41.18 (N)

INV 100 VP=41.45(W)

INV = 41.17(S)

INV 100 VP=41.57(W)

INV 300 CP=41.20(S)

INV=41.36(W)

INV =41.33(E)

INV 300 CP=41.33(S) INV

100 VP = 41.35(SE)

IN41.30

300CP

INV=41.30(N)

INV=41.30(S)

300CP

100VP

AIR VENT

STEAM MH

FENCE

WATER

FAUCET

PREFAB

IRON

PLATE

JET FUEL

JP-8 F-34

60DIP

30DIP

OIL

WATER

SEPARATOR

73111

73128

ASPHALT

SANITARY MH

TC=45.15

INV=45.96(W)

INV=41.96(E)

300 CP

SANITARY MH

TC=44.01

INV=41.40(E)

INV=41.49(N)

INV=41.40(W)

SANITARY MH

TC=42.80

INV=40.95(E)

INV=40.94(W)

300 VP

OIL/WATER SEPARATOR

INV=41.80(S)

INV=41.76(W)

300 DIP

INV=41.70(E)

300 CP

30 DIP

OIL/WATER

SEPARATOR

SANITARY MH

TC=42.82

INV=42.01(SE)

INV=41.97(NW)

200 CP

SANITARY MH

TC=46.32

INV=45.22(NW)

INV=45.22(SE)

200 CP

SANITARY MH

TC=47.63

INV=47.12

SANITARY MH

TC=48.37

INV=46.43

SANITARY MH

TC=46.01

INV=44.81(S)

INV=45.05(NE)

INV=44.80(NW)

300 C P

300 CP

SANITARY MH

TC=46.86

INV=45.88(SE)

INV=45.84(NW)

INV=45.06

600 CP

INV=45.07

SANITARY MH

TC=42.22

INV=40.62(SE)

INV=40.59(NW)

300 CP

SANITARY MH

TC=44.40

INV=43.05(NW)

INV=43.05(SE)

300 CP

SANITARY MH

TC=42.37

INV=41.06(S)

INV=41.05(W)

FIRE EXT

PUMP OPE SW

SANITARY MH

TC=48.06

INV=45.12

FIRE EXT

PUMP OPE SW

AIR FOAM

BOX

AIR FOAM

BOX

FIRE EXT

PUMP OPE SW

900 CP

INV=39.66

INV=39.69 INV=43.13

INV=43.11

UNKNOWN 2

INV=

42.80

INV=

42.80

UNKNOWN 3

UNKNOWN 4

UNKNOWN 5

SANITARY MH

TC=41.50

INV=40.04(E)

INV=40.02(NW)

300 VP

SANITARY MH

TC=39.43

INV=35.04

INV=37.06

INV=37.98

UNKNOWN 10

600CP

SANITARY MH

TC=41.61

INV=40.35(SE)

INV=40.34(SW)

SANITARY MH

TC=41.72

INV=39.64(NE)

INV=39.53(SE)

INV=39.51(NW)

INV=39.54(S)

300 CP20

C P

SANITARY MH

TC=41.76

INV=40.40(N)

INV=40.44(S)

SANITARY MH

TC=41.78

INV=40.63(N)

INV 50 DIP = 41.45(W)

INV 100 DIP = 40.69(W)

SANITARY MH

TC=42.32

INV=41.29(SE)

INV=41.28(N)

CLEANOUT

TC=42.19

SANITARY MH

TC=42.31

INV=41.33(N)

INV=41.32(NW)

CP100 CP

STORM INLET

INV=41.10(NE)

INV=41.01(SW)

INV=41.48(NW)

STORM MH

TC=41.81

INV=40.76(SW)

INV=40.76(N)

INV=40.85(E)

300 CP

SANITARY MH

TC=41.66

INV=40.26(SE)

INV=40.24(SW)

150 CP

STORM MH

TC=40.34

INV=37.75(NE)

INV=37.75(SW)

STORM MH

TC=41.97

INV=40.75(NE)

INV=40.63(NW)

INV=40.65(SE)

STORM MH

INV=37.39

STORM MH

INV=36.70

STORM INLET

INV=40.19(NE)

INV=39.10(S)

300CP

STORM INLET

TC=41.39

INV=39.82(N)

INV=39.82(E)

OIL/WATER

SEPARATOR

INV=39.76(W)

INV=39.58(S)

STORM MH

TC=44.43

INV 50 VP=34.18(N)

INV 150 VP=33.49(NE)

UNKNOWN 9

UNKNOWN 14

UNKNOWN 6

UNKNOWN 14

UNKNOWN 15

UNKNOWN 11

UNKNOWN 14

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LAWN LAWN

LAWN

FH SM

ITH DRIVE

PHASE 2

LAWN

STEPS

AFFF AFFF AFFF

AFFF

AFFF AFFF AFFF

AREA REQUIRING

ARCHAEOLOGICAL

MONITORING AND

DATA RECOVERY

AREA REQUIRING ARCHAEOLOGICAL

MONITORING AND DATA RECOVERY

W W

PHASE 1 E

E E

TYP

6TYP

TYP

8 TYP

6TYP

TYP 7

TYP

0 m12.5 25

PLAN

NORTH

O N

CD100SCALE 1:500

3 F

, I

8.6

.70

T, In c.

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

K D

N D

U N

A P

O A

E, J

R C

T R

G A

R . K

N O

N S

R . N

GENERAL SHEET NOTES:

1. REFER TO SHEET G-002 FOR LEGEND

2. UTILITIES SHOWN ARE FROM A COMBINATION OF FIELD

LOCATED EVIDENCE AND RECORD DRAWINGS.

3. CONTRACTOR SHALL RESTORE TO

PRE-CONSTRUCTION STATE ANY ITEMS THAT ARE

DAMAGED DURING CONSTRUCTION.

4. THE BASIS OF MERIDIAN FOR THIS TOPOGRAPHIC

SURVEY IS THE JAPAN GEODETIC DATUM (JGD) 2011,

ZONE 15 AND IS IN INTERNATIONAL METRIC UNITS.

5. THIS TOPOGRAPHIC SURVEY WAS COMPLETED BY

ENVIRONMENTAL SCIENCE CORPORATION DATED

JANUARY 2024.

6. ANY UTILITY/UTILITY STRUCTURE NOT MARKED FOR

DEMOLITION SHALL REMAIN IN SERVICE. PROTECT

DURING CONSTRUCTION.

7. AQUEOUS FILM-FORMING FOAM (AFFF) SYSTEM

PREVIOUSLY DRAINED. CONTRACTOR TO

DRAIN/SUCTION LINES PRIOR TO DECONSTRUCTION.

SHEET KEYNOTES:

LEGEND:

1. UTILITY TO REMAIN. CONTRACTOR TO PROTECT

DURING CONSTRUCTION.

2. UTILITY STRUCTURE TO REMAIN. CONTRACTOR TO

PROTECT DURING CONSTRUCTION. STRUCTURE LID TO

BE ADJUSTED TO PROPOSED GRADE.

3. CONTRACTOR TO REMOVE LIGHT POLE AND BASE.

4. CONTRACTOR TO CONTAIN, REMOVE, AND DISPOSE OF

ABANDONED AFFF SYSTEM, INCLUDING BUT NOT

LIMITED TO HYDRANTS, LATERALS, VALVES AND

CONTAMINATED SOIL. PUMP SYSTEM TO EXTRACT ANY

REMAINING RESIDUAL, ESTIMATED 3,800 LITERS OF

RESIDUAL IN LATERALS. CONTRACTOR TO DISPOSE OF

HAZARDOUS WASTE IN ACCORDANCE WITH

SPECIFICATION SECTION 02 81 00 AND CUT AND CAP

LINE PRIOR TO ENTERING BUILDING 3133.

5. CONTRACTOR TO REMOVE ABANDONED POWER POLE.

6. CONTRACTOR TO REMOVE BOLLARD.

7. CONTRACTOR TO REMOVE FIRE EXTINGUISHER PUMP.

8. CONTRACTOR TO REMOVE GROUND WIRE.

9. CONTRACTOR TO REMOVE AIR FOAM BOX.

10. UTILITY DEPTH UNKNOWN IN THIS LOCATION; COULD

NOT BE CONFIRMED WITH AS BUILTS. CONTRACTOR

SHALL LOCATE UTILITY BY POTHOLING. CONTRACTOR

SHALL SUBMIT UPDATED SURVEY PLAN THAT SHOWS

ACTUAL UTILITY ELEVATIONS TO GOVERNMENT FOR

REVIEW.

11. CONTRACTOR TO REMOVE CONCRETE SWALE AS

NEEDED TO ACCOMMODATE PIPE CONNECTION FROM

CONTAINMENT BASIN. KEEP SWALE CLEAR AND

FUNCTIONAL THROUGHOUT CONSTRUCTION.

CONTRACTOR TO PROVIDE FULL

DEPTH ASPHALT REMOVAL. SAWCUT

TO PROVIDE CLEAN EDGE.

CONTRACTOR TO MILL ASPHALT TO

DEPTH OF 50mm. SEE DETAIL

A17/CS500

LIMITS OF CONSTRUCTION

CONTRACTOR TO PROVIDE FULL

DEPTH SAWCUT

CONTRACTOR TO REMOVE AFFF PIPE,

SEE KEYNOTE 4 ON THIS SHEET.

SCALE = 1:500

DEMOLITION PLANA1

AFFF

FOR IN

FORMATIO

N O

NLY

j2ppsbx9 Callout 1,800 j2ppsbx9 Cross-Out j2ppsbx9 Highlight

File details come from the government source that posted it. Updated Sep 4, 2024.