DRAFT 65% Drawings Partial.pdf
PDF 8 MB Posted
- Attached to
- Vertical Take-Off and Landing Pad
- Solicitation number
- W912HV-20-Z-0002
About this file
This document is a market survey notice from the U.S. Army Corps of Engineers, Japan District regarding a vertical take-off and landing pad construction project located at Marine Corps Air Station Iwakuni in Japan. The project scope requires construction of a high-temperature concrete VTOL pad and includes additional work such as airfield lighting, grading, perimeter roadway modification, and utility relocations. Demolition includes an existing helicopter landing pad, drainage infrastructure, and minor utilities. The anticipated period of performance is 500 calendar days with projected advertisement in April 2020 and projected award in September 2020. The estimated project value is between 1 and 5 billion Japanese Yen. Interested local firms are requested to respond with their company information, relevant experience, bonding levels, and answers to questions regarding the project description, plans, specifications, and logistical considerations by December 13, 2019.
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SHEET
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PARTIAL 65% DESIGN DRAWINGS
UNLESS OTHERWISE NOTED ALL
DIMENSIONS AND/OR DIMENSIONS SHOWN
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CD102
GENERAL NOTES:
5NOTE 1
3 NOTE 2
NOTE 1
5 NOTE 1
5NOTE 1 5 NOTE 1
5NOTE 1 5 NOTE 1
NOTE 3
NOTE 4
NOTE 4 (TYP)
3 NOTE 2
5NOTE 1
FT15
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UNLESS OTHERWISE NOTED ALL
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IDENTIFICATION
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KEYNOTES:
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3 NOTE 2
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5 NOTE 1
NOTE 3
NOTE 4
NOTE 4
NOTE 4
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UNLESS OTHERWISE NOTED ALL
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PAVEMENT TYPE PLAN
1:250A1
PAVEMENT TYPE LEGEND:
HTC CRC PVMT,
SECT A1 DWG CS301
PCC PVMT, SECT A2
DWG CS301
HTC PJ PVMT, SECT
B1 DWG CS301
APA SHLD PVMT,
SECT A3 DWG CS301
HTC PJ PVMT, SECT
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APA SHLD PVMT,
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SYMBOL MAT'L
VTOL PAD
SAFETY ZONE
SAFETY ZONE TAXIWAY
VL PAD SHOULDER
CONNECTING TAXIWAY
APA SHOULDER
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FUNCTION
GENERAL NOTES:DRAFT
BP
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9.37
R6
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N: -206,476.794 E: 7,507.095
VTOL PAD
TRANSVERSE
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E: 7,459.477
R6
TAXIWAY A
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6.011 18.38
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KEYNOTES:
KEYPLAN
+1
BP: 10+000.000
EP: 10+105.000
10+041.860
10+072.340
10+087.580
15.2415.24 15.2415.24 3.053.05 35.1035.10
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N: -206,387.002 E: 7,570.024
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VTOL PAD/TAXIWAY ℄
STA: 10+056.469
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N: -206,379.309 E: 7,522.107
10+090.934
N: -206,426.692 E: 7,437.512
14.50 N: -206,372.388
E: 7,446.228
10.00 N: -206,322.296
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TAXIWAY A
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FT15
35.10
EP
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14.00
2.24
N: -206,279.322 E: 7,538.799
8.
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10+090.869
10+099.877
VTOL PAD
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TAXIWAY A
PERIMETER RD
SEA WALL
11.09
SLOPED INLET
STRUCTURE, SEE CIVIL
GRADING (CG) PLANS
UNLESS OTHERWISE NOTED ALL
DIMENSIONS AND/OR DIMENSIONS SHOWN
IN CALLOUTS/NOTES ARE IN MILLIMETERS
SHEET
IDENTIFICATION
D
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THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
SHEET
65% SUBMITTAL
D R
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IN
G C
O D
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SHEETSHEETSHEETSHEET OF -
SU
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Japan Engineer District
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CS103
SI
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L
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O U
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PL
AN
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N O
TE
D
SL
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SITE LAYOUT PLAN
1:250A1
KEYNOTES:
KEYPLAN
EXISTING GRADE
EMBANKMENT (TYP)
0.50%
APA SHLD PVMT,
SECT A3 DWG CS301
2.00%
HTC CRC PVMT,
SECT A1 DWG CS301
PCC PVMT, SECT
A2 DWG CS301
1.00%
PCC PVMT, SECT
A2 DWG CS301
1.00%
APA SHLD PVMT,
SECT A3 DWG CS301
5.00%
2.00%
0.
D
R O
P
AT
E D
G E
O F
H M
A
SH
O U
LD
ER
0.
D
R O
P
AT
E D
G E
O F
H M
A
SH
O U
LD
ER
VTOL PAD
5 LANES @ 6.096=30.48
APA SHOULDER
35.052
APA SHOULDER
3.1
APA SHOULDER
35.053
APA SHOULDER
3.1
SAFETY ZONE
4 @ 3.810=15.24
SAFETY ZONE
4 @ 3.810=15.24
1.5 TYP
EXISTING TAXIWAY A
23.000
VTOL PAD
30.48
TAXIWAY
12.013
SAFETY ZONE TAXIWAY
18.29
3.053.814.134.13
SAFETY ZONE TAXIWAY
4@3.81=15.24
HMA ROADWAY PVMT,
SECT A4 DWG CS301
APA
SHOULDER
VARIES
3.384-3.412
ROADWAY 9.0±
4@3.81=15.24
HTC CRC PVMT,
SECT A1 DWG CS301
PCC PVMT, SECT
A2 DWG CS301
APA SHLD PVMT,
SECT A3 DWG CS301
HTC PJ PVMT, SECT
B1 DWG CS301
EXISTING GRADE
EMBANKMENT (TYP)
EXISTING
TAXIWAY CRC PVMT
0.50% 0.50% 0.50%
0.85%
VARIES
(5.74-7.21%)
VARIES
(1.72-1.73%)
EXISTING SEAWALL
UNLESS OTHERWISE NOTED ALL
DIMENSIONS AND/OR DIMENSIONS SHOWN
IN CALLOUTS/NOTES ARE IN MILLIMETERS
SHEET
IDENTIFICATION
D
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IG
N
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B
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D W
N B
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C
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TI
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AP
PR
SIGNED
THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
SHEET
65% SUBMITTAL
D R
AW
IN
G C
O D
E:
SHEETSHEETSHEETSHEET OF -
SU
BM
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TA
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PL
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TY
PI
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S
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TI
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N S
SL
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HTC CRC PAVEMENT SECTIONA1 SCALE: NTS
CONTINUOUS REINFORCEMENT
§ 32 13 13.43
450mm AGGREGATE BASE
COURSE § 32 11 23
300mm CONTINUOUSLY
REINFORCED HIGH
TEMPERATURE CONCRETE
§ 32 13 13.43
300mm SUBGRADE PREP, 100% ASTM D1557
§ 31 00 00
WWF REIN WHERE INDICATED ON PLANS
§ 32 13 13.43
450mm AGGREGATE BASE
COURSE § 32 11 23
300mm PLAIN JOINTED
HIGH TEMP CONC
§ 32 13 13.43
300mm SUBGRADE PREP, 100% ASTM D1557
§ 31 00 00
PCC PAVEMENT SECTIONA2 SCALE: NTS
100mm AGGREGATE BASE
COURSE § 32 11 23
300mm PLAIN JOINTED
PORTLAND CEMENT CONC
§ 32 13 14.13
300mm SUBGRADE PREP, 100% ASTM D1557
§ 31 00 00
WWF REIN WHERE INDICATED ON PLANS
§ 32 13 14.13
APA SHOULDER PVMT SECTIONA3 SCALE: NTS
200mm AGGREGATE BASE
COURSE § 32 11 23
60mm APA PAVEMENT
(HOT-MIX ASPHALT FOR
AIRFIELDS GRADATION 2)
§ 32 12 15.13
400mm SUBGRADE PREP, 100% ASTM D1557
§ 31 00 00
HMA ROADWAY PVMT SECTIONA4 SCALE: NTS
200mm AGGREGATE BASE
COURSE § 32 11 23
60mm HMA PAVEMENT
(HOT-MIX ASPHALT FOR
ROADS) § 32 12 16
400mm SUBGRADE PREP, 100% ASTM D1557
§ 31 00 00
PRIME COATPRIME COAT
TYPICAL TRANSVERSE SECTION THROUGH VTOL PADD2 SCALE: NTS
TYPICAL TRANSVERSE SECTION THROUGH VTOL PADB2 SCALE: NTS
HTC PJ PAVEMENT SECTIONB1 SCALE: NTS
SDx
SDx SDx SDx SDx
SDx
SDx
SDx
SDx
LP
40DIP
30DIP
30DIP
40DIP
BOX
BOX
C B
Cx Cx Cx Cx
Cx Cx Cx Cx
C x
Ex Ex Ex Ex
Ex Ex Ex Ex Ex Ex Ex Ex
ExEx
Ex Ex Ex Ex Ex Ex
Ex Ex
E x
E x
Ex Ex Ex Ex Ex Ex Ex Ex Ex
Ex Ex Ex
E x
E x
E x
E x
Cx Cx Cx
Ex
UNLESS OTHERWISE NOTED ALL
DIMENSIONS AND/OR DIMENSIONS SHOWN
IN CALLOUTS/NOTES ARE IN MILLIMETERS
SHEET
IDENTIFICATION
D
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IG
N
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B
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D W
N B
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C
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B
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TI
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AP
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THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
SHEET
65% SUBMITTAL
D R
AW
IN
G C
O D
E:
SHEETSHEETSHEETSHEET OF -
SU
BM
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TA
L D
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IS
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Japan Engineer District
PL
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AT
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U .S
. A R
M Y
C O
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ED101
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PL
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1:250A1
C O
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TI
N U
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O
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H
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NOTES:
KEYPLAN
ED101
ME-7-4
HB-2
ME-7-5
HB-2
MH-N41-5
H-41
HB-1
1:250
10 5 10 15
VTOL 5KV PN8mm 1C x 2 (FEP 80)
SP FEP 80
HHL 6KV CET 60mm (FEP 80) HHGL 6KV CET 60mm (FEP 80)
4 - FEP 80
CONDUITS
WDIL CE8mm - 2C (FEP 30) E14mm
H-40-1
E x E x
E x E x
E x
E x
TEDL - NO.8 5KV PN8mm 1C (FEP 40)
PROVIDE
CAP ON
UNUSED
HOLE
PROVIDE
CAP ON
UNUSED
HOLE
NOTE 2
NOTE 4
NOTE 2
TEDL-NO.8 5KV PN8mm 1C (PLP40A) VTOL 5KV PN8mm 1C (PLP40A)
SP PLP40A
E x
NOTE 3
NOTE 5
NOTE 6
WDIL
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx
Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex
Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex
SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx
SDx SDx SDx SDx SDx SDx SDx SDx
Ex x Ex Ex Ex Ex Ex Ex Ex Ex
Ex Ex Ex Ex Ex Ex Ex Ex Ex
E x
UNLESS OTHERWISE NOTED ALL
DIMENSIONS AND/OR DIMENSIONS SHOWN
IN CALLOUTS/NOTES ARE IN MILLIMETERS
SHEET
IDENTIFICATION
D
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IG
N
ED
B
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D W
N B
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C
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B
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1 2 3 4 5
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TI
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AP
PR
SIGNED
THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
SHEET
65% SUBMITTAL
D R
AW
IN
G C
O D
E:
SHEETSHEETSHEETSHEET OF -
SU
BM
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TA
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IS
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Japan Engineer District
PL
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AT
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U .S
. A R
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JA
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C O
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C O
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KEYPLAN
ED102
1:250
10 5 10 15
MH
N41-6
H-40
HB-1
E x
E x
E x
E x
E x
NOTES:
NOTE 2
NOTE 2
NOTE 3
NOTE 4 4 - FEP 80
CONDUITS
HHL 6KV CET 60mm (FEP 80)
HHGL
WDIL
WDIL
E14mm 6KV CET 60mm (FEP 80) CE8mm-2C (FEP 30)
E14mmCE8mm-2C (FEP 30)
HHL 6KV CET 60mm (FEP 80) HHGL 6KV CET 60mm (FEP 80)
Cx Cx
Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex
Ex Ex
Ex Ex Ex Ex Ex
Ex Ex E
Ex Ex Ex
SDx SDx SDx SDx SDx SDx
SDx SDx SDx
Ex Ex Ex Ex
Ex
Cx Cx Cx
Ex
Cx Cx Cx CxCx Cx Cx
UNLESS OTHERWISE NOTED ALL
DIMENSIONS AND/OR DIMENSIONS SHOWN
IN CALLOUTS/NOTES ARE IN MILLIMETERS
SHEET
IDENTIFICATION
D
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IG
N
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B
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D W
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C
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B
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TI
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SIGNED
THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
SHEET
65% SUBMITTAL
D R
AW
IN
G C
O D
E:
SHEETSHEETSHEETSHEET OF -
SU
BM
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TA
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PL
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ED103
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AN
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1:250A1
C O
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KEYPLAN
ED103
1:250
10 5 10 15
MH-N41-7
H-39
HB-1
HHL 6KVCET 60mm (FEP 80)
HHGL
WDIL CE8mm - 2C (FEP 30)
TEDL - NO.8 5KV PN8mm 1C (FEP 40)
6KVCET 60mm (FEP 80) E14mm
4 - FEP 80
CONDUITS
E x
E x
NOTES:
NOTE 2
NOTE 2
NOTE 3
NOTE 4
SDx
SDx SDx SDx SDx
SDx
SDx
SDx
SDx
LP
C
B
Cx Cx Cx Cx
Cx Cx Cx Cx
C x
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 Ex Ex Ex
Ex Ex Ex
E x
E x
E x
E x
Cx Cx Cx
Ex
E E E E E E E E E E E E E
E E
E
EE
E
E E
UNLESS OTHERWISE NOTED ALL
DIMENSIONS AND/OR DIMENSIONS SHOWN
IN CALLOUTS/NOTES ARE IN MILLIMETERS
SHEET
IDENTIFICATION
D
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IG
N
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B
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D W
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C
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B
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C
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TI
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PR
SIGNED
THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
SHEET
65% SUBMITTAL
D R
AW
IN
G C
O D
E:
SHEETSHEETSHEETSHEET OF -
SU
BM
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TA
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U .S
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TR
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PL
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D
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1:250A1
C O
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O
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H
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KEYPLAN
ES101
ME-7-4
HB-2
ME-7-5
HB-2
MH-N41-5
H-41
HB-1
1:250
10 5 10 15
4 - FEP 80
CONDUITS
E x
E x
E x
E x
E x
E x
TEDL - NO.8 5KV PN 8mm 1C X 2 (50mm PVC)
HHL 6KVCET 60mm (FEP 80) HHGL 6KVCET 60mm (FEP 80)
H-40-1
WDIL CE 8mm - 2C (FEP 30) E14mm
T1T1
NOTES:
TEDL-NO.8 5KV PN 8mm 1C (FEP 40) VTOL 5KV PN 8mm 1C X 2 (FEP 40)
SP FEP 80
VTOL 5KV PN 8mm 1C x 2 (FEP40)
SP FEP 80
TEDL-NO.8 5KV PN 8mm 1C (FEP40)
VTOL 5KV PN 8mm 1C x 2 (50mm PVC)
NOTE 4
Ex
NOTE 2
JJ
NOTE 6
NOTE 5
WDIL
NOTE 8
NOTE 2
NOTE 3NOTE 3
MATCH EXISTING
LIGHT SPACING
(TYP)
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
Ex
Ex x
20+100
E E E E E E E E E
E E
E E
E E
E E
E E
E
E E
E E
E E
E E
E E
E
EEEEEEEEEE
E
E
E E E E E E E E E E E E E E E E E
C
C
C C C C C C
E E E E E E E E
C C C C C C C C C C C C C C
E E E E E E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E E E E
EE
E
E
E E
E
EE E
E
E
E
E E E E E E E E E E E E E E E E E
EEEEEEEEE
E
E E E E E E E E E E E E E E E E E E E E
EE
E E E
E
E
UNLESS OTHERWISE NOTED ALL
DIMENSIONS AND/OR DIMENSIONS SHOWN
IN CALLOUTS/NOTES ARE IN MILLIMETERS
SHEET
IDENTIFICATION
D
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IG
N
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B
Y:
D W
N B
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C
KD
B
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US Army Corps of Engineers
A
B
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1 2 3 4 5
M
AR
K D
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C
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TI
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AP
PR
SIGNED
THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
SHEET
65% SUBMITTAL
D R
AW
IN
G C
O D
E:
SHEETSHEETSHEETSHEET OF -
SU
BM
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TA
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IS
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Japan Engineer District
PL
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U .S
. A R
M Y
C O
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PS
O F
EN
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IN
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JA
PA
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TR
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1:250A1
C O
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H
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C O
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KEYPLAN
ES102
1:250
10 5 10 15
MH
N41-b
H-40
HB-1
4 - FEP 80
CONDUITS
T1 T2
T2
T2
T2 T3T3
T3
T3
T3
T3 T3 T3 T3 T3
T3
T3
T3
T3
T3 T2
T2
T2
T2
T1
T1T1T4T4T1T1
VTO
L
.0 m
MATCH EXISTING
LIGHT SPACING
BOTH SIDES (TYP)
0.5m
TEDL - NO.8 5KV PN 8mm 1C (50mm PVC)
TEDL - NO.8 5KV PN 8mm 1C (50mm PVC)
VTOL 5KV PN 8mm 1C x 2 (50mm PVC)
WDIL CE 8mm 2C (FEP 30)
HHL 6KV CET 60mm (FEP 80) HHGL 6KV CET 60mm (FEP 80)
VTOL 5KV PN 8mm 1C (50mm PVC)
TEDL - NO.8 5KV PN 8mm 1C (50mm PVC)
25mm GLT - 2#14mm2, 1#5.5mm2
OBOBOB
NOTES:
NOTE 4
VTOL 5KV PN 8mm 1C x 2 (50mm PVC)
VTOL 5KV PN 8mm 1C (50mm PVC)
TEDL - NO.8 5KV PN 8mm 1C X 2 (50mm PVC)
TEDL - NO.8 5KV PN 8mm 1C X 2 (50mm PVC)
NOTE 2
AND 3
NOTE 2
AND 3
4 - FEP 80
CONDUITS
4 - FEP 80
CONDUITS
J JJJJJ
T3
1.
m
EOP
4 EQUAL SPACES (TYP)
PO
T
1.
m (T
YP
.0
0m (T
YP
1.52m (TYP)
16.00m (TYP)
EO
P
EOP
NOTE 5
ME-7
(TYP)
(TYP)
J
J J
J J
J J
J
3.51m
T2
C5
ES102
ENLARGED DETAIL
NTSC5
T2 T2 T3 T3
1.
m
EOP
3.51m
0.46m
2.59m
T2
T2
NOTE 7
Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex
Ex Ex Ex Ex
Ex Ex E
Ex Ex Ex
SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx
SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx
Ex Ex Ex Ex
Ex Ex
Ex
Cx Cx Cx Cx Cx Cx CxCx Cx Cx
EP
: 2
0+
0.
E E
E
C C
E E E
E E E
E
C
UNLESS OTHERWISE NOTED ALL
DIMENSIONS AND/OR DIMENSIONS SHOWN
IN CALLOUTS/NOTES ARE IN MILLIMETERS
SHEET
IDENTIFICATION
D
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THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
SHEET
65% SUBMITTAL
D R
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SHEETSHEETSHEETSHEET OF -
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Japan Engineer District
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1:250
10 5 10 15
MH-N41-7
H-39
HB-1
4 - FEP 80
CONDUITS
VT
O
L
.0 m
TEDL - NO.8 5KV PN 8mm 1C (50mm PVC)
TEDL - NO.8 5KV PN 8mm 1C (50mm PVC)
NOTE 2 AND 3
NOTE 2 AND 3
NOTE 4
4 - FEP 80
CONDUITS
HHL 6KVCET 60mm (FEP 80)
HHGL
WDIL CE 8mm - 2C (FEP 30)
6KVCET 60mm (FEP 80)
NOTES:
NOTE 6
NOTE 5
File details come from the government source that posted it. Updated .