Attach 1.2 SAMPLING, LBP FENCE, SAM-3, STILWELL PARK_03-16-22.pdf
PDF 16 MB Posted
- Attached to
- Stillwell Fences
- Solicitation number
- FA527025R0044
About this file
These documents are contract drawings for repairing fences at multiple locations within Kadena Air Base in Okinawa, Japan, specifically for Sebille Manor, Marek Park, Terrace Heights, and Washington Heights. The project involves removing existing chain link fences and replacing them with new galvanized chain link fences ranging from 4' to 7' high, including concrete and steel posts, foundations, and associated fittings. The total fence length varies by location, with individual sections ranging from 100 to 2,100 linear feet.
The contract drawings, prepared by Sumiju Yokosuka Kogyo Co., Ltd. and dated December 2, 2024, include detailed site layout plans, vicinity maps, and technical specifications for fence installation. Each location has specific requirements for fence replacement, including sodding disturbed areas, grounding the fence at specified intervals, and ensuring all steel members are hot-dip galvanized in accordance with Japanese Industrial Standards (JIS). The project also includes provisions for repairing concrete posts and careful excavation to avoid damaging underground utility lines.
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Other files
| File | Type | Posted |
|---|---|---|
| Attachment 1 SOW - Stillwell Fences.PDF | ||
| Attachment 3 Site Visit Reservation Form.docx | DOCX document | |
| Attach 1.1 SITE MAP - LXEZ204780 REPAIR FENCES, STILWELL PARK.pdf | ||
| Solicitation - FA527025R0044.pdf | ||
| Attachment 2 Past Performance Fact Sheet.docx | DOCX document | |
| Attachment 4 Past Performance Questionnaire (PPQ).docx | DOCX document |
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Text version
INDEX OF DRAWINGS
CONTRACT DRAWINGS
LXEZ204776
SHT. NO.SEQ. NO. DRAWINGTITLE
GENERAL NOTES
KADENA AIR BASE, OKINAWA, JAPAN
E
N W
W
SW
S
SE
N N E
KADENA
AIR BASE
REPAIR FENCES, SEBILLE MANOR
ABBREVIATION
TARGET DESIGNATIONS
1. UNLESS OTHERWISE INDICATED OR SPECIFIED ALL DIMENSIONS SHOWN IN THE
DRAWINGS ARE IN MILLIMETERS.
2. UNLESS OTHERWISE INDICATED OR SPECIFIED ANY EXISTING CONSTRUCTION NOT
SHOWN IN THE DRAWINGS SHALL REMAIN.
3. UNLESS OTHERWISE SPECIFICALLY INDICATED, ALL HEAVY LINES INDICATE NEW
WORK AND LIGHT LINES INDICATE EXISTING.
4. MINOR MATERIALS AND WORK NOT SPECIFICALLY MENTIONED BUT NECESSARY
FOR THE PROPER COMPLETION OF WORK SHALL BE FURNISHED WITHOUT COST TO
THE GOVERNMENT.
E
N W
W
SW
S
SE
N
N E
LOCATION MAP
G-001 1 OF 9 TITLE, SCHEDULE OF DRAWINGS, VICINITY MAP, LOCATION MAP, ABBREVIATION, GENERAL NOTES AND TARGET DESIGNATIONS
G-002 2 OF 9 VICINITY MAP
REFERENCE
NORTH DIRECTIONTITLE SYMBOLS
A3 G-001
A1 G-001
SECTION TARGET
A2 G-001
ELEVATION TARGET
NUMBER
INDICATES SECTION
SHEET NUMBER WHERE
SECTION IS DRAWN
NUMBER
INDICATES SECTION
SHEET NUMBER WHERE
SECTION IS DRAWN
DETAIL TARGET
NUMBER
INDICATES DETAIL
SHEET NUMBER WHERE
DETAIL IS DRAWN
MATCHLINE
LOCATION OF
ADJACENT DRAWING
MATCHLINE
MATCHLINE FOR CONT.
SEE SHEET C-2
B2
CS201
DRAWING TITLE
SCALE: 1:100
C-101
C-102
C-103
C-104
C-105
C-106
C-507
SITE LAY OUT PLAN (D17-D18), SCOPE OF WORK, LEGEND AND NOTES
SITE LAY OUT PLAN (D13-D14 AND D-15D16)
SITE LAY OUT PLAN (D11-D12)
SITE LAY OUT PLAN (C01-C02)
SITE LAY OUT PLAN (C11-C12 (A) AND C11-C12 (B))
SITE LAY OUT PLAN (C03-C04)
DETAILS
& AND
@ AT
CONC CONCRETE
Ø DIAMETER
D DEFORMED STEEL BAR DIAMETER
DET DETAIL
ELEC ELECTRICAL
EXST EXISTING
' FEET
FC SPECIFIED COMPRESSIVE STRENGTH
GALV GALVANIZED
GL GROUND LINE
i INCLINATION
JIS JAPANESE INDUSTRIAL STANDARDS
kg/m KILOGRAM SQUARE METERS 2
LF LINEAR FEET
m, M METER
MAX MAXIMUM
mm, MM MILLIMETER MPa MEGA-PASCAL
#, NUMBER
OC ON CENTER
PVC POLYVINYL CHLORIDE
STL STEEL
SUS STEEL USE STAINLESS
TYP TYPICAL
THK THICKNESS
W/ WITH
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 9
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
AS
E
O
KI
N
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A, J
AP
AN
Su bm itt ed b y:
SU
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A
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O ki na wa O ffi ce
4-
-1
, M iy az at o, T
L : 0
-8
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F A
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-9
-5
O ki na wa
-C tiy
, O K
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A, J
AP
AN
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
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2 DEC '24
AS-BUILT
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F D
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SC
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TO
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C
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G-001
KEN ASATO
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
CIVIL
一級土木施工管理技士
C11-C12 (A)
C11-C12 (B)
C03-C04
C01-C02
D15-D16
D13-D14
D11-D12
D17-D18
GATE 2
E
N W
W
SW
S
SE
N
N E
SEBILLE MANOR
HONOLU
LU
AVE
M
OL
LA
ND
S T
W
AIM
EA A
VE
M O
LL
AN
D
ST
GABRESKIRD
WILBANKS ST
GABRESKI R
D
PEMBERTON CT
BENNETT ST
CHRISTENSEN DR
FOY CT
CARSON CT
MOORE AVE
G
AB
R
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KI
R
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G O
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FR
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JA
BA
R A
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JABARA RD
VOLL CIR
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AB
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SK
I R D
M O
LL
AN
D
ST
VICINITY MAP
KADENA AIR BASE
SCALE: NOT TO SCALE
C-101
C-102
C-103
C-104
C-106
C-105
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 9
FA5270-17-D-0009
KA
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AI
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AP
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Su bm itt ed b y:
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O ki na wa O ffi ce
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F A
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O ki na wa
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SUMIJU YOKOSUKA
KOGYO CO.,LTD.
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G-002
JABARA RD
M O
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D S
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M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 9
FA5270-17-D-0009
KA
D
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A
AI
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B
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A, J
AP
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Su bm itt ed b y:
SU
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O ki na wa O ffi ce
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F A
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-9
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SUMIJU YOKOSUKA
KOGYO CO.,LTD.
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F W
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K, L
EG
EN
D A
N D
N O
TE
S
SC
AL
E : 1
/3
C-101
GRAPHIC SCALE
30M201005M 1/300
E
N W
W
SW
S
SE
N N E
D17-D18, REPLACE CHAIN LINK FENCE 4' HIGH
150LF, (45.7M) WITH NEW, SEE DET
D2 C-101
SITE LAY OUT PLAN (D17-D18)
SCALE: 1/300
LOCATION MAP (SEBILLE MANOR)
SCALE: NOT TO SCALE
E
N W
W
SW
S
SE
N N E
SEE D2
C-101
D4 C-507
C01-C02
C11-C12 (A) C03-C04
C11-C12 (B)
D15-D16 D13-D14
D11-D12
D17-D18
SCOPE OF WORK :
1. REMOVE AND DISPOSE EXISTING CHAIN LINK FENCE INCLUDING CONCRETE POSTS, STEEL
POSTS, CONCRETE FOUNDATION AND ASSOCIATED FITTINGS.
2. PROVIDE GALVANIZED CHAIN LINK FENCE 4'-0" (1.2m) HIGH INCLUDING CONCRETE POSTS, STEEL POSTS, CONCRETE FOUNDATION AND ASSOCIATED FITTINGS.
3. PROVIDE SODDING AFFECTED AREA AS REQUIRED.
NOTES :
1. LOCATION OF EXISTING UNDERGROUND UTILITY LINES ARE APPROXIMATE. THE
CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION OF THE UTILITY LINES AND SHALL
EXERCISE EXTREME CARE DURING EXCAVATION WORK. ANY UTILITY DAMAGE RESULTING
FROM THE CONTRACTOR'S EXCAVATION SHALL BE RESTORED TO ITS ORIGINAL
CONDITION.
2. PAVED & UNPAVED AREAS DISTURBED DURING CONSTRUCTION WORK SHALL BE
RESTORED TO ITS ORIGINAL CONDITION.
3. ALL EXISTING STRUCTURES AND SURFACE CONDITIONS IN THE WAY OF NEW
CONSTRUCTION SHALL BE REMOVED AND RESTORED TO ITS ORIGINAL CONDITION.
4. CHAIN LINK FENCE AND GATE ALL STEEL MENBER SHALL BE HOT DIP GALVANIZED IN
ACCORDANCE WITH JIS H 8641.
5. FENCE SHALL BE GROUNDED AT EACH FIXED GATE POST AND AT MAX 50m INTERVALS
ALONG THE FENCE (EXCEPT FOR STEEL POST FENCE).
6. IF THE REPLACEMENT IS NOT POSSIBLE, COORDINATE WITH PM THEN PROCEED WITH
REPAIR OF THE CONCRETE POST.
BUILDING/STRUCTURE
EXST
LEGEND :
DESCRIPTION
CONTOUR LINE
REMOVE
CHAIN LINK FENCE
NEW
TREE
GABRESKI R
D
GABRESKIRD
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 9
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
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OS
UK
A
KO
GY
O
CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
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AN
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LX
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2 DEC '24
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PL
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(D
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A
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5D
SC
AL
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: 1 /3
C-102
GRAPHIC SCALE
30M201005M
1/300
E
N W
W
SW
S
SE
N
N E
D15-D16
REPLACE CHAIN LINK FENCE 4' HIGH
300LF, (91.4M) WITH NEW
B5457-5453, SEE DET
D1 C-102
SITE LAY OUT PLAN (D13-D14 AND D-15D16)
SCALE: 1/300
D13-D14
REPLACE CHAIN LINK FENCE 4' HIGH
350LF, (106.7M) WITH NEW
BEHIND B5450-5549, SEE DET D4
C-507
D4 C-507
LOCATION MAP (SEBILLE MANOR)
SCALE: NOT TO SCALE
E
N W
W
SW
S
SE
N N E
SEE D1
C-102
C01-C02
C11-C12 (A) C03-C04
C11-C12 (B)
D15-D16 D13-D14
D11-D12
D17-D18
GABRESKI R
D
BENNETT ST
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 9
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
Y
OK
OS
UK
A
KO
GY
O
CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
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2 DEC '24
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L
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O U
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PL
AN
(D
-D
SC
AL
E : 1
/3
C-103
GRAPHIC SCALE
30M201005M 1/300
E
N W
W
SW
S
SE
N N E
D11-D12, REPLACE CHAIN LINK FENCE 4' HIGH
325LF, (99.1M) WITH NEW
B5416-5414, SEE DET
D1 C-103
SITE LAY OUT PLAN (D11-D12)
SCALE: 1/300
D4 C-507
LOCATION MAP (SEBILLE MANOR)
SCALE: NOT TO SCALE
E
N W
W
SW
S
SE
N
N E
SEE D1
C-103
C01-C02
C11-C12 (A) C03-C04
C11-C12 (B)
D15-D16 D13-D14
HONOLULU AVE
OL
LA
ND
S T
O
KI
NA
W
A E
XP
RE
SS
W
AY
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 9
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
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O ki na wa O ffi ce
4-
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F A
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-9
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O ki na wa
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, O K
IN
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SUMIJU YOKOSUKA
KOGYO CO.,LTD.
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(C
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SC
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/3
C-104
GRAPHIC SCALE
30M201005M 1/300
E
N W
W
SW
S
SE
N N E
C01-C02
REPLACE CHAIN LINK FENCE 4' HIGH
400LF, (121.9M) WITH NEW
B5540, SEE DET
C2 C-104
SITE LAY OUT PLAN (C01-C02)
SCALE: 1/300
D4 C-507
LOCATION MAP (SEBILLE MANOR)
SCALE: NOT TO SCALE
E
N W
W
SW
S
SE
N N E
SEE C2
C-104
C01-C02
C11-C12 (A) C03-C04
C11-C12 (B)
D15-D16 D13-D14
W
AIM
EA A
VE
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 9
FA5270-17-D-0009
KA
D
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A
AI
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B
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AW
A, J
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AN
Su bm itt ed b y:
SU
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O ki na wa O ffi ce
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F A
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IN
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A, J
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SUMIJU YOKOSUKA
KOGYO CO.,LTD.
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(C
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(A
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D C
-C
(B
SC
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: 1 /3
C-105
GRAPHIC SCALE
30M201005M 1/300
E
N W
W
SW
S
SE
N N E
C11-C12 (B), REPLACE CHAIN LINK FENCE 4' HIGH
250LF, (68.6M) WITH NEW
B5440, SEE DET
B1 C-110
SITE LAY OUT PLAN (C11-C12 (A) AND C11-C12 (B))
SCALE: 1/300
C11-C12 (A), REPLACE CHAIN LINK FENCE 4' HIGH
750LF, (229.6M) WITH NEW
B5220-5512, SEE DET
D4 C-507
D4 C-507
LOCATION MAP (SEBILLE MANOR)
SCALE: NOT TO SCALE
SEE B1
C-110
C01-C02
C11-C12 (A) C03-C04
C11-C12 (B)
D15-D16 D13-D14
D11-D12
D17-D18
E
N W
W
SW
S
SE
N N
OL
LA
ND
S T
H O
N O
LU
LU
A
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M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 9
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
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MI
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O ki na wa O ffi ce
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-9
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-C tiy
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IN
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SUMIJU YOKOSUKA
KOGYO CO.,LTD.
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2 DEC '24
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PL
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(C
-C
SC
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/3
C-106
GRAPHIC SCALE
30M201005M 1/300
E
N W
W
SW
S
SE
N N E
C03-C04, REPLACE CHAIN LINK FENCE 4' HIGH
525LF, (160.0M) WITH NEW
B5549-5543
MOLLAND ST, SEE DET
D1 C-106
SITE LAY OUT PLAN (C03-C04)
SCALE: 1/300
D4 C-507
LOCATION MAP (SEBILLE MANOR)
SCALE: NOT TO SCALE
E
N W
W
SW
S
SE
N N E
SEE
D1
C-106 C01-C02
C11-C12 (A) C03-C04
C11-C12 (B)
D15-D16 D13-D14
D11-D12
C11-C12 (A)
(M
AX
50 GL80
1, 1, (IN
TE
R M
ED
IA
TE
(E N
D A
N D
C O
R N
ER
CONCRETE POST TYPICAL DETAIL
SCALE: 1/10
CONC. POST
21-8-20
2-D16 REINF
BARS
6Ø ROUND
ROD @305
2,000 2,000
TOP RAIL
38.1Ø x 1.6
BOTTOM RAIL
38.1Ø x 1.6
LATERAL ANNEALING
4.0Ø
50.8Ø x 1.6
FENCE POLE
50.8Ø x 1.6
FENCE POLE
1, 1, ELEVATION
SCALE: 1/10
"A"
6Ø TIE BAR
2-D16 REINF
BARS
SECTION "A"
CORNER POST POST ADJ TO CORNER AND GATE POST
TOP RAIL
DIAGONAL
BRACE
25 x 4.5 THK.
TENSION BAR
BOTTOM RAIL
BRACES FOR CORNER POST
SCALE: NOT TO SCALE
C-507SEE 2
C-507SEE
ANCHOR CLIPS
4EA MIN
DIGONAL BRACE
C-507SEE
C-507SEE
CONTINUOS GAUGE
NO.6 TENSION WIRE
(OMIT WHERE
BOTTOM BRACE ARE
INSTALLED)
DETAIL 1
DETAIL 3
DETAIL 2
DETAIL 4
"A"
CONC POST RAIL CONNECTION TYPICAL DETAILS
SCALE: NOT TO SCALE
PLAN & SECTION "A"
90 x 50 x 50 x 6
ANCHOR CLIP
12Ø BOLTS
4.5 x 25
TENSION
BAR
GREASE PORTION OF RAIL
IN SLOTTED HOLE & FILL
HOLE WITH GROUT (ADJUST
HOLE DIRECTION FOR
POSTS TO BE INSTALLED IN
SLOPING GRADES)
NO.6 CONTINUOUS GAUGE
TENSION WIRE
20Ø PIPE SLEEVE
12Ø BOLTS
90 x 50 x 50 x 6
ANCHOR CLIP
42.7Ø x 2.3 TOP
RAIL
42.7Ø x 2.3
DIAGONAL BRACE
4.5 x 25 TENSION
BAR
90 x 50 x 50 x 6
ANCHOR CLIP
12Ø BOLTS
TIES #2 (60)
@305 (1ft) O.C
90 x 50 x 50 x 6
ANCHOR CLIP
CHAIN LINK
TENSION BAR
12Ø BOLTS
TENSION
BAR
90 x 50 x 50 x 6
ANCHOR CLIP
42.7Ø x 2.3 TOP
RAIL
42.7Ø x 2.3
HORIZONTAL
BRACE
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IN
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(E
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SILICON BRONZE U-BOLT
CHAIN LINK WIRE WIRE
NETTING 4.0Ø x 50
SOFT DRAWN STRANDED
BARE COPPER, TINNED
TENSION WIRE
14Ø X 1,500
GROUNDING ROD
42.7Ø X 2.3
HORIZONTAL
BRACE
CHAIN LINK WIRE
NETTING 3.2Ø X 50
TOP RAIL
38.1Ø x 1.6
CHAIN LINK WIRE
50.8Ø x 1.6
FENCE POLE
BOTTOM RAIL
CONCRETE
Fc=21MPa
GRAVEL BASE
CONCRETE
Fc=21MPa
GRAVEL BASE
D4 C-507
4'-0" HIGH FENCE AND GATE DETAILS (TYPE-1 : CONC POST)
SCALE: AS SHOWN
B2 C-507
4'-0" HIGH FENCE AND GATE DETAILS (TYPE-2 : STEEL POST)
SCALE: 1/10
SECTION
SCALE: 1/10
F1 C-507
CRACK/SPALL REPAIR DETAIL FOR CONC POST
SCALE: AS SHOWN
LESS THAN 1.0MM CRACK WIDTH 1.0MM OR MORE CRACK WIDTH SPALLING
10 (MIN) 10 (MIN)
(M
IN
FLASTIC EPOXY
SEALANT
EXST CONC SURFACE
V-CUT
EPOXY PRIMER (0.4kg/m2)
EXST CONC SURFACE
ELASTIC EPOXY SEALANT
ANTICORROSIVE
EPOXY PRIMER (0.4kg/m2)
EXST CONC SURFACE
REMOVE RUST OF EXST REBAR
ELASTIC EPOXY SEALANT OR
POLYMER CEMENT
165 TOP
185 BOTTOM
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 9
FA5270-17-D-0009
KA
D
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A
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A, J
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AN
Su bm itt ed b y:
SU
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O ki na wa O ffi ce
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SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
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AS-BUILT
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GRAPHIC SCALE
1M0.50.40.30.20.100.1 1/10
LXEZ204777
SHT. NO.SEQ. NO. DRAWINGTITLE
GENERAL NOTES
KADENA AIR BASE, OKINAWA, JAPAN
E
N W
W
SW
S
SE
N N E
KADENA
AIR BASE
REPAIR FENCES, MAREK PARK
ABBREVIATION
TARGET DESIGNATIONS
1. UNLESS OTHERWISE INDICATED OR SPECIFIED ALL DIMENSIONS SHOWN IN THE
DRAWINGS ARE IN MILLIMETERS.
2. UNLESS OTHERWISE INDICATED OR SPECIFIED ANY EXISTING CONSTRUCTION NOT
SHOWN IN THE DRAWINGS SHALL REMAIN.
3. UNLESS OTHERWISE SPECIFICALLY INDICATED, ALL HEAVY LINES INDICATE NEW
WORK AND LIGHT LINES INDICATE EXISTING.
4. MINOR MATERIALS AND WORK NOT SPECIFICALLY MENTIONED BUT NECESSARY
FOR THE PROPER COMPLETION OF WORK SHALL BE FURNISHED WITHOUT COST TO
THE GOVERNMENT.
E
N W
W
SW
S
SE
N
N E
LOCATION MAP
G-001 1 OF 8 TITLE, SCHEDULE OF DRAWINGS, LOCATION MAP, ABBREVIATION, GENERAL NOTES AND TARGET DESIGNATIONS
G-002 2 OF 8 VICINITY MAP
REFERENCE
NORTH DIRECTIONTITLE SYMBOLS
A3 G-001
A1 G-001
SECTION TARGET
A2 G-001
ELEVATION TARGET
NUMBER
INDICATES SECTION
SHEET NUMBER WHERE
SECTION IS DRAWN
NUMBER
INDICATES SECTION
SHEET NUMBER WHERE
SECTION IS DRAWN
DETAIL TARGET
NUMBER
INDICATES DETAIL
SHEET NUMBER WHERE
DETAIL IS DRAWN
MATCHLINE
LOCATION OF
ADJACENT DRAWING
MATCHLINE
MATCHLINE FOR CONT.
SEE SHEET C-2
B2
CS201
DRAWING TITLE
SCALE: 1:100
C-101
C-102
C-103
C-104
C-105
C-506
SITE LAYOUT PLAN (MP02), SCOPE OF WORK, LEGEND AND NOTES
SITE LAY OUT PLAN (MP03)
SITE LAY OUT PLAN (MP04 AND MP05)
SITE LAY OUT PLAN (MP06)
SITE LAY OUT PLAN (MPNEW01)
DETAILS
& AND
@ AT
CONC CONCRETE
Ø DIAMETER
D DEFORMED STEEL BAR DIAMETER
DET DETAIL
ELEC ELECTRICAL
EXST EXISTING
' FEET
FC SPECIFIED COMPRESSIVE STRENGTH
GALV GALVANIZED
GL GROUND LINE
i INCLINATION
JIS JAPANESE INDUSTRIAL STANDARDS
kg/m KILOGRAM SQUARE METERS 2
LF LINEAR FEET
m, M METER
MAX MAXIMUM
mm, MM MILLIMETER MPa MEGA-PASCAL
#, NUMBER
OC ON CENTER
PVC POLYVINYL CHLORIDE
STL STEEL
SUS STEEL USE STAINLESS
TYP TYPICAL
THK THICKNESS
W/ WITH
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 8
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
Y
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OS
UK
A
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GY
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.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
EP
AI
R
F
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C
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, M
AR
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P
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LX
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2 DEC '24
AS-BUILT
G
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EN
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: N O
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G-001
KEN ASATO
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
VICINITY MAP
MPNEW01 MP02
MP03 MP06
MP04
MP05
GATE 1
E
N W
W
SW
S
SE
N
N E
MAREK PARK
SEAVER CIC
M
CALLISTER CT
BROWN CIR
MCCONNEL LOOP
MCCONNEL LOOP
SC
H
LEG
EL R
D
KINCHELO
B ST
MCCONNEL LOOP
VINCENT AVE
LO
VE CIR
M
AHURN ST
FOSTER CIR
ADAMS AVE
NAVAJO ST
SIMLER ST
ROYAL DR
LE
VI
TO
W
A
VE
SCHLEG
EL RD
FH SMITH DR
JACKSO
N ST
FLEMING AVE
SIJAN ST
WIL BANKS ST
JACKS ST
MCKENNON AVE
ROYAL DR
SIM
LER ST
ZEAMER ST
PHOENIX AVE
KADENA AIR BASE
SCALE: NOT TO SCALE
C-101
C-102
C-103
C-104
C-105
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 8
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
Y
OK
OS
UK
A
KO
GY
O
CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
EP
AI
R
F
EN
C
ES
, M
AR
EK
P
AR
K
LX
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2 DEC '24
AS-BUILT
G
EN
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AL
VI
C
IN
IT
Y M
AP
SC
AL
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: N O
T
TO
S C
AL
E
SC
H
LE
G
EL
R
D
MCCONNEL LOOP
MCCONNEL LOOP
KI
N
C H
EL
O
B
ST
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 8
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
Y
OK
OS
UK
A
KO
GY
O
CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
EP
AI
R
F
EN
C
ES
, M
AR
EK
P
AR
K
LX
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2 DEC '24
AS-BUILT
C
IV
IL
SI
TE
L
AY
O U
T
PL
AN
(M
P0 2)
, S C
O
PE
O F
W O
R K, L
EG
EN
D
A N
D N
O
TE
S
SC
AL
E
: 1 /3
C-101
GRAPHIC SCALE
30M201005M 1/300
E
N W
W
SW
S
SE
N
N E
MP02,
REPLACE CHAIN LINK FENCE 7' HIGH
1,025LF (312.0m) AND SINGLE SWING
GATE WITH NEW, SEE DET
D1 C-101
SITE LAY OUT PLAN (MP02)
SCALE: 1/300
BUILDING/STRUCTURE
EXST
LEGEND :
DESCRIPTION
SCOPE OF WORK :
CONTOUR LINE
REMOVE
CHAIN LINK FENCE
1. REMOVE AND DISPOSE EXISTING CHAIN LINK FENCE AND GATES INCLUDING CONCRETE
POSTS, STEEL POSTS, CONCRETE FOUNDATION AND ASSOCIATED FITTINGS.
2. PROVIDE GALVANIZED CHAIN LINK FENCE (7'-0" (2.1m) HIGH WITH BARBED WIRE AND GATES (7'-0" (2.1m)) INCLUDING CONCRETE POSTS, STEEL POSTS, CONCRETE FOUNDATION AND
ASSOCIATED FITTINGS.
3. PROVIDE SODDING AFFECTED AREA AS REQUIRED.
NOTES :
NEW
1. LOCATION OF EXISTING UNDERGROUND UTILITY LINES ARE APPROXIMATE. THE
CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION OF THE UTILITY LINES AND SHALL
EXERCISE EXTREME CARE DURING EXCAVATION WORK. ANY UTILITY DAMAGE RESULTING
FROM THE CONTRACTOR'S EXCAVATION SHALL BE RESTORED TO ITS ORIGINAL
CONDITION.
2. PAVED & UNPAVED AREAS DISTURBED DURING CONSTRUCTION WORK SHALL BE
RESTORED TO ITS ORIGINAL CONDITION.
3. ALL EXISTING STRUCTURES AND SURFACE CONDITIONS IN THE WAY OF NEW
CONSTRUCTION SHALL BE REMOVED AND RESTORED TO ITS ORIGINAL CONDITION.
4. CHAIN LINK FENCE AND GATE ALL STEEL MENBER SHALL BE HOT DIP GALVANIZED IN
ACCORDANCE WITH JIS H 8641.
5. FENCE SHALL BE GROUNDED AT EACH FIXED GATE POST AND AT MAX 50m INTERVALS
ALONG THE FENCE (EXCEPT FOR STEEL POST FENCE).
6. IF THE REPLACEMENT IS NOT POSSIBLE, COORDINATE WITH PM THEN PROCEED WITH
REPAIR OF THE CONCRETE POST.
LX
EZ
LOCATION MAP (MAREK PARK)
SCALE: NOT TO SCALE
E
N W
W
SW
S
SE
N N E
SEE D1
C-101
D1 C-506
MPNEW01 MP02
MP03
MP05
MP03
MP06
MP04
SINGLE SWING GATE
C H
EL
O
B
ST
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 8
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
Y
OK
OS
UK
A
KO
GY
O
CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
EP
AI
R
F
EN
C
ES
, M
AR
EK
P
AR
K
LX
EZ
2 DEC '24
AS-BUILT
C
IV
IL
SI
TE
L
AY
O U
T
PL
AN
(M
P0 3)
SC
AL
E : 1
/3
C-102
GRAPHIC SCALE
30M201005M 1/300
E
N W
W
SW
S
SE
N N E
MP03,
REPLACE CHAIN LINK FENCE 7' HIGH
2,100LF, (640.0M) AND SINGLE SWING
GATES (2EA) WITH NEW, SEE DET
D1 C-102
SITE LAY OUT PLAN (MP03)
SCALE: 1/300
LX
EZ
D1 C-506
LOCATION MAP (MAREK PARK)
SCALE: NOT TO SCALE
E
N W
W
SW
S
SE
N
N E
SEE D1
C-102
MPNEW01 MP02
MP05
MP03
MP06
MP04
SINGLE SWING GATE
SINGLE SWING
GATE
WRISNER CR.
MCCONNEL ST
VINCENT AVE
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 8
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
Y
OK
OS
UK
A
KO
GY
O
CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
EP
AI
R
F
EN
C
ES
, M
AR
EK
P
AR
K
LX
EZ
2 DEC '24
AS-BUILT
C
IV
IL
SI
TE
L
AY
O U
T
PL
AN
(M
P0
AN
D
M P0
5)
SC
AL
E
: 1 /3
C-103
GRAPHIC SCALE
30M201005M 1/300
E
N W
W
SW
S
SE
N N E
MP05,
REPLACE CHAIN LINK FENCE 7' HIGH
950LF, (290.0M) AND SINGLE SWING
GATE WITH NEW, SEE DET
MP04,
REPLACE CHAIN LINK FENCE 7' HIGH
525LF, (160.0M) AND SINGLE SWING
GATE WITH NEW, SEE DET
D1 C-103
SITE LAY OUT PLAN (MP04 AND MP05)
SCALE: 1/300
LX
EZ
D1 C-506
D1 C-506
LOCATION MAP (MAREK PARK)
SCALE: NOT TO SCALE
E
N W
W
SW
S
SE
N N E
SEE D1
C-103
MPNEW01 MP02
MP05
MP03
MP06
MP04
TARBET CT.
ADAMS AVE
FOSTER CIR
VINCENT AVE
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 8
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
Y
OK
OS
UK
A
KO
GY
O
CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
EP
AI
R
F
EN
C
ES
, M
AR
EK
P
AR
K
LX
EZ
2 DEC '24
AS-BUILT
C
IV
IL
SI
TE
L
AY
O U
T
PL
AN
(M
P0 6)
SC
AL
E : 1
/3
C-104
GRAPHIC SCALE
30M201005M 1/300
E
N W
W
SW
S
SE
N N E
NP06,
REPLACE CHAIN LINK FENCE 7' HIGH
725LF, (221.0M) AND SINGLE SWING
GATE WITH NEW, SEE DET
D1 C-104
SITE LAY OUT PLAN (MP06)
SCALE: 1/300
LX
EZ
D1 C-506
LOCATION MAP (MAREK PARK)
SCALE: NOT TO SCALE
E
N W
W
SW
S
SE
N N E
SEE D1
C-104
MPNEW01 MP02
MP05
MP03
MP06
MP04
MCCONNEL LOOP
CALLISTER CT
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 8
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
Y
OK
OS
UK
A
KO
GY
O
CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
EP
AI
R
F
EN
C
ES
, M
AR
EK
P
AR
K
LX
EZ
2 DEC '24
AS-BUILT
C
IV
IL
SI
TE
L
AY
O U
T
PL
AN
(M
PN
EW
SC
AL
E : 1
/3
C-105
GRAPHIC SCALE
30M201005M 1/300
E
N W
W
SW
S
SE
N N E
MPNEW01,
REPLACE CHAIN LINK FENCE 7' HIGH
200LF, (61.0M) AND DOUBLE SWING
GATE WITH NEW, SEE DET
D2 C-105
SITE LAY OUT PLAN (MPNEW01)
SCALE: 1/300
LX
EZ
D1 C-506
LOCATION MAP (MAREK PARK)
SCALE: NOT TO SCALE
E
N W
W
SW
S
SE
N N E
SEE D2
C-105
MPNEW01 MP02
MP05
MP03
MP06
MP04
DOUBLE SWING GATE
CORNER POST POST ADJ TO CORNER AND GATE POST FRONT ELEVATION
ANCHOR CLIP
SIDE ELEVATION
TIE WIRE
BARBED WIRE
INSIDE OUTSIDE
TENSION WIRETENSION WIRE
TIE WIRE
ANCHOR CLIP
42.7Ø x 2.3 THK. TOP RAIL
42.7Ø x 2.3 THK.
TOP RAIL
42.7Ø x 2.3 THK.
DIAGONAL
BRACE
25 x 4.5 THK.
TENSION BAR
42.7Ø x 2.3 THK.
BOTTOM RAIL
42.7Ø x 2.3 THK.
BOTTOM RAIL
42.7Ø x 2.3 THK.
DIAGONAL
BRACE
25 x 4.5 THK.
TENSION BARCHAIN LINK FABRIC
4.0Ø (#8) x 50mm
MESH OPENING
CHAIN LINK WIRE
WIRE NETTING
4.0Ø X 50
END POST
ANCHOR CLIP
12Ø BOLT
12Ø BOLT
TIE WIRE
BOTTOM SECTION OF CORNER POST BOTTOM SECTION OF ADJACENT POST
TIE WIRE
CHAIN LINK FABRIC 4.0Ø (#8) X 50mm MESH OPENING
TIE WIRE
BOTTOM TENSION WIRE
12Ø BOLT
ANCHOR CLIP
12Ø BOLT
ATTACHMENT
25 x 4.5 THK.
TENSION BAR
42.7Ø x 2.3
THK. BOTTOM
RAIL
42.7Ø x 2.3 THK.
BOTTOM RAIL
DETAIL "A"
12Ø BOLT 12Ø BOLT
42.7Ø x 2.3 THK. TOP RAIL
ANCHOR CLIP
42.7Ø x 2.3 THK.
DIAGONAL BRACE
DETAIL "B"
25 x 4.5 THK. TENSION
BAR
12Ø BOLT
ANCHOR CLIP
6Ø BOLT
6Ø BOLT
6Ø BOLT
42.7Ø x 2.3 THK.
BOTTOM RAIL
DETAIL "E"
DETAIL "D"
12Ø BOLT
ANCHOR CLIP
TENSION WIRE
DETAIL "C"
175 HOLE FOR 6Ø BOLT
48.6Ø x 2.3 THK.
TOP RAIL CONNECTOR
42.7Ø x 2.3 THK. TOP RAIL
TOP RAIL
6Ø BOLT
CHAIN LINK
FABRIC 4.0Ø
(#8) X 50mm
MESH
OPENING
2-D22
SECTION "A"
6Ø TIE BAR 42.7Ø x 2.3
THK.
BOTTOM
RAIL
SILICON BRONZE
U-BOLT
42.7Ø x 2.3 THK.
(M
AX
SOFT DRAWN
STRANDED
BARE COPPER,
TINNED
TENSION WIRE
14Ø X 1500
GROUNDING ROD
NOTES:1. CHAIN LINK FENCE ALL STEEL MEMBER SHALL BE HOT
DIP GALVANIZED IN ACCORDANCE WITH JIS H 8641.
2. FENCE SHALL BE GROUNDED AT EACH FIXED GATE
POST AND AT MAX 50m INTERVALS ALONG THE FENCE.
CONCRETE POST & CHAINLINK FENCE DETAILS
SCALE: NOT TO SCALE
CONCRETE POST TYPICAL DETAIL
SCALE: NOT TO SCALE
CONNECTION DETAILS
SCALE: NOT TO SCALE
REINF CONC
2-D22
GL
6Ø @ 305mm
TIE BARS
CONCRETE
Fc= 21MPa
GL
(IN
TE
R M
ED
IA
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1, (E
N D
A N
D C
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5 12
2, 1, 700x700
1,200 (DOUBLE SWING GATE : 2,400)
CHAIN LINK WIRE
WIRE NETTING
4.0Ø X 50
BARBED WIRE
GROUNDING
LOCK PLATE
GL
GROUNDING ROD
14Ø×1500
CONCRETE
Fc= 21MPa
114.3Ø × 3.5
GATE POST
13Ø TRUSS
ROD
60.5Ø × 2.3 GATE
FRAME
SWING GATE TYPICAL DETAIL
SCALE: NOT TO SCALE
700x700
D1 C-506
7'-0" HIGH FENCE AND GATE DETAILS
SCALE: NOT TO SCALE
GRAVEL BASE
IF REQUIRED
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 8
FA5270-17-D-0009
KA
D
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A, J
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AN
Su bm itt ed b y:
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SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
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P
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2 DEC '24
AS-BUILT
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C-506
LXEZ204781
SHT. NO.SEQ. NO. DRAWINGTITLE
GENERAL NOTES
KADENA AIR BASE, OKINAWA, JAPAN
E
N W
W
SW
S
SE
N N E
KADENA
AIR BASE
REPAIR FENCES, TERRACE HEIGHTS
ABBREVIATION
TARGET DESIGNATIONS
1. UNLESS OTHERWISE INDICATED OR SPECIFIED ALL DIMENSIONS SHOWN IN THE
DRAWINGS ARE IN MILLIMETERS.
2. UNLESS OTHERWISE INDICATED OR SPECIFIED ANY EXISTING CONSTRUCTION NOT
SHOWN IN THE DRAWINGS SHALL REMAIN.
3. UNLESS OTHERWISE SPECIFICALLY INDICATED, ALL HEAVY LINES INDICATE NEW
WORK AND LIGHT LINES INDICATE EXISTING.
4. MINOR MATERIALS AND WORK NOT SPECIFICALLY MENTIONED BUT NECESSARY
FOR THE PROPER COMPLETION OF WORK SHALL BE FURNISHED WITHOUT COST TO
THE GOVERNMENT.
E
N W
W
SW
S
SE
N
N E
LOCATION MAP
G-001 1 OF 8 TITLE, SCHEDULE OF DRAWINGS, LOCATION MAP, ABBREVIATION, GENERAL NOTES AND TARGET DESIGNATIONS
G-002 2 OF 8 VICINITY MAP
REFERENCE
NORTH DIRECTIONTITLE SYMBOLS
A3 G-001
A1 G-001
SECTION TARGET
A2 G-001
ELEVATION TARGET
NUMBER
INDICATES SECTION
SHEET NUMBER WHERE
SECTION IS DRAWN
NUMBER
INDICATES SECTION
SHEET NUMBER WHERE
SECTION IS DRAWN
DETAIL TARGET
NUMBER
INDICATES DETAIL
SHEET NUMBER WHERE
DETAIL IS DRAWN
MATCHLINE
LOCATION OF
ADJACENT DRAWING
MATCHLINE
MATCHLINE FOR CONT.
SEE SHEET C-2
B2
CS201
DRAWING TITLE
SCALE: 1:100
C-101
C-102
C-103
C-104
C-105
C-506
SITE LAY OUT PLAN (TH01 AND TH02), SCOPE OF WORK, LEGEND AND NOTES
SITE LAY OUT PLAN (TH03 AND TH04)
SITE LAY OUT PLAN (TH05 AND TH06)
SITE LAY OUT PLAN (TH07 AND TH08)
SITE LAY OUT PLAN (TH09 AND TH10)
DETAILS
& AND
@ AT
CONC CONCRETE
Ø DIAMETER
D DEFORMED STEEL BAR DIAMETER
DET DETAIL
ELEC ELECTRICAL
EXST EXISTING
' FEET
FC SPECIFIED COMPRESSIVE STRENGTH
GALV GALVANIZED
GL GROUND LINE
i INCLINATION
JIS JAPANESE INDUSTRIAL STANDARDS
kg/m KILOGRAM SQUARE METERS 2
LF LINEAR FEET
m, M METER
MAX MAXIMUM
mm, MM MILLIMETER MPa MEGA-PASCAL
#, NUMBER
OC ON CENTER
PVC POLYVINYL CHLORIDE
STL STEEL
SUS STEEL USE STAINLESS
TYP TYPICAL
THK THICKNESS
W/ WITH
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 8
FA5270-17-D-0009
KA
D
EN
A
AI
R
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AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
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A
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TD
O ki na wa O ffi ce
4-
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F A
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IN
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SUMIJU YOKOSUKA
KOGYO CO.,LTD.
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R
F
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C
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, T
ER
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AC
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EI
G
H
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LX
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2 DEC '24
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G-001
KEN ASATO
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
W
W
SW
S
SE
N
N E
VICINITY MAP
TH10
TH05
TH01
GATE 3
TERRACE HEIGHTS
FOY CT
CARSON CT
MOORE AVE
G
AB
R
ES
KI
R
D
G O
D
FR
EY
R
D
JA
BA
R A
R D
H
IL
L D
R
JABARA RD
VOLL CIR
G
AB
RE
SK
I R D
BAKER CIR
M O
LL
AN
D
ST
R O
LLIN
G
H
EIG
H
TS
PATTERSPM AVE
HARRIS ST
ROLLING HEIGHTS
HIGHLAND PARK
PREDDY LOOP
H
IG
H
LA
N D
P
AR
D
MOLLAND ST
D O
U G
LA
S
BL
VD
PR
ED
D Y
LO
O
P
PATTERSPM AVE
HARRIS DR
TH06
TH04
TH09
TH08
TH07
TH02
TH03
KADENA AIR BASE
SCALE: NOT TO SCALE
C-101
C-102
C-103
C-104
C-105
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 8
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
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OK
OS
UK
A
KO
GY
O
CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
EP
AI
R
F
EN
C
ES
, T
ER
R
AC
E H
EI
G
H
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LX
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2 DEC '24
AS-BUILT
G
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IN
IT
Y M
AP
SC
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: N O
T
TO
S C
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HIGHLAND PARK
RO
LL
IN
G
H
EI
G
HT
S
HIGHLAND PARK
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 8
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
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AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
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OK
OS
UK
A
KO
GY
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CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
EP
AI
R
F
EN
C
ES
, T
ER
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AC
E H
EI
G
H
TS
LX
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2 DEC '24
AS-BUILT
C
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L
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O U
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PL
AN
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D T
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SC
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O F
W O
R K, L
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A N
D N
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SC
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: 1 /3
C-101
GRAPHIC SCALE
30M201005M 1/300
E
N W
W
SW
S
SE
N N E
TH01,
REPAIR / REPLACE CONC POSTS
AND REPLACE CHAIN LINK FENCE
4' HIGH 225LF, (68.6M) WITH NEW,
SEE DET
D1 C-101
SITE LAY OUT PLAN (TH01 AND TH02)
SCALE: 1/300
TH02,
REPLACE CHAIN LINK FENCE 4' HIGH
475LF, (144.8M) WITH NEW, SEE DET
LOCATION MAP (TERRACE HEIGHTS)
SCALE: NOT TO SCALE
E
N W
W
SW
S
SE
N N E
SEE D1
C-101
TH03
TH10
TH01
TH03
TH04
TH06
TH05
TH07
TH08
TH09
TH02
D4 C-506
D4 C-501
F1 C-506
SCOPE OF WORK :
1. REMOVE AND DISPOSE EXISTING CHAIN LINK FENCE INCLUDING CONCRETE POSTS, STEEL
POSTS, CONCRETE FOUNDATION AND ASSOCIATED FITTINGS.
2. PROVIDE GALVANIZED CHAIN LINK FENCE 4'-0" (1.2m) HIGH INCLUDING CONCRETE POSTS, STEEL POSTS, CONCRETE FOUNDATION AND ASSOCIATED FITTINGS.
3. PROVIDE SODDING AFFECTED AREA AS REQUIRED.
NOTES :
1. LOCATION OF EXISTING UNDERGROUND UTILITY LINES ARE APPROXIMATE. THE
CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION OF THE UTILITY LINES AND SHALL
EXERCISE EXTREME CARE DURING EXCAVATION WORK. ANY UTILITY DAMAGE RESULTING
FROM THE CONTRACTOR'S EXCAVATION SHALL BE RESTORED TO ITS ORIGINAL
CONDITION.
2. PAVED & UNPAVED AREAS DISTURBED DURING CONSTRUCTION WORK SHALL BE
RESTORED TO ITS ORIGINAL CONDITION.
3. ALL EXISTING STRUCTURES AND SURFACE CONDITIONS IN THE WAY OF NEW
CONSTRUCTION SHALL BE REMOVED AND RESTORED TO ITS ORIGINAL CONDITION.
4. CHAIN LINK FENCE AND GATE ALL STEEL MENBER SHALL BE HOT DIP GALVANIZED IN
ACCORDANCE WITH JIS H 8641.
5. FENCE SHALL BE GROUNDED AT EACH FIXED GATE POST AND AT MAX 50m INTERVALS
ALONG THE FENCE (EXCEPT FOR STEEL POST FENCE).
6. IF THE REPLACEMENT IS NOT POSSIBLE, COORDINATE WITH PM THEN PROCEED WITH
REPAIR OF THE CONCRETE POST.
BUILDING/STRUCTURE
EXST
LEGEND :
DESCRIPTION
CONTOUR LINE
REMOVE
CHAIN LINK FENCE
NEW
HIGHLAND PARK
ROLL
IN
G H
EI
GHTS
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 8
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
Y
OK
OS
UK
A
KO
GY
O
CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
EP
AI
R
F
EN
C
ES
, T
ER
R
AC
E H
EI
G
H
TS
LX
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2 DEC '24
AS-BUILT
C
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SI
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L
AY
O U
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PL
AN
(T
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A N
D T
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SC
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: 1 /3
C-102
GRAPHIC SCALE
30M201005M
1/300
E
N W
W
SW
S
SE
N
N E
D2 C-102
SITE LAY OUT PLAN (TH03 AND TH04)
SCALE: 1/300
TH03,
REPLACE CHAIN LINK FENCE 4' HIGH
450LF, (137.2M) WITH NEW, SEE DET
TH04,
REPLACE CHAIN LINK FENCE 4' HIGH
500LF, (152.4M) WITH NEW, SEE DET
TH05
D4 C-506
D4 C-506
LOCATION MAP (TERRACE HEIGHTS)
SCALE: NOT TO SCALE
E
N W
W
SW
S
SE
N N E
SEE D2
C-102
TH10
TH01
TH04
TH06
TH05
TH07
TH08
TH09
TH02
TH03
AV
EN
UE
HIGHLAND PARK
ROLL
IN
G H
EI
GHTS
ROLLING HEIGHTS
ROLL
IN
G H
EIG
HTS
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 8
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
Y
OK
OS
UK
A
KO
GY
O
CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
EP
AI
R
F
EN
C
ES
, T
ER
R
AC
E H
EI
G
H
TS
LX
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2 DEC '24
AS-BUILT
C
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SI
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L
AY
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PL
AN
(T
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A N
D T
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SC
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: 1 /3
C-103
GRAPHIC SCALE
30M201005M 1/300
E
N W
W
SW
S
SE
N N E
D1 C-103
SITE LAY OUT PLAN (TH05 AND TH06)
SCALE: 1/300
TH05,
REPLACE CHAIN LINK FENCE 4' HIGH
975LF, (297.2M) WITH NEW, SEE DET
TH06,
REPLACE CHAIN LINK FENCE 4' HIGH
250LF, (76.2M) WITH NEW, SEE DET
TH04
D4 C-506
D4 C-506
LOCATION MAP (TERRACE HEIGHTS)
SCALE: NOT TO SCALE
E
N W
W
SW
S
SE
N N E
SEE D1
C-103
TH10
TH01
TH03
TH04
TH06
TH05
TH07
TH08
TH09
PA
TT
ER
SO
N
ROLLING HEIGHTS
ROLLING HEIGHTS
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 8
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
Y
OK
OS
UK
A
KO
GY
O
CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
EP
AI
R
F
EN
C
ES
, T
ER
R
AC
E H
EI
G
H
TS
LX
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2 DEC '24
AS-BUILT
C
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SI
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L
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O U
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PL
AN
(T
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A N
D T
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SC
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: 1 /3
C-104
GRAPHIC SCALE
30M201005M 1/300
E
N W
W
SW
S
SE
N N E
D1 C-104
SITE LAY OUT PLAN (TH07 AND TH08)
SCALE: 1/300
TH07,
REPLACE CHAIN LINK FENCE
4' HIGH 225LF, (68.6M)
WITH NEW, SEE DET
TH08,
REPLACE CHAIN LINK FENCE
4' HIGH 100LF, (30.5M)
WITH NEW, SEE DET
TH05
D4 C-506
D4 C-506
LOCATION MAP (TERRACE HEIGHTS)
SCALE: NOT TO SCALE
E
N W
W
SW
S
SE
N
N E
SEE D1
C-104
TH10
TH01
TH03
TH04
TH06
TH05
TH07
TH08
A V E N U E
RO
LL
IN
G H
EI
GHT
S
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 8
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
Y
OK
OS
UK
A
KO
GY
O
CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
EP
AI
R
F
EN
C
ES
, T
ER
R
AC
E H
EI
G
H
TS
LX
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2 DEC '24
AS-BUILT
C
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SI
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L
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PL
AN
(T
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A N
D T
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SC
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: 1 /3
C-105
GRAPHIC SCALE
30M201005M 1/300
E
N W
W
SW
S
SE
N N E
D1 C-105
SITE LAY OUT PLAN (TH09 AND TH10)
SCALE: 1/300
TH09,
REPLACE CHAIN LINK FENCE
4' HIGH 250LF, (76.2M)
WITH NEW, SEE DET
TH10,
REPLACE CHAIN LINK FENCE
4' HIGH 450LF, (137.2M)
WITH NEW, SEE DET D4
C-506
D4 C-506
LOCATION MAP (TERRACE HEIGHTS)
SCALE: NOT TO SCALE
E
N W
W
SW
S
SE
N N E
SEE D1
C-105
TH10
TH01
TH03
TH04
TH06
TH05
TH07
TH08
(M
AX
50 GL80
1, 1, (IN
TE
R M
ED
IA
TE
(E N
D A
N D
C O
R N
ER
CONCRETE POST TYPICAL DETAIL
SCALE: 1/10
CONC. POST
21-8-20
2-D16 REINF
BARS
6Ø ROUND
ROD @305
2,000 2,000
TOP RAIL
38.1Ø x 1.6
BOTTOM RAIL
38.1Ø x 1.6
LATERAL ANNEALING
4.0Ø
50.8Ø x 1.6
FENCE POLE
50.8Ø x 1.6
FENCE POLE
1, 1, ELEVATION
SCALE: 1/10
"A"
6Ø TIE BAR
2-D16 REINF
BARS
SECTION "A"
CORNER POST POST ADJ TO CORNER AND GATE POST
TOP RAIL
DIAGONAL
BRACE
25 x 4.5 THK.
TENSION BAR
BOTTOM RAIL
BRACES FOR CORNER POST
SCALE: NOT TO SCALE
C-506SEE 2
C-506SEE
ANCHOR CLIPS
4EA MIN
DIGONAL BRACE
C-506SEE
C-506SEE
CONTINUOS GAUGE
NO.6 TENSION WIRE
(OMIT WHERE
BOTTOM BRACE ARE
INSTALLED)
DETAIL 1
DETAIL 3
DETAIL 2
DETAIL 4
"A"
CONC POST RAIL CONNECTION TYPICAL DETAILS
SCALE: NOT TO SCALE
PLAN & SECTION "A"
90 x 50 x 50 x 6
ANCHOR CLIP
12Ø BOLTS
4.5 x 25
TENSION
BAR
GREASE PORTION OF RAIL
IN SLOTTED HOLE & FILL
HOLE WITH GROUT (ADJUST
HOLE DIRECTION FOR
POSTS TO BE INSTALLED IN
SLOPING GRADES)
NO.6 CONTINUOUS GAUGE
TENSION WIRE
20Ø PIPE SLEEVE
12Ø BOLTS
90 x 50 x 50 x 6
ANCHOR CLIP
42.7Ø x 2.3 TOP
RAIL
42.7Ø x 2.3
DIAGONAL BRACE
4.5 x 25 TENSION
BAR
90 x 50 x 50 x 6
ANCHOR CLIP
12Ø BOLTS
TIES #2 (60)
@305 (1ft) O.C
90 x 50 x 50 x 6
ANCHOR CLIP
CHAIN LINK
TENSION BAR
12Ø BOLTS
TENSION
BAR
90 x 50 x 50 x 6
ANCHOR CLIP
42.7Ø x 2.3 TOP
RAIL
42.7Ø x 2.3
HORIZONTAL
BRACE
0(
IN
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R M
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IA
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)7
(E
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D C
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GL
SILICON BRONZE U-BOLT
CHAIN LINK WIRE WIRE
NETTING 4.0Ø x 50
SOFT DRAWN STRANDED
BARE COPPER, TINNED
TENSION WIRE
14Ø X 1,500
GROUNDING ROD
42.7Ø X 2.3
HORIZONTAL
BRACE
CHAIN LINK WIRE
NETTING 3.2Ø X 50
TOP RAIL
38.1Ø x 1.6
CHAIN LINK WIRE
50.8Ø x 1.6
FENCE POLE
BOTTOM RAIL
CONCRETE
Fc=21MPa
GRAVEL BASE
CONCRETE
Fc=21MPa
GRAVEL BASE
D4 C-506
4'-0" HIGH FENCE AND GATE DETAILS (TYPE-1 : CONC POST)
SCALE: AS SHOWN
B2 C-506
4'-0" HIGH FENCE AND GATE DETAILS (TYPE-2 : STEEL POST)
SCALE: 1/10
SECTION
SCALE: 1/10
F1 C-506
CRACK/SPALL REPAIR DETAIL FOR CONC POST
SCALE: AS SHOWN
LESS THAN 1.0MM CRACK WIDTH 1.0MM OR MORE CRACK WIDTH SPALLING
10 (MIN) 10 (MIN)
(M
IN
FLASTIC EPOXY
SEALANT
EXST CONC SURFACE
V-CUT
EPOXY PRIMER (0.4kg/m2)
EXST CONC SURFACE
ELASTIC EPOXY SEALANT
ANTICORROSIVE
EPOXY PRIMER (0.4kg/m2)
EXST CONC SURFACE
REMOVE RUST OF EXST REBAR
ELASTIC EPOXY SEALANT OR
POLYMER CEMENT
165 TOP
185 BOTTOM
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 8
FA5270-17-D-0009
KA
D
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A
AI
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A, J
AP
AN
Su bm itt ed b y:
SU
MI
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KOGYO CO.,LTD.
R
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C-506
GRAPHIC SCALE
LXEZ204782
SHT. NO.SEQ. NO. DRAWINGTITLE
GENERAL NOTES
KADENA AIR BASE, OKINAWA, JAPAN
E
N W
W
SW
S
SE
N N E
KADENA
AIR BASE
REPAIR FENCES, WASHINGTON HEIGHTS
ABBREVIATION
TARGET DESIGNATIONS
1. UNLESS OTHERWISE INDICATED OR SPECIFIED ALL DIMENSIONS SHOWN IN THE
DRAWINGS ARE IN MILLIMETERS.
2. UNLESS OTHERWISE INDICATED OR SPECIFIED ANY EXISTING CONSTRUCTION NOT
SHOWN IN THE DRAWINGS SHALL REMAIN.
3. UNLESS OTHERWISE SPECIFICALLY INDICATED, ALL HEAVY LINES INDICATE NEW
WORK AND LIGHT LINES INDICATE EXISTING.
4. MINOR MATERIALS AND WORK NOT SPECIFICALLY MENTIONED BUT NECESSARY
FOR THE PROPER COMPLETION OF WORK SHALL BE FURNISHED WITHOUT COST TO
THE GOVERNMENT.
E
N W
W
SW
S
SE
N
N E
LOCATION MAP
G-001 1 OF 7 TITLE, SCHEDULE OF DRAWINGS, LOCATION MAP, ABBREVIATION, GENERAL NOTES AND TARGET DESIGNATIONS
G-002 2 OF 7 VICINITY MAP
REFERENCE
NORTH DIRECTIONTITLE SYMBOLS
A3 G-001
A1 G-001
SECTION TARGET
A2 G-001
ELEVATION TARGET
NUMBER
INDICATES SECTION
SHEET NUMBER WHERE
SECTION IS DRAWN
NUMBER
INDICATES SECTION
SHEET NUMBER WHERE
SECTION IS DRAWN
DETAIL TARGET
NUMBER
INDICATES DETAIL
SHEET NUMBER WHERE
DETAIL IS DRAWN
MATCHLINE
LOCATION OF
ADJACENT DRAWING
MATCHLINE
MATCHLINE FOR CONT.
SEE SHEET C-2
B2
CS201
DRAWING TITLE
SCALE: 1:100
C-101
C-102
C-103
C-104
C-505
SITE LAY OUT PLAN (WH01 AND WH02), SCOPE OF WORK, LEGEND AND NOTES
SITE LAY OUT PLAN (WH03)
SITE LAY OUT PLAN (WH04)
SITE LAY OUT PLAN (WH04)
DETAILS
& AND
@ AT
CONC CONCRETE
Ø DIAMETER
D DEFORMED STEEL BAR DIAMETER
DET DETAIL
ELEC ELECTRICAL
EXST EXISTING
' FEET
FC SPECIFIED COMPRESSIVE STRENGTH
GALV GALVANIZED
GL GROUND LINE
i INCLINATION
JIS JAPANESE INDUSTRIAL STANDARDS
kg/m KILOGRAM SQUARE METERS 2
LF LINEAR FEET
m, M METER
MAX MAXIMUM
mm, MM MILLIMETER MPa MEGA-PASCAL
#, NUMBER
OC ON CENTER
PVC POLYVINYL CHLORIDE
STL STEEL
SUS STEEL USE STAINLESS
TYP TYPICAL
THK THICKNESS
W/ WITH
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 7
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
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O ki na wa O ffi ce
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-8
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F A
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-9
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O ki na wa
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IN
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SUMIJU YOKOSUKA
KOGYO CO.,LTD.
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AS
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2 DEC '24
AS-BUILT
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C H
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S, L
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AP
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EN
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S C
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G-001
KEN ASATO
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
VICINITY MAP
WH02
WH01
WH05
WH03
WH04
GATE 1
KADENA AIR BASE
SCALE: NOT TO SCALE
E
N W
W
SW
S
SE
N
N E
WASHINGTON HEIGHTS
SEAVER CIC
M
CALLISTER CT
BROWN CIR
MCCONNEL LOOP
MCCONNEL LOOP
SC
H
LEG
EL R
D
KINCHELO
B ST
MCCONNEL LOOP
VINCENT AVE
LO
VE CIR
M
AHURN ST
FOSTER CIR
ADAMS AVE
NAVAJO ST
SIMLER ST
ROYAL DR
LE
VI
TO
W
A
VE
SCHLEG
EL RD
FH SMITH DR
JACKSO
N ST
FLEMING AVE
SIJAN ST
WIL BANKS ST
JACKS ST
MCKENNON AVE
ROYAL DR
SIM
LER ST
ZEAMER ST
PHOENIX AVE
C-101
C-102
C-103
C-104
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 7
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
Y
OK
OS
UK
A
KO
GY
O
CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
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R
F
EN
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AS
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IN
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TO
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2 DEC '24
AS-BUILT
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AL
VI
C
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AP
SC
AL
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: N O
T
TO
S C
AL
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C
K
EN
O N
FLEMING A
VENUE
M
CKENNO
N AVE
FLEMING AVE
SIJAN ST
JACKSO
N ST
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 7
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
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OK
OS
UK
A
KO
GY
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CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
EP
AI
R
F
EN
C
ES
, W
AS
H
IN
G
TO
N H
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G
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LX
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2 DEC '24
AS-BUILT
C
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SI
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L
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O U
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PL
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(W
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A N
D W
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SC
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W O
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: 1 /3
C-101
GRAPHIC SCALE
30M201005M
1/300
E
N W
W
SW
S
SE
N N E
D1 C-101
SITE LAY OUT PLAN (WH01 AND WH02)
SCALE: 1/300
WH01,
REPLACE CHAIN LINK FENCE
4' HIGH 800LF, (243.8M)
WITH NEW, SEE DET
WH02,
REPLACE CHAIN LINK FENCE
4' HIGH 925LF, (281.9M)
WITH NEW, SEE DET
LOCATION MAP (WASHINGTON HEIGHTS)
SCALE: NOT TO SCALE
SEE D1
C-101
B2 C-505
B2 C-505
WH02
WH03
WH05
WH04
WH01
E
N W
W
SW
S
SE
N N E
SCOPE OF WORK :
1. REMOVE AND DISPOSE EXISTING CHAIN LINK FENCE INCLUDING CONCRETE POSTS, STEEL
POSTS, CONCRETE FOUNDATION AND ASSOCIATED FITTINGS.
2. PROVIDE GALVANIZED CHAIN LINK FENCE 4'-0" (1.2m) HIGH INCLUDING CONCRETE POSTS, STEEL POSTS, CONCRETE FOUNDATION AND ASSOCIATED FITTINGS.
3. PROVIDE SODDING AFFECTED AREA AS REQUIRED.
NOTES :
BUILDING/STRUCTURE
DESCRIPTION
CONTOUR LINE
CHAIN LINK FENCE
TREE
1. LOCATION OF EXISTING UNDERGROUND UTILITY LINES ARE APPROXIMATE. THE
CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION OF THE UTILITY LINES AND SHALL
EXERCISE EXTREME CARE DURING EXCAVATION WORK. ANY UTILITY DAMAGE
RESULTING FROM THE CONTRACTOR'S EXCAVATION SHALL BE RESTORED TO ITS
ORIGINAL CONDITION.
2. PAVED & UNPAVED AREAS DISTURBED DURING CONSTRUCTION WORK SHALL BE
RESTORED TO ITS ORIGINAL CONDITION.
3. ALL EXISTING STRUCTURES AND SURFACE CONDITIONS IN THE WAY OF NEW
CONSTRUCTION SHALL BE REMOVED AND RESTORED TO ITS ORIGINAL CONDITION.
4. CHAIN LINK FENCE AND GATE ALL STEEL MENBER SHALL BE HOT DIP GALVANIZED IN
ACCORDANCE WITH JIS H 8641.
5. FENCE SHALL BE GROUNDED AT EACH FIXED GATE POST AND AT MAX 50m INTERVALS
ALONG THE FENCE (EXCEPT FOR STEEL POST FENCE).
6. IF THE REPLACEMENT IS NOT POSSIBLE, COORDINATE WITH PM THEN PROCEED WITH
REPAIR OF THE CONCRETE POST.
EXST
LEGEND :
REMOVE NEW
TER
RAC
E
JACKSO
N ST
N
AV
AJ
O
S T
LEVITOW AVE
NAVAJO ST
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 7
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
Y
OK
OS
UK
A
KO
GY
O
CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
EP
AI
R
F
EN
C
ES
, W
AS
H
IN
G
TO
N H
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G
H
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LX
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2 DEC '24
AS-BUILT
C
IV
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SI
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L
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PL
AN
(W
H
SC
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: 1 /4
C-102
GRAPHIC SCALE
40M3020104M 0 1/400
E
N W
W
SW
S
SE
N
N E
D1 C-102
SITE LAY OUT PLAN (WH03)
SCALE: 1/400
WH03,
REPLACE CHAIN LINK FENCE
4' HIGH 1,350LF, (411.5M)
WITH NEW, SEE DET B2
C-505
LOCATION MAP (WASHINGTON HEIGHTS)
SCALE: NOT TO SCALE
SEE
D1
C-102
WH02
WH03
WH05
WH04
WH01
E
N W
W
SW
S
SE
N
STREET
ZE
AM
ER
S
T
SC
H
LEG
EL R
D
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 7
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
Y
OK
OS
UK
A
KO
GY
O
CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
EP
AI
R
F
EN
C
ES
, W
AS
H
IN
G
TO
N H
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2 DEC '24
AS-BUILT
C
IV
IL
SI
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L
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O U
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PL
AN
(W
H
SC
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: 1 /3
C-103
GRAPHIC SCALE
30M201005M 1/300
E
N W
W
SW
S
SE
N N E
D1 C-103
SITE LAY OUT PLAN (WH04)
SCALE: 1/300
TH04,
REPLACE CHAIN LINK FENCE
4' HIGH 575LF, (175.3M)
WITH NEW, SEE DET B2
C-505
LOCATION MAP (WASHINGTON HEIGHTS)
SCALE: NOT TO SCALE
SEE
D1
C-103
WH02
WH03
WH05
WH04
WH01
E
N W
W
SW
S
SE
N
FH SMITH DR
JACKSO
N ST
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 7
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
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OK
OS
UK
A
KO
GY
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CO
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O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
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O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
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AI
R
F
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C
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AS
H
IN
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N H
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LX
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2 DEC '24
AS-BUILT
C
IV
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SI
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L
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O U
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PL
AN
(W
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SC
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: 1 /3
C-104
GRAPHIC SCALE
30M201005M 1/300
E
N W
W
SW
S
SE
N N E
D2 C-104
SITE LAY OUT PLAN (WH05)
SCALE: 1/300
WH05,
REPLACE CHAIN LINK FENCE
4' HIGH 225LF, (68.6M)
WITH NEW, SEE DET D4
C-505
LOCATION MAP (WASHINGTON HEIGHTS)
SCALE: NOT TO SCALE
SEE
D2
C-104
WH02
WH03
WH05
WH04
WH01
E
N W
W
SW
S
SE
N
(M
AX
50 GL80
1, 1, (IN
TE
R M
ED
IA
TE
(E N
D A
N D
C O
R N
ER
CONCRETE POST TYPICAL DETAIL
SCALE: 1/10
CONC. POST
21-8-20
2-D16 REINF
BARS
6Ø ROUND
ROD @305
2,000 2,000
TOP RAIL
38.1Ø x 1.6
BOTTOM RAIL
38.1Ø x 1.6
LATERAL ANNEALING
4.0Ø
50.8Ø x 1.6
FENCE POLE
50.8Ø x 1.6
FENCE POLE
1, 1, ELEVATION
SCALE: 1/10
"A"
6Ø TIE BAR
2-D16 REINF
BARS
SECTION "A"
CORNER POST POST ADJ TO CORNER AND GATE POST
TOP RAIL
DIAGONAL
BRACE
25 x 4.5 THK.
TENSION BAR
BOTTOM RAIL
BRACES FOR CORNER POST
SCALE: NOT TO SCALE
C-505SEE 2
C-505SEE
ANCHOR CLIPS
4EA MIN
DIGONAL BRACE
C-505SEE
C-505SEE
CONTINUOS GAUGE
NO.6 TENSION WIRE
(OMIT WHERE
BOTTOM BRACE ARE
INSTALLED)
DETAIL 1
DETAIL 3
DETAIL 2
DETAIL 4
"A"
CONC POST RAIL CONNECTION TYPICAL DETAILS
SCALE: NOT TO SCALE
PLAN & SECTION "A"
90 x 50 x 50 x 6
ANCHOR CLIP
12Ø BOLTS
4.5 x 25
TENSION
BAR
GREASE PORTION OF RAIL
IN SLOTTED HOLE & FILL
HOLE WITH GROUT (ADJUST
HOLE DIRECTION FOR
POSTS TO BE INSTALLED IN
SLOPING GRADES)
NO.6 CONTINUOUS GAUGE
TENSION WIRE
20Ø PIPE SLEEVE
12Ø BOLTS
90 x 50 x 50 x 6
ANCHOR CLIP
42.7Ø x 2.3 TOP
RAIL
42.7Ø x 2.3
DIAGONAL BRACE
4.5 x 25 TENSION
BAR
90 x 50 x 50 x 6
ANCHOR CLIP
12Ø BOLTS
TIES #2 (60)
@305 (1ft) O.C
90 x 50 x 50 x 6
ANCHOR CLIP
CHAIN LINK
TENSION BAR
12Ø BOLTS
TENSION
BAR
90 x 50 x 50 x 6
ANCHOR CLIP
42.7Ø x 2.3 TOP
RAIL
42.7Ø x 2.3
HORIZONTAL
BRACE
0(
IN
TE
R M
ED
IA
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)7
(E
N D
A N
D C
O R
N
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GL
SILICON BRONZE U-BOLT
CHAIN LINK WIRE WIRE
NETTING 4.0Ø x 50
SOFT DRAWN STRANDED
BARE COPPER, TINNED
TENSION WIRE
14Ø X 1,500
GROUNDING ROD
42.7Ø X 2.3
HORIZONTAL
BRACE
CHAIN LINK WIRE
NETTING 3.2Ø X 50
TOP RAIL
38.1Ø x 1.6
CHAIN LINK WIRE
50.8Ø x 1.6
FENCE POLE
BOTTOM RAIL
CONCRETE
Fc=21MPa
GRAVEL BASE
CONCRETE
Fc=21MPa
GRAVEL BASE
D4 C-505
4'-0" HIGH FENCE AND GATE DETAILS (TYPE-1 : CONC POST)
SCALE: AS SHOWN
B2 C-505
4'-0" HIGH FENCE AND GATE DETAILS (TYPE-2 : STEEL POST)
SCALE: 1/10
SECTION
SCALE: 1/10
F1 C-505
CRACK/SPALL REPAIR DETAIL FOR CONC POST
SCALE: AS SHOWN
LESS THAN 1.0MM CRACK WIDTH 1.0MM OR MORE CRACK WIDTH SPALLING
10 (MIN) 10 (MIN)
(M
IN
FLASTIC EPOXY
SEALANT
EXST CONC SURFACE
V-CUT
EPOXY PRIMER (0.4kg/m2)
EXST CONC SURFACE
ELASTIC EPOXY SEALANT
ANTICORROSIVE
EPOXY PRIMER (0.4kg/m2)
EXST CONC SURFACE
REMOVE RUST OF EXST REBAR
ELASTIC EPOXY SEALANT OR
POLYMER CEMENT
165 TOP
185 BOTTOM
M ar k R ev is io n
D at e M ar k
R ev is io n D at e
Date:
SUBMITTAL
SHEET:
CONTRACT NUMBER
SHEET REFERENCE NO.
OF 7
FA5270-17-D-0009
KA
D
EN
A
AI
R
B
N
AW
A, J
AP
AN
Su bm itt ed b y:
SU
MI
JU
Y
OK
OS
UK
A
KO
GY
O
CO
.,L
TD
O ki na wa O ffi ce
4-
-1
, M iy az
L : 0
-8
-5
F A
X : 0
-9
-5
O ki na wa
-C tiy
, O K
IN
AW
A, J
-2
SUMIJU YOKOSUKA
KOGYO CO.,LTD.
R
EP
AI
R
F
EN
C
ES
, W
AS
H
IN
G
TO
N H
EI
G
H
TS
LX
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2 DEC '24
AS-BUILT
C
IV
IL
D
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AI
LS
SC
AL
E : A
S
SH
O W
N
C-505
GRAPHIC SCALE
| LXEZ204776 All Drawings |
| 01_LXEZ204776G-001 |
| 02_LXEZ204776G-002 |
| 03_LXEZ204776C-101 |
| 04_LXEZ204776C-102 |
| 05_LXEZ204776C-103 |
| 06_LXEZ204776C-104 |
| 07_LXEZ204776C-105 |
| 08_LXEZ204776C-106 |
| 09_LXEZ204776C-507 |
| LXEZ204777 All Drawings |
| 01_LXEZ204777G-001 |
| 02_LXEZ204777G-002 |
| 03_LXEZ204777C-101 |
| 04_LXEZ204777C-102 |
| 05_LXEZ204777C-103 |
| 06_LXEZ204777C-104 |
| 07_LXEZ204777C-105 |
| 08_LXEZ204777C-506 |
| LXEZ204781 All Drawings |
| 01_LXEZ204781G-001 |
| 02_LXEZ204781G-002 |
| 03_LXEZ204781C-101 |
| 04_LXEZ204781C-102 |
| 05_LXEZ204781C-103 |
| 06_LXEZ204781C-104 |
| 07_LXEZ204781C-105 |
| 08_LXEZ204781C-506 |
| LXEZ204782 All Drawings |
| 01_LXEZ204782G-001 |
| 02_LXEZ204782G-002 |
| 03_LXEZ204782C-101 |
| 04_LXEZ204782C-102 |
| 05_LXEZ204782C-103 |
| 06_LXEZ204782C-104 |
| 07_LXEZ204782C-505 |
File details come from the government source that posted it. Updated .