254426_Drawing_CIVIL.pdf
PDF 10 MB Posted
- Solicitation number
- W90VN824R0042
About this file
This document is a Request for Proposal (RFP) issued by the Department of the Army Materiel Command Army Contracting Command for the Improve 21I Maneuver Trail on CLFX, SLFC (PWO #254426) project. The RFP is limited to existing Area I & II General Construction Multiple Award Indefinite Delivery Indefinite Quantity (MAIDIQ) Contractors under Contract Numbers W91QVN-24-D-0001 through W91QVN-24-D-0107. The project involves improving the 21I maneuver Trail on CLFX and SLFC. The RFP does not provide further details on the specific products or services required, response dates, award dates, pricing terms, or set asides. The document appears to be a technical drawing associated with the project, but no other details are included in the provided materials.
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1 T - 1 1 OF 1 TITLE SHEET
CIVIL
T-1
TITLE SHEET
A
B C D
E F G H
SCHEDULE OF DRAWINGS
RING NO. RING NO.DWG. NO. DWG. NO.SHT. NO. SHT. NO.DESCRIPTION OF DRAWINGS DESCRIPTION OF DRAWINGSREF. NO. REF. NO.REVISION STATUS REVISION STATUS
SYMBOL BY
DESIGNED BY
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENERGY MANAGER
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
ENVIRONMENT
FORCE PROTECTION
CHOE, S M. STORY LFC, KOREA
LOCATION PLAN, GENERAL NOTES AND VICINITY MAP
INDEX PLAN, SPECIFIC NOTES AND SCOPE OF WORK
SITE LAYOUT PLAN - 1
SITE LAYOUT PLAN - 2
SITE LAYOUT PLAN - 3
PROFILE - 1
PROFILE - 2
SECTIONS - 1
SECTIONS - 2
STORY LFC, KOREA
FEWR NO. 254426
254426
GREEN SLOPE PROTECTION DETAIL
PROFILE - 3
SECTIONS - 3
SECTIONS - 4
MISC. DETAILS - 1
MISC. DETAILS - 2
IMPROVE 21I MANEUVER TRAIL ON CLFX IN SLFC
ON CLFX IN SLFC
IMPROVE 21I MANEUVER TRAIL
H-PILE W/ CON'C BEAM
C - 17
C - 16
C - 15
C - 14
C - 13
C - 12
C - 11
C - 10
C - 9
C - 8
C - 7
C - 6
C - 5
C - 4
C - 3
C - 2
C - 1
MISC. DETAILS - 317 OF 17
35.3
36.9
10.7
11.2
11.6
17.1
20.2
25.1
24.2
32.1
35.1
37.7
44.6
46.2
50.9
50.5
50.4
43.2
46.3
45.2
52.2
53.9
54.6 56.4
53.4
58.9
60.3
60.8
58.4
54.2
60.1
60.6
60.6
60.9
58.7
60.9
58.7
60.3
57.2
58.5
60.1
65.5
65.5
63.3
66.5
71.1
63.5
62.7
63.8
65.3
69.6
67.1
66.9
66.5
69.1
69.1
68.7
66.9
68.5
62.4
62.7
62.9
70.4
70.2
68.9
64.8
64.5
62.8
66.5
68.8
69.7
65.5
69.1
73.4
71.3
73.3
75.1
78.9
72.9
72.1
74.8
78.1
78.6
75.9
80.4
78.3
74.6
75.8
72.9
72.7
75.3
78.9
83.1
90.4
81.3 81.5
83.7 89.1
86.5
88.2
90.1
80.7
82.5
81.1
86.3
90.7
90.6
93.2
91.4
97.3
97.8
92.4
93.6
92.7
94.2
96.4
95.3
100.9
103.6
110.9
122.9
12.6
13.1
12.6
16.1
16.6
14.6
15.6
16.6
19.3
20.4
18.6
19.3
15.2
17.2
26.9
24.4
26.9
27.2
35.1
38.7
32.9
40.7
38.3 39.7
40.7
37.6
41.1
34.6
37.6
41.2
38.4
38.6
28.2
32.8
36.9
42.7
47.5
51.6
51.5
52.5
38.2
54.7
42.8
44.1
42.9
45.1
46.7
50.8
47.4
47.3
48.8
49.6
50.1
45.1
51.3
45.1
46.1
50.3
47.8
42.7
43.5
50.3
50.6
49.3
53.3
57.1
57.5
56.4
55.8
57.5
57.1
57.2
56.7
60.7
54.9
52.6
52.9
53.4
58.5
61.2
59.7
55.1
56.7
57.4
60.6
58.7
46.3
49.5
61.5
63.1
62.3
69.2
65.3
61.6
62.1
62.8
70.8
68.1
68.8
68.8
69.1
69.3
62.9
62.9
63.5 67.5
68.7
66.6
67.9
71.1
66.5
71.1
73.4
75.7
72.1
75.5
72.1
73.3
72.4
74.9
80.3
78.9
80.4
76.1
77.8
78.8
73.2
73.4
72.8 75.3
72.4
72.2
73.2
75.4
75.1
71.4
72.4
71.8
77.7
77.9
77.3
76.8
79.3
80.6
62.2
66.2
67.5
70.7
66.1
70.4
68.8
70.1
72.2
72.8
72.9 76.9
86.2
82.7
82.3
81.7
82.9
80.8
81.6
84.4
83.7
85.7
87.2
85.9
89.1
89.5
86.3
85.6
95.4
104.9
57.1
22.3
18.5
26.9
20.4
18.3
27.1
28.6 20.9
28.8
19.2
16.4
24.2
28.5
14.8
18.4
14.2
11.9
42.8
72.7
56.1
60.3
60.4
54.1
49.1
44.5
42.6 28.8
63.1 39.2
43.1
50.6
64.6
70.5
65.7
70.9
91.2
88.3
94.9
86.9
80.3
83.8
42.1
61.4
60.5
31.5
58.4
51.8
57.5 53.5 58.5
32.5
29.8
28.1
40.3
35.9
53.5
50.9
53.7
8.2
7.2
8.2
6.8
10.3
15.5
12.3
11.6
10.7
10.7
10.9
10.4
16.3
53.2
42.9
59.5
55.7
90.9
84.1
99.6
86.6
72.6
77.8
71.2
73.4
68.8
72.9
72.5
72.5
72.7 68.8
72.4
70.4
67.6
44.4
33.2
39.2
35.4 27.5
33.2
6.2
6.1
13.6
10.3
10.3
10.6
10.5
10.7
10.9
10.6
9.5
8.4
12.5
10.9
15.2
25.1
18.7
13.2
13.3
10.1
67.7
73.7
74.9
80.3
100.2
96.1
86.7
84.9
82.8
63.5
55.7
55.8
46.8
62.4
62.7
73.3 64.9
63.3
60.2
45.5
57.1
13.2
81.4
83.5
64.9
57.1
70.961.3
20.3
37.3
44.6
40.8
36.6
50.6
34.9
18.7
73.2
73.7
70.9
64.4
77.1
79.6
66.6
75.7
73.6
72.7
64.7
72.9
58.2
50.9
101.6
91.4
97.2
93.4
96.8
91.2
74.3
71.1
63.4
69.8
65.3
75.873.2
52.7
55.6
33.6
24.4
19.2
45.7
43.8
41.5
47.8
45.1
49.1
45.4
50.2
10.9
8.6
18.7
24.1
36.3
89.3 91.8
60.8
65.1
62.6
61.8
63.2
52.2
56.8
39.8
53.3
59.1
59.1
58.3
45.5
59.5
45.2
43.1
59.1
70.9
84.6 80.4
90.9
84.3
96.6
87.3
80.9
80.9 73.3
78.9
80.9
58.6
50.8
44.6
42.9
41.3
43.7
57.8
55.9
89.3
89.6
88.8
93.4
83.5
90.9
83.8
89.9
90.7
56.5
28.6
24.2
14.5
16.9
70.5
54.3
51.0
55.1
50.4
41.3
49.7
49.5
37.7
44.3
55.7
28.9
44.9
52.750.9
32.4
42.2
11.5
13.6
43.4
20.8
16.9
10.5
4.6
4.5
22.7
23.0
21.8
21.2
47.3
45.4
50.7
65.5
15.2
27.2
7.1
70.8
76.6
64.9
47.1
87.0
27.9
11.0
51.1
42.9
17.0
M
M
M
M
M
M
M
M
M
M
M
PANMUNJOM JSA
SWISS SWED CAMP
DMZ SOUTH HALF(GPO)
LIBERTY BELL
CP BONIFAS
FREEDOM BRIDGE
CP GREAVES
CP GARRY OWEN NORTH
CP GIANT
CHARLIE BLOCK
(H-112)
CP STANTON
CP HOWZE
SQD AREA ALPHA
KB-T-26
AIRMOBILE AREA BRAVOKB-T-26
KB-T-26
(HAN ESTUARY)
NEUTRAL ZONE
MUNSAN
KB-T-26
KB-T-26
KB-336
KB-T-26
RANGE
KANSAS
KB-350
PALMER RANGE
CAV-T-16
RANGE
OKLAHOMA
KB-351
KB-336
KB-318
CAV-T-16
ORT & FTX AREAHEAD
DRAGON
CAV-T-16
NORTH
AREA
SQD PLT
SOUTH
AREA
SQD PLT
CAV-T-16
KB-T-26
DAGMAR AREA
CAV-T-16
STORY IMPACT
KB-333
CAV 303
BULL'S EYE #2
PAPYONGSAN ATC
WGS-84
MDL
M D L
KB-312
N O
R T
H E
R N
B O
U N
D A
R Y
O F
M I L I T
A R
Y
S O
U T
H E
R N
B O
U N
D A
Y
D E
M I L I T
A R I Z E
D
D E
M A
R C
A T I
O N
L I
N E
CHOPYONG-DO
PAJU
CP EDWARDS
KUMCHON
CHANGPA-RI
POPWON
TAESONG-DONG
Z O
N E
D E
M I L I T
A R I Z E
D Z
O N E
VICINITY MAP
N0T TO SCALE
WARRIOR BASE
N
RANGE
STORY
I M J I
N
V E
R
IMJIN RIVER
HAN
RI
VE
R
H A
N
R I
V E R
CIVIL
CHOE, S M.
AS SHOWN
- 1
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
LOCATION PLAN
SCALE = 1 : 10,000
1:10,000
0 1,000M750500250
PROJECT SITE
N
STORY LFC, KOREA
GENERAL NOTES :
SUBMISSION OF CONTRACT PROPOSAL.
DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO
1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND
PRIOR TO COMMENCING WORK ON THE PROJECT.
INDICATED BY THE COR AND SHALL BE APPROVED BY THE COR
UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS
2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY
EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.
DISMANTLING, DEMOLISHING, OR REMOVING AT THE CONTRACTOR'S
TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/RESTORATION
COVERED WITH TOP SOIL AND SOLID SODDED.
4. ALL UNPAVED AREAS WITHIN THE GRADING LIMIT LINES SHALL BE
AND VICINITY MAP
LOCATION PLAN, GENERAL NOTES
C-1
254426
86.2
�209�
REPRESENTATIVE.
A CLEAN CONDITION ACCEPTABLE TO THE OWNER OR OWNER'S
MATERIALS, EQUIPMENT AND DEBRIS AND LEAVE THE PREMISES IN
ALL TIMES AND AT COMPLETION OF WORK, REMOVE ALL SURPLUS
8. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA CLEAN AT
ITEMS WHICH WILL INTERFERE WITH THE CONSTRUCTION OPERATIONS.
UNDER GROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER
CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS
5. THE SITE INDICATED ON THE DRAWINGS SHALL BE GRADED AND
ADDITIONAL COST.
EXISTING SITE CONDITIONS PRIOR TO START OF WORK AT NO
CHECK THE OTHER CONSTRUCTION REQUIREMENTS IN MEETING THE
FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO
7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY
ADDITIONAL COST.
EXISTING SITE CONDITIONS PRIOR TO START OF WORK AT NO
CHECK THE OTHER CONSTRUCTION REQUIREMENTS IN MEETING THE
FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO
7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY
TO THE PROJECT CONTRACT.
TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO ADDITIONAL COST
FORM ARE A PART OF THIS PROJECT. THE DETAILS WILL BE UTILIZED
OF THE CONSTRUCTION MANAGEMENT AGENCY, KOREA REGION OFFICE"
DRAWINGS, FOR O&MA PROJECTS, KOREA, OCTOBER 2014, DEPARTMENT
6. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL
ON CLFX IN SLFC
IMPROVE 21I MANEUVER TRAIL
con'c
56.490
CP2
86.245
CP1
CHOE, S M.
AS SHOWN
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
SCHEDULE #1 (REPAIR/MAINTENANCE)
AND SCOPE OF WORK
INDEX PLAN, SPECIFIC NOTES
PROTECTION.
4. PROTECT CUT SLOPE WITH 70MM THK GREEN SLPOE
- 2
INDEX PLAN
EARTH.
SHOULDER BY REMOVING TREES, FILLING AND CUTTING
WIDE CEMENT MIXED GRAVEL ROAD W/ 1.2M W ROAD
1. REPAIR BY WIDENING EXST GRAVEL ROAD TO 7.3M
254426
C-2
SEEDING.
5. PROTECT ROAD EMBANKMENT SLOPE W/ HYDRAULIC
OPEN DITCH AND 0.3M W STEEL GRATING DITCH.
2. UPGRADE DRAINAGE SYSTEM BY 0.5M W PC. CONC
3. THE POC FOR USER IS KIM, CHIN YONG(DSN:734-8507) AT CAMP WARRIOR BASE.
THE DETAIL QUANTITIES ARE VERIFIED BY CONTRACTOR'S OWN TOPOGRAPHIC SURVEY.
2. THE QUANTITY OF CONSTRUCTION IS PROVIDED FOR CONTRACTOR'S CONVENIENCE.
CONTRACTING OFFICER DURING THE SITE ORIENTATION.
SHALL BE DETERMINED, DESIGNATED AND COORDINATED WITH THE
1. THE CONTRACTOR'S HAUL ROUTE, STORAGE AND OPERATIONS AREA
* SPECIFIC NOTES:
STORY LFC, KOREA
87.68
88.30
88.50
88.61
88.89
87.90
87.14
87.46
87.50
88.03
87.81
87.17
87.55
87.41
87.38
87.10
87.04
87.32
87.28
86.83
86.60
85.19
84.98
84.83
84.78
82.68
79.75
77.94
78.15
76.20
69.99
69.46
66.18
65.87
51.47
50.71
52.53
53.36
57.12
71.43
66.21
82.73
81.86
82.14
80.50
80.12
80.94
80.85
80.52
77.65
76.57
74.51
73.42
69.40
64.46
58.48
61.55
54.08
51.62
49.44
49.42
53.48
50.99
56.75
55.83
56.46
55.83
55.18
55.13
55.29
55.35
53.67
53.93
51.45
56.75
61.23
62.75
69.27
75.28
80.94
82.65
80.56
47.89
47.11
46.22
48.77
54.14
86.16
86.24
86.38
86.40
86.39
86.39
86.45
86.47
86.50
86.51
86.62
86.70
86.75
86.75
86.70
86.66
86.58
86.50
86.47
86.43
86.42
86.44
86.45
86.45
86.43
86.3886.54
86.53
86.52 86.16
86.14
86.10
86.03
85.89
85.7885.77
85.74
85.28
85.51
85.81
85.91
86.08
85.99
86.02
86.16
86.14
86.17
86.26
86.26
84.60
83.99
83.65
83.66
83.77
83.90
84.29
84.77
83.28
83.67
85.33
85.10
85.14
85.32
85.45
85.62
85.76
85.76
86.14
86.06
86.12
85.96
85.87
86.62
85.79
85.64
85.43
84.80
84.23
83.42
82.69
81.72
80.94
80.29
79.68 79.06
78.41
78.10
78.27
78.66
79.34
79.69
79.59
78.88
77.91
77.19
76.13
75.25
74.30
73.88
73.24
72.59
73.00
72.29
71.79
72.43
71.70
71.32
70.80
70.02
69.13
69.06
68.40
68.22
67.28
67.16
66.32
66.25
65.43
64.74
64.70
64.42
63.55 63.55
62.89
62.61
61.81
61.98
61.03
61.02
60.27
60.39
59.78
59.63
58.90
59.00
58.31
58.29
57.49
57.59
56.96
56.75
56.47
55.90
55.34
54.87
55.03
55.28
55.19
54.83
54.32
53.94
53.33
52.27
51.59
50.60
49.61
48.72
47.87
46.73
45.83
44.86
43.88
42.76
42.09 41.25
40.53
39.70
38.98
38.11
37.96
38.28
37.72
37.37
37.43
36.87 36.80
37.08
36.39
36.07
36.06
35.48 35.45 35.58
34.69
34.47
34.48
33.93
33.51
33.43
33.09
32.74
32.78
32.15
32.18
32.41
31.90
31.82
31.77
31.48
32.14
33.00
33.94
34.94
35.90
36.55
37.26
38.08
38.98
39.61
40.31
41.45
43.19
44.27
44.47
45.44
45.74
47.72
49.15 49.70
49.25
52.49
53.17
53.81
55.26
55.64
54.71
54.23
56.30
55.46
54.23
53.06
51.49
51.24
51.58
52.05
52.02
55.45
55.65
56.29
56.99
57.81
58.49
59.34
60.31
61.61
62.73
64.02
64.83
66.51
68.45
69.39
70.42
71.37
71.84
71.83
73.03
73.39
74.65
75.78
77.47
81.56
80.31
79.24
78.11
77.19
76.09
75.04
74.13
73.22
72.19
71.22
70.29
73.56
73.10 73.22
72.52
72.22
71.73
71.39
71.0670.79
70.25
69.79
69.41
68.97 69.01
68.51
68.05
68.07
67.24 67.18
67.37
66.77
66.59
66.54
65.75 65.76 65.84
65.02
64.60
64.67
64.13
63.76
63.84
63.41
63.33
63.26
62.80
62.25
62.16 62.39
62.67
61.97
62.15
61.19
60.42
59.45
58.44
58.02
57.05
56.95
56.76
56.02
55.84
55.75
55.92
55.61
55.20
55.25
55.24
55.21
54.59
53.96
53.13
52.41
51.58
50.46
49.25
48.52
47.53
45.74
44.96
45.47
44.40
43.93
43.27
43.20
42.90
42.16
42.81
41.77
41.64
41.59
41.00
40.35
40.48
39.92
39.65
39.30
39.13
38.87 38.49
38.46
37.93
38.03
38.26
37.58 37.36
37.32
36.80
36.75
37.02
36.15
36.30
35.39
35.06
35.35
34.41
34.21
34.57
33.81
33.46
33.68
33.04
32.86
33.06
32.44
32.03
32.34
31.94
31.71
31.68
31.39
30.98
30.38
29.77
29.84
29.50
29.41
29.38
29.98
30.57
31.10 31.54
31.29
30.75
30.09
29.52
29.18
28.94
28.78
28.82
28.71
28.60
28.69
28.73
28.98
29.31
29.67
29.96
30.19
30.52
30.81
31.25
29.82
29.41
29.28
28.71
29.04
29.08
28.47
28.43
28.48
28.65
28.20
28.1728.35
28.11
28.06
27.44
27.54
27.38
27.55
27.55
27.76
27.87
27.93
28.19
30.16
30.25
30.30
30.35
30.08
30.16
29.73
29.71
28.38
28.58
28.82
29.00
28.61
28.65
28.19
28.12
27.81
27.75
26.17
26.13
26.11
26.02
26.77
26.89
26.71
26.46
26.42
26.38
26.31
25.90
25.90
25.84
27.80
28.09
28.00
28.40
28.86
28.60
30.38
30.86
30.27
30.59
31.35
32.97
34.10
35.10
36.33
37.12
37.93
38.72
39.83
40.09
41.12
41.54
41.36
40.39
39.05
38.29
37.44
32.67
34.15
36.10
38.25
38.07
39.89
40.68
41.97
44.40
42.16
41.26
44.59
45.25
44.56
44.70
47.00
48.16
46.14
46.73
49.71
47.86
47.05
48.60
50.51
51.50
51.70
51.43
55.57
59.24
63.70
67.28
72.82
78.11
82.07
82.92
83.81
84.69
85.30
85.66
85.79
86.35
86.35
86.32
86.05
86.17
86.30
86.30
86.33
86.42
86.49
86.58
86.65
86.64
86.71
86.82
86.74
86.72
86.65
86.59
86.45
86.39
86.30
86.40
86.26
86.42
86.61
86.38
86.55
86.54
84.25
84.07
83.72
83.75
83.95
84.27
84.75
85.77
86.33
86.51
86.40
86.22
85.88
85.67
85.07
84.71
83.92
83.34
83.17
83.25
83.90
84.91
85.64
86.11
86.24
86.38
84.31
82.58
80.92
80.24
77.22
74.71
73.15
70.72
72.55
74.06
73.63
74.46
77.40
77.92
56.49
26.02 con'c
IN:27.38
OUT:26.77
0.15
.2
0.150.3
.3
0.15
.2
0.150.4
.4
56.490
CP2
86.245
CP1
86.25
0+000
0+120
0+140
0+160
C-3
C-4
C-5
SCALE = 1 : 500
1:500
0 40M302010
ON CLFX IN SLFC
IMPROVE 21I MANEUVER TRAIL
SCHEDULE #2 (CONSTRUCT/ALTERATION)
2. INSTALL SIGN POST.
AND CON'C BEAM.
1. CONSTRUCT GABION RETAINING WALL W/ H-PILE
CON'C WING WALL.
3. REPLACE ONE(1) BOX-CULVERT, CON'C APRON AND
7. REMOVE EXST WOOD GUARD RAIL AND CON'C DTCH.
6. REPLACE VEHICLE GUARD RAIL.
ROAD SHOULDER
1.2M WIDE
DITCH, APPROX. 241.0 LM
0.5M W PC CON'C OPEN
PC CON'C OPEN DITCH
BEG. 0.5M W
STA 0-000.00
LIMIT SIGN POST
DIRECTION AND SPEED
CIVIL
CHOE, S M.
AS SHOWN
STORY LFC, KOREA
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
- 3
SITE LAYOUT PLAN - 1
SITE LAYOUT PLAN - 1
1:250
0 20M15105
SCALE = 1 : 250
C-3
254426
N
87.46
87.50
88.03
87.81
87.17
87.55
87.41
87.38
87.10
87.04
87.32
87.28
86.83
86.60
85.19
84.98
84.83
84.78
82.68
79.75
77.94
78.15
76.20
69.99
69.46
66.18
82.73
81.86
82.14
80.50
80.12
80.94
80.85
80.52
77.65
76.57
80.94
82.65
80.56
86.16
86.24
86.38
86.40
86.39
86.39
86.45
86.47
86.45
86.45
86.43
86.3886.54
86.53
86.52 86.16
86.14
86.10
86.03
85.81
85.91
86.08
84.77
86.14
86.06
86.12
85.96
85.87
86.62
85.79
85.64
85.43
84.80
84.23
83.42
82.69
81.72
80.94
80.29
79.68 79.06
78.41
78.10
78.27
78.66
79.34
79.69
79.59
78.88
77.91
77.19
76.13
75.25
74.30
73.88
73.24
72.59
73.00
72.29
71.79
72.43
71.70
71.32
70.80
70.02
69.39
70.42
71.37
71.84
71.83
73.03
73.39
74.65
75.78
77.47
81.56
80.31
79.24
78.11
77.19
76.09
75.04
74.13
73.22
72.19
71.22
70.29
73.56
73.10 73.22
72.52
72.22
71.73
71.39
71.0670.79
70.25
69.79
72.82
78.11
82.07
82.92
83.81
84.69
85.30
85.66
85.79
86.35
86.35
86.32
86.05
86.17
86.30
86.30
86.33
86.42
86.49
86.45
86.39
86.30
86.40
86.26
86.42
86.61
83.75
83.95
84.27
84.75
85.77
86.33
86.51
86.40
86.22
85.88
85.67
85.07
84.71
83.92
83.34
83.17
83.25
83.90
84.91
85.64
86.11
86.24
86.38
84.31
82.58
80.92
80.24
77.22
74.71
73.15
70.72
72.55
74.06
73.63
74.46
77.40
77.92
86.25
0+000
0+120
PT STA 0+031.094
PC STA 0+015.000
Lc= 16.091 T = 8.318 R = 25.75 = 35° 48' 11" E 183,946.369 N 596,266.814
PI #2
E 183,936.467 N 596,245.700
BEG ROAD
STA 0+000
PI #1
PT STA 0+122.567
PC STA 0+108.419
Lc= 14.148 T = 7.719 R = 14.25 = 56° 53' 09" E 184,027.969 N 596,312.176
PI #3
L=23.321 N 25°-07'-37"E
L=93.361 N 60°-55'-47"E
L=47.770 N 04°-02'-39"E
ON CLFX IN SLFC
IMPROVE 21I MANEUVER TRAIL
PC CON'C OPEN DITCH
BEG. 0.5M W
STA 0-025.710
ON THE CUT SLOPE,APPROX. 610.0 SM
70MM THK GREEN SLPOE PROTECTION
DITCH, APPROX. 9.8 LM
0.3M W STEEL GRATING
APROX. 55.0 LM
REMOVE WOOD GUARD RAIL,
APPROX. 1,130.0 SM
W/ 15% CEMENT MIXED,
7.30M W GRAVEL PAVEMENT
STA 0+078.00
BEG. VEHICLE GUARD RAIL
APPROX. 62.0 LM
VEHICLE GUARD RAIL,
ROAD SHOULDER
1.2M WIDE
CIVIL
CHOE, S M.
AS SHOWN
STORY LFC, KOREA
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
1:250
0 20M15105
SCALE = 1 : 250
C-4
254426
SITE LAYOUT PLAN - 2
SITE LAYOUT PLAN - 2
N
51.47
50.71
52.53
53.36
57.12
74.51
73.42
69.40
64.46
58.48
61.55
54.08
51.62
49.44
49.42
53.48 56.46
55.83
55.18
55.13
55.29
55.35
53.67
53.93
51.45
61.23
62.75
47.11
46.22
48.77
54.14
69.13
69.06
68.40
68.22
67.28
67.16
66.32
66.25
65.43
64.74
64.70
64.42
63.55 63.55
62.89
62.61
61.81
61.98
61.03
61.02
60.27
60.39
59.78
59.63
58.90
59.00
58.31
58.29
57.49
57.59
56.96
56.75
56.47
55.90
55.34
54.87
55.03
55.28
55.19
54.83
54.32
53.94
53.33
52.27
51.59
50.60
49.61
48.72
49.15 49.70
49.25
52.49
53.17
53.81
55.26
55.64
54.71
54.23
56.30
55.46
54.23
53.06
51.49
51.24
51.58
52.05
52.02
55.45
55.65
56.29
56.99
57.81
58.49
59.34
60.31
61.61
62.73
64.02
64.83
66.51
68.45
69.41
68.97 69.01
68.51
68.05
68.07
67.24 67.18
67.37
66.77
66.59
66.54
65.75 65.76 65.84
65.02
64.60
64.67
64.13
63.76
63.84
63.41
63.33
63.26
62.80
62.25
62.16 62.39
62.67
61.97
62.15
61.19
60.42
59.45
58.44
58.02
57.05
56.95
56.76
56.02
55.84
55.75
55.92
55.61
55.20
55.25
55.24
55.21
54.59
53.96
53.13
52.41
51.58
50.46
49.25
48.52
55.57
59.24
63.70
67.28
56.49
0+140
0+160
PT STA 0+192.833
PC STA 0+125.977
Lc= 66.856 T = 36.641 R = 65.75 = 58° 15' 35" E 184,031.338 N 596,359.827
PI #4
PT STA 0+271.724
PC STA 0+268.085
Lc= 3.639 T = 1.825 R = 20.00 = 10° 25' 33" E 184,132.027 N 596,412.681
PI #4
L=47.770 N 04°-02'-39"E
L=113.718 N 62°-18'-14"E
ON CLFX IN SLFC
IMPROVE 21I MANEUVER TRAIL
STA 0+168.38
W/ H-PILE AND CON'C BEAM
BEG. GABION RET. WALL
STA 0+214.25
W/ H-PILE AND CON'C BEAM
END. GABION RET. WALL
H-PILE AND CON'C BEAM, APPROX. 48.0 LM
CONSTRUCT GABION RET. WALL(2-3M H) W/
APPROX. 1,042.0 SM
W/ 15% CEMENT MIXED,
7.30M W GRAVEL PAVEMENT
DITCH, APPROX. 9.8 LM
0.3M W STEEL GRATING
DITCH, APPROX. 9.8 LM
0.3M W STEEL GRATING
LIMIT SIGN POST
DIRECTION AND SPEED
APROX. 127.0 LM
REMOVE WOOD GUARD RAIL,
APROX. 77.0 LM
REMOVE EXST CON'C OPEN DITCH,
DITCH, APPROX. 286.0 LM
0.5M W PC CON'C OPEN
ON THE CUT SLOPE,APPROX. 443.0 SM
STA 0+168.38
BEG. VEHICLE GUARD RAIL
STA 0+215.00
END. VEHICLE GUARD RAIL
APPROX. 50.0 LM
VEHICLE GUARD RAIL,
STA 0+220.00
END. VEHICLE GUARD RAIL
APPROX. 82.0 LM
VEHICLE GUARD RAIL,
STA 0+269.00
BEG. VEHICLE GUARD RAIL
LIMIT SIGN POST
DIRECTION AND SPEED
APPROX. 16.0 LM
STA 0+ 396.30
W/ CON'C WING WALL AND HEAD WALL,
1.5X1.5M PC CON'C BOX-CULVERT FOR DB24 LOAD
CIVIL
CHOE, S M.
AS SHOWN
STORY LFC, KOREA
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
1:250
0 20M15105
SCALE = 1 : 250
C-5
254426
SITE LAYOUT PLAN - 3
SITE LAYOUT PLAN - 3
N
47.87
46.73
45.83
44.86
43.88
42.76
42.09 41.25
40.53
39.70
38.98
38.11
37.96
38.28
37.72
37.37
37.43
36.87 36.80
37.08
36.39
36.07
36.06
35.48 35.45 35.58
34.69
34.47
34.48
33.93
33.51
33.43
33.09
32.74
32.78
32.15
32.18
32.41
31.90
31.82
31.77
31.48
32.14
33.00
33.94
34.94
35.90
36.55
37.26
38.08
38.98
39.61
40.31
41.45
43.19
44.27
44.47
45.44
45.74
47.72
47.53
45.74
44.96
45.47
44.40
43.93
43.27
43.20
42.90
42.16
42.81
41.77
41.64
41.59
41.00
40.35
40.48
39.92
39.65
39.30
39.13
38.87 38.49
38.46
37.93
38.03
38.26
37.58 37.36
37.32
36.80
36.75
37.02
36.15
36.30
35.39
35.06
35.35
34.41
34.21
34.57
33.81
33.46
33.68
33.04
32.86
33.06
32.44
32.03
32.34
31.94
31.71
31.68
31.39
30.98
30.38
29.77
29.84
29.50
29.41
29.38
29.98
30.57
31.10 31.54
31.29
30.75
30.09
29.52
29.18
28.94
29.31
29.67
29.96
30.19
30.52
30.81
31.25
29.82
29.41
29.28
28.71
29.04
29.08
28.20
28.1728.35
28.11
28.06
27.44
27.54
27.38
27.55
27.55
27.76
27.87
27.93
28.19
30.16
30.25
30.30
30.35
30.08
30.16
29.73
29.71
28.38
29.00
28.61
28.65
28.19
28.12
27.81
27.75
26.17
26.13
26.11
26.77
26.89
26.71
26.46
26.42
26.38
26.31
25.90
25.90
25.84
27.80
28.09
28.00
28.40
28.86
28.60
30.38
30.86
30.27
30.59
31.35
32.97
34.10
35.10
36.33
37.12
37.93
38.72
39.83
40.09
41.12
41.54
41.36
40.39
39.05
38.29
37.44
32.67
34.15
36.10
38.25
38.07
39.89
40.68
41.97
44.40
42.16
41.26
44.59
45.25
44.56
44.70
47.00
48.16
46.14
46.73
47.86
47.05
PT STA 0+338.154
PC STA 0+281.360
Lc= 54.348 T = 29.180 R = 55.75 = 57° 08' 46" E 184,171.949 N 596,425.093
PI #5
PT STA 0+379.330
PC STA 0+372.497
Lc= 6.833 T = 3.437 R = 25.75 = 15° 12' 17" E 184,225.162 N 596,380.637
PI #6
E 184,238.962 N 596,360.871
END ROAD
STA 0+400.00
PI #8
L=41.807 N 72°-43'-47"E
L=69.339 N 50°-07'-27" W
L=24.107 N 34°-55'-10" W
ON CLFX IN SLFC
IMPROVE 21I MANEUVER TRAIL
APPROX. 23.0 SM
CON'C APRON,
APPROX. 15.0 SM
CON'C APRON,
APPROX. 9.0 LM
2.0M H GABION RET. WALL,
APPROX. 5.0 LM
2.0M H GABION RET. WALL,
APPROX. 150.0 SM
THE EMBANKMENT SLOPE,
HYDRAULIC SEEDING ON
ON THE CUT SLOPE,APPROX. 500.0 SM
APROX. 71.0 LM
REMOVE EXST CON'C OPEN DITCH,
STA 0+378.00
END. VEHICLE GUARD RAIL
APPROX. 103.0 LM
VEHICLE GUARD RAIL,
PC CON'C OPEN DITCH
END. 0.5M W
STA 0-400.00
PC CON'C OPEN DITCH
END. 0.5M W
STA 0-392.00
APROX. 71.0 LM
REMOVE EXST CON'C OPEN DITCH,
DITCH, APPROX. 254.0 LM
0.5M W PC CON'C OPEN
ROAD SHOULDER
1.2M WIDE
APROX. 97.0 LM
REMOVE WOOD GUARD RAIL,
APPROX. 925.0 SM
W/ 15% CEMENT MIXED,
7.30M W GRAVEL PAVEMENT
LIMIT SIGN POST
DIRECTION AND SPEED
CHOE, S M.
AS SHOWN
STORY LFC, KOREA
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
GRAPHIC SCALE
PROFILE - 1 PROFILE - 1
SCALE = HORIZ 1: 250
VERT 1: 125
5 10M
SCALE: 1:250
SCALE: 1:125
2.5 5M 254426
C-6
E L
E V
A T I
M E
T E
R S
S T
A F I
L
W I
T H
X I
S T I
G
A D
P R
O V I
D
S
O O
C
N N
E C
T I
O N
E L
S T
A
B
A D
20.00E L
P V
A
E L
P
A
E L
P
A
Mo=-0.23
20.00E L
P
A
E L
P
A
E L
P
A
Mo=-0.23
S=+0.00%
S=-9.25%
ON CLFX IN SLFC
IMPROVE 21I MANEUVER TRAIL
AS SHOWN
STORY LFC, KOREA
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
GRAPHIC SCALE
SCALE = HORIZ 1: 250
VERT 1: 125
5 10M
SCALE: 1:250
SCALE: 1:125
2.5 5M 254426
PROFILE - 2
C-7
E L
E V
A T I
T E
R S
20.00E L
P
A
P
A
E L
P
A
Mo=+0.15 20.00E
L
P
A
E L
P
A
E L
P
A
Mo=-0.16
S=-17.75%
S=-11.67%
S T
A F I
ON CLFX IN SLFC
PROFILE - 2
AS SHOWN
STORY LFC, KOREA
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY1
GRAPHIC SCALE
SCALE = HORIZ 1: 250
VERT 1: 125
5 10M
SCALE: 1:250
SCALE: 1:125
2.5 5M 254426
PROFILE - 3
PROFILE - 3
C-8
E L
E V
A T I
T E
R S
S T
A F I
W I
X I
S T I
A D
P R
O V I
O O
N N
E C
T I
O N
E L
S T
A
A D20.00E
L
P
A
E L
P
A
E L
P
A
Mo=+0.10
20.00E L
P
A
E L
P
A
E L
P
A
Mo=+0.10
S=-18.00%
S=-14.00%
S=-9.50%
AS SHOWN
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
E L
E V
A T I
T E
R S
E L
E V
A T I
T E
R S
E L
E V
A T I
T E
R S
E L
E V
A T I
T E
R S
E L
E V
A T I
T E
R S
E L
E V
A T I
T E
R S
SECTIONS - 1
SECTIONS - 1
STORY LFC, KOREA
SECTION STA 0+040
SCALE = HORIZ 1:250
VERT 1:100
SECTION STA 0+060
SCALE = HORIZ 1:250
VERT 1:100
SECTION STA 0+080
SCALE = HORIZ 1:250
VERT 1:100
SECTION STA 0+100
SCALE = HORIZ 1:250
VERT 1:100
SECTION STA 0+000
SCALE = HORIZ 1:250
VERT 1:100
SECTION STA 0+020
SCALE = HORIZ 1:250
VERT 1:100
254426
VERT 1 : 100
SCALE = HORIZ 1 : 250
C-9
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
PC DITCH
0.5M W
EXST GABION WALL
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PC DITCH
0.5M W
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
EXST GABION WALL
PC DITCH
0.5M W EXST
EXST PAVEMENT
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PROTECTION.
70MM THK GREEN SLPOE
PROTECTION.
70MM THK GREEN SLPOE
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PROTECTION.
70MM THK GREEN SLPOE
PROTECTION.
70MM THK GREEN SLPOE
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PROTECTION.
70MM THK GREEN SLPOE
PROTECTION.
70MM THK GREEN SLPOE
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
ROAD>
8.55
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PROTECTION.
70MM THK GREEN SLPOE
PROTECTION.
70MM THK GREEN SLPOE
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
GUARD RAIL
VEHICLE
GUARD RAIL
VEHICLE
AS SHOWN
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
E L
E V
A T I
T E
R S
E L
E V
A T I
T E
R S
E L
E V
A T I
T E
R S
E L
E V
A T I
T E
R S
E L
E V
A T I
T E
R S
E L
E V
A T I
T E
R S
STORY LFC, KOREA
SECTION STA 0+120
SCALE = HORIZ 1:250
VERT 1:100
SECTION STA 0+140
SCALE = HORIZ 1:250
VERT 1:100
SECTION STA 0+160
SCALE = HORIZ 1:250
VERT 1:100
SECTION STA 0+180
SCALE = HORIZ 1:250
VERT 1:100
SECTION STA 0+200
SCALE = HORIZ 1:250
VERT 1:100
SECTION STA 0+220
SCALE = HORIZ 1:250
VERT 1:100
SECTIONS - 2
SECTIONS - 2
254426
VERT 1 : 100
SCALE = HORIZ 1 : 25010
C-10
ROAD>
11.65
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PROTECTION.
70MM THK GREEN SLPOE
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PROTECTION.
70MM THK GREEN SLPOE
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PROTECTION.
70MM THK GREEN SLPOE
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
GUARD RAIL
VEHICLE GUARD RAIL
VEHICLE
GUARD RAIL
VEHICLE
GUARD RAIL
VEHICLE
GUARD RAIL
VEHICLE
GUARD RAIL
VEHICLE
GABION WALL
2.0M H
CON'C BEAM
H-PILE W/
CON'C BEAM
H-PILE W/
GABION WALL
3.0M H
AS SHOWN
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
E L
E V
A T I
T E
R S
E L
E V
A T I
T E
R S
E L
E V
A T I
T E
R S
E L
E V
A T I
T E
R S
E L
E V
A T I
T E
R S
E L
E V
A T I
T E
R S
STORY LFC, KOREA
SCALE = HORIZ 1:250
VERT 1:100
SCALE = HORIZ 1:250
VERT 1:100
SCALE = HORIZ 1:250
SCALE = HORIZ 1:250
VERT 1:100
SCALE = HORIZ 1:250
VERT 1:100
SCALE = HORIZ 1:250
VERT 1:100
254426
VERT 1 : 100
SCALE = HORIZ 1 : 250
13 14 15
16 17 18
SECTION STA 0+240 SECTION STA 0+260 SECTION STA 0+280
SECTION STA 0+300 SECTION STA 0+320 SECTION STA 0+340
SECTIONS - 3
SECTIONS - 3
C-11
62 60
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PROTECTION.
70MM THK GREEN SLPOE
PROTECTION.
70MM THK GREEN SLPOE
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PROTECTION.
70MM THK GREEN SLPOE
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PROTECTION.
70MM THK GREEN SLPOE
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PROTECTION.
70MM THK GREEN SLPOE
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PROTECTION.
70MM THK GREEN SLPOE
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PROTECTION.
70MM THK GREEN SLPOE
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
GUARD RAIL
VEHICLE
GUARD RAIL
VEHICLE GUARD RAIL
VEHICLE
GUARD RAIL
VEHICLE
PROTECTION.
70MM THK GREEN SLPOE
AS SHOWN
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
E L
E V
A T I
T E
R S
E L
E V
A T I
T E
R S
E L
E V
A T I
T E
R S
STORY LFC, KOREA
SCALE = HORIZ 1:250
VERT 1:100
SCALE = HORIZ 1:250
VERT 1:100
SCALE = HORIZ 1:250
VERT 1:100
254426
VERT 1 : 100
SCALE = HORIZ 1 : 250
19 20 21
SECTION STA 0+360 SECTION STA 0+380 SECTION STA 0+400
SECTIONS - 4
SECTIONS - 4
C-12
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PROTECTION.
70MM THK GREEN SLPOE
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
ROAD>
7.30
1.20
0.90
1.20
0.90
ROAD
GRAVEL
150MM THK ROAD SHOULDER
PC DITCH
0.5M W EXST
CEMENT MIXED(300KG/CM)
PAVEMENT W/ 15%
300MM THK GRAVEL
GUARD RAIL
VEHICLE ON SLOPE
HYDRAULIC SEEDING
ON SLOPE
HYDRAULIC SEEDING
2000 2000
C.T.C 2.0M
H-250X250X9X14
NOTES;
CEMENT GROUT
CONCRETE OR C.T.C 2.0M
H-250X250X9X14
C.T.C 2.0M
H-250X250X9X14
C.T.C 0.5M
D13 STIRRUP
C.T.C 0.2M
D13
MIN.
CEMENT GROUT
CONCRETE OR
C.T.C 0.5M
D13 STIRRUP
D13 C.T.C 0.2M
C.T.C 2.0M
H-250X250X9X14
CIVIL
CHOE, S M.
AS SHOWN
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
STORY LFC, KOREA
H-PILE W/ CON'C BEAM
GABION WALL
SCALE = NONE
BASE COURSE
0.5M THK COMPACTED
H-PILE W/ CON'C BEAM
(24 Mpa)
CONCRETE BEAM
(24 Mpa)
CONCRETE BEAM
W/ 13MM JOINT FILLER W/ SEALANT.
3. THE MINIMUM EXPANSION JOINT FOR CON'C BEAM IS 20M
CEMENT GROUT FROM BOTTOM TO TOP.
THE BOREHOLE SHALL BE FILLED WITH CONCRETE OR
2. CONTRACTOR SHALL BORE MINIMUM 400MM DIAMETER.
1.0M UNDER WEATHERED OR SOFT ROCK.
1. THE STABILIZED PILE SHALL BE INCERTED INTO MINIMUM
ON CLFX IN SLFC
IMPROVE 21I MANEUVER TRAIL
254426
C-13 kg kg
L
L
2.82
0.5 0.7
15.4
0.5
#10, 58X58
M
M
1.3
0.23
1.3
SCALE : NONE
DETAIL "A"
2 SCALE : NONE 3 SCALE : NONE
CIVIL
CHOE, S M.
AS SHOWN
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
SCALE = 1 : 100
7cm
SECTION
DETAIL "A" PLAN
GREEN SLOPE PROTECTION
,0
,0
,0
,0
,0
,0
1500 1500 ï»¿ì² ì„ (P.V.C (P.V.C코팅맕, #1 착지핀 (D16, ï»¿ê³ ì •í•€ (D16, (P.V.C코팅-#10
(D16,L=350mm) ï»¿ì² ì„ #8 (P
(D16, L=250mm) ( 재 2 (m ï»¿ì² ï»¿ ê¸ ï»¿ ì– ï»¿ ì• ï»¿ ë‹ ï»¿#8, (P.V.C
D16, L=350
D16, L=250 ( ì • ìš
�»¿???? 10cm????
GREEN SLOPE PROTECTION DETAIL
STORY LFC, KOREA
254426
C-14
AS SHOWN
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
STORY LFC, KOREA
- SCALE = NONE
TYPICAL ROAD SECTION DETAIL
254426
0.5M W
PC DITCH
HYDRAULIC SEEDING
CL
EXST
GROUND
S=2.00% S=2.00%
1 365036501200 1200
900900
1.2
GREEN SLOPE
PROTECTION
ROAD SHOULDER
300MM THK GRAVEL
CEMENT MIXED
ROAD
SHOULDER
ROAD
SHOULDER
SWALE
EARTH
CONCRETE WING WALL
VERT BARS
D13 @ 200 OC
HORIZ BAR
D13@ 200 OC
OC, EW
D13 @ 200
P L A N
S E C T I O N
WING WALL
PC BOX-CULVERT
2B
2A
2B
- SCALE = NONE
150MM THK COMPACTED
SWALE
EARTH
SEE PLAN 150SEE PLAN
APRON
PC BOX-CULVERT
GL
BOX-CULERT WING WALL AND APRON
MISC. DETAILS - 1
W/ SOIL
0.5M W
PC DITCH
GROUND MOUNTED POST
SIDEWALK MOUNTED POST
WELDED TO POST
D10 STEEL BAR
N
POST
GALV IRON PIPE
50 0 SCHEDULE 40
POST
GALV IRON PIPE
50 0 SHEDULE 40
21 MPa)
(CAST-IN-PLACE
CONC FOOTING
21 MPa)
(CAST-IN-PLACE
CONC FOOTING
WELDED TO POST
D10 STEEL BAR
3B
SIGN
3A
/ SHOULDER
WIDTH OF
(MIN)
3C (R7-8)
SIGN #1
BACKGROUND - WHITE (RETROREFLECTIVE)
LETTERING, ARROW & BORDER - GREEN (RETROREFLECTIVE)
LEGEND:
SPEED
LIMIT
MPH
3D (W1-2R)
SIGN #2
3E
(W1-2L)
SIGN #3
BACKGROUND - YELLOW (RETROREFLECTIVE)
ARROW & BORDER - BLACK
LEGEND: SIGN #2 & #3
DIMENSIONS ARE IN MILLIMETERS.
UNLESS OTHERWISE NOTED,
NOTE:
SIGN POST DETAIL
- SCALE = NONE
(CEMENT 300KG PER 1.0 CM)
C-15
ON CLFX IN SLFC
PAVEMENT W/ 15%
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
CHOE, S M.
CIVIL
AS SHOWN
PITCH OF
CROSS BAR
BEARING BAR
PIT
CH O
F
BEARIN
G B
AR
10 SQ CROSS BAR
TWISTED
TYP
NOTES:
1. STEEL GRATINGS FOR CONCRETE DITCHES SHALL
COMPLY WITH SPECS. MINIMUM TRAFFIC LOAD FOR
STEEL GRATINGS ON CONCRETE DITCHES SHALL BE
WHEEL LOAD = 79 KN(8.0 TONS).
2. DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.
1B
STEEL GRATINGS
CONC DITCH W/ STEEL GRATINGS
NOT TO SCALE
D13 @ 300mm OC EW
D13 @ 300mm OC EW
COMPACTED NFSM
FNSH GRADE
SUPPORT
SEE TABLE
1A
SECTION
STEEL GRATING SCHEDULE
H B C ANGLE BARTRENCH WIDTH
V A
R
150 150
H
GRATIN
G LE
NGTH
GRATING WIDTH
H
B
C
65 3510 L65x65x6300 (VEHICLE)
MISC. DETAILS - 2
STORY LFC, KOREA
254426
FOR 25-TON DESIGN TRUCK LOAD:
C-16
D19x300 ANCHOR
@450 O.C
WELD TO ANGLE
100x100x10
EDGE PROTECTION DETAIL
GALVANIZED STEEL ANGLE
1C
1C
SEE
300 300 300
1A
SECTION
1B
WIRE MESH
SEE DETAIL 1C
SEE DETAIL 1D
1C
DETAIL
1D
DETAIL
OF WELL A FIRM GUARD ANGLE THE LID IN THE IRON WIRE.
THE BEAUTY FILLED WITH SMALL STONES, WHEN FINISHED STONE PAINTED, SO THAT TAKE ADVANTAGE
3. ABOUT THE TOP LAYER 2.5-3.0CM FOR STABLE SQUARE ANNULAR GABION IS TAKING ADVANTAGE OF
2. CONNECT AGAIN MIDDLE IRON WIRE IN ABOUT 2 / 3H FILLED WITH STONE.
BY CONNECTING AN INTERMEDIATE IRON WIRE AND ADJUST THE FRONT IN THE VERTICAL DIRECTION.
1. IT WAS FILLED WITH 1 / 3H OF THE HEIGHT 1M SQUARE ANNULAR GABION BY COATING STONES, NOTES:
#10(Φ3.2mm) WIRE
BASE COURSE
COMPACTED
- SCALE = NONE16
BASE COURSE
COMPACTED
CON'C BEAM
H-PILE W/
CON'C BEAM
H-PILE W/
2.0M H
3.0M H
2000 300
2000 300
ON CLFX IN SLFC
IMPROVE 21I MANEUVER TRAIL
4MM THK NON-WOVEN FABRIC
4MM THK NON-WOVEN FABRIC
GABION RET. WALL DETAIL
GUARD RAIL
12 GAGE
P L A N
LAP LENGTH
E L E V A T I O N
E L E V A T I O N
P L A N
55°
55°
10°
ABOUT
SYMMETRICAL
C
ELEMENT SECTION
SAME AS RAIL
SHEET
GALVANIZED
108 108
FIN GRADE
GRAVEL ROAD 1200
SHOULDER
GRAVEL
WHERE OCCUR
CONC OPEN DITCH
DELINEATOR
REFLECTOR
DELINEATOR
REFLECTOR
2A
TYPICAL SECTION
2B
2D
RAIL ELEMENT SECTION
METAL CAP
METAL CAP
ONE REQUIRED
BOLT, NUT & WASHER
RAIL BOLT 010x200 LG
ONE REQUIRED
BOLT, NUT & WASHER
RAIL BOLT 010x200 LG/
FIN GRADE
STEEL PIPE POST
GALVANIZED
150 DIA
STEEL POST DETAIL
- SCALE = NONE
CIVIL
CHOE, S M.
AS SHOWN
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
STORY LFC, KOREA
VEHICLE GUARD RAIL
2C
FLARED END
STEEL PIPE POST
GALVANIZED
150 DIA C.T.C 3000
STEEL PIPE POST
GALVANIZED
150 DIA C.T.C 3000
C-17
ON CLFX IN SLFC
IMPROVE 21I MANEUVER TRAIL
254426
MISC. DETAILS - 3
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File details come from the government source that posted it. Updated .