A02_Drawing_files___107389___CIVIL.pdf
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- Repair building #257, Warrior Base
- Solicitation number
- W91QVN-16-R-0216
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C-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
DES
CHK’D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
DEPARTMENT OF THE ARMY
US ARMY INSTALLATION MANAGEMENT COMMAND
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
UNIT #15707, APO AP 96258-5707
CIVIL
REPAIR TRANSIENT LIVING QUARTER,
BLDG NO. 257
WARRIOR BASE
107389
THIS PROJECT
MAIN GATE
SL
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FFE 20.253
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A
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M U
L T
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R P O
S E
C O
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T E
TRASH
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D
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T R
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FIN
FL EL 18.40
F
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IT
V
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IC
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M A
IN
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A N
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IN
F L E
L
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BATTALION AID
STA
TIO
N
PX
LA
U
N D
RY
TBD
T B
D
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D
F
IN
F L
E L
.4
S
IM
U L
A T
O R
S H
IF
T
C H
A N
G E
BATTALION
H
EA
D Q
U
RTERS
FFE 18.10
B A
R R A
C
S #2
B A
R R A
C
S #1
18.70
L A
T R
IN
E
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.2
B A
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C
S #4
B A
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C
S #3
L A
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IN
#2
L A
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#3
B A
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S #6
B A
R R A
C
S #5
NOTE: THE CONTRACTOR’S HAUL ROUTE, STORAGE AND OPERATION AREA WILL
BE DESIGNATED BY THE DPW DURING THE SITE ORIENTATION.
WARRIOR BASE
WONJU
POHANG
MOKPO
TONGYEONG
SEOUL
DONGDUCHEON
UIJEONGBU
CHUNCHEON
1OSAN
DAEJEON
E A S T S E A
BUSAN
WAEGWAN
JINHAE
DAEGU
MUNSAN
W E S T
S E A
INCHEON
GWANGJU
NOT TO SCALE
L O C A T I O N M A P
GUNSAN
PYEONGTAEK
MASAN
N
FEWR 107389
REPAIR BUILDING NO. S-257
WARRIOR BASE
- 1
SCALE: 1 / 1200
LOCATION PLAN
LOCATION PLAN
CHOE, S M.
- 3
RESTORE SIDEWALK,
APPROX. 23.0 SM.
SEE
CIVIL
C-2
AS SHOWN
CHOE, S M.
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
DEPARTMENT OF THE ARMY
US ARMY INSTALLATION MANAGEMENT COMMAND
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
UNIT #15707, APO AP 96258-5707
- 2
SCALE: 1 / 150
SITE LAYOUT PLAN
1:150
0 20M15105
SITE LAYOUT PLAN AND SCOPE OF WORK
17.5
17.5
W
W
W W W
W
W
W
W W
W
W
W
W
W
W
BLDG #256
BLDG #257
BLDG #263
- 3
INSTALL 150mm DIA PVC WATER LINE W/ PIV, APPROX. 34.0 LM
SEE CIVIL STD DWG. C-0404~0415 &
W
REMOVE EXST FUEL LINE
CONNECTED TO BLDG #257,
APPROX. 20.0 LM
F/T
CONDENCING
UNIT
CONDENCING
UNIT
- 3
RESTORE SOLID SODDING,
APPROX. 50.0 SM.
SEE
N
REPAIR TRANSIENT LIVING QUARTER,
BLDG NO. 257
WARRIOR BASE
107389
F/T
2,3
SCHEDULE #1 (REPAIR/MAINTENANCE)
1. REPLACE 150mm DIA PVC WATER LINE W/ PIV.
2. RESTORE SIDEWALK.
3. RESTORE SOLID SODDING.
4. REMOVE EXST FUEL LINE CONNECTED
TO BLDG #257.
50 THK MIN
SOLID SOD
BLANKET
100 THK MIN
TOP SOIL
SCARIFIED AND
COMPACTED SUBGRADE
- 3
SCALE: NONE
SOLID SODDING
NOTE:
BELL HOLES SHALL BE EXCAVATED TO THE
NECESSARY SIZE AT EACH JOINT OR
COUPLING TO ELIMINATE POINT BEARING.
SATISFACTORY
BACKFILL
INITIAL
BACKFILL
BEDDING-SELECT
GRANULAR MATERIAL
SHALL BE FREE OF
ROCK 13 OR LARGER
UNYIELDING
MATERIAL
FIRM UNDISTURBED
EARTH (SEE NOTE)
UNYIELDING MATERIAL
TRENCH BOTTOM
EARTH TRENCH BOTTOM
TURFED OR MISC AREAS
PLASTIC
MARKING TAPE
(300 DEEP MAX)1
1.5
TRENCH WALLS CUT
TO 1.5:1 MAX
WITHOUT SHORING
150 MIN
M
IN
OD + 600
TYPICAL TRENCH SECTION3
SCALE: NONE
SCALE: NONE
SIDEWALK
CIVIL
C-3
AS SHOWN
CHOE, S M.
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
DEPARTMENT OF THE ARMY
US ARMY INSTALLATION MANAGEMENT COMMAND
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
UNIT #15707, APO AP 96258-5707
OPEN
V A
R
IE
S
S E
E P
L A
N
SLEEVE
COUPLING
PADLOCK
CAP
INDICATOR POST
HANDLE
CONCRETE BASE
FINISH GRADE
LINE
EXTENSION
ROD
VALVE
380 SQ.
CONC. COLLAR
150 0 FIRE WATER
SUPPLY LINE (DUCTILE
OR CAST IRON PIPE)
(SQ.)
2-D10 REBAR
SCALE: NONE
POST INDICATOR VALVE
JOINT
SEALER
JOINT
FILLER
R=3
TYP
R=3
TYP
TRANSVERSE CONTRACTION JOINTS
SHALL BE SPACED SO THAT RATIO
OF SLAB LENGTH TO WIDTH WILL
NOT EXCEED 1.25. THE DEPTH OF
THE CONTRACTION JOINT WILL BE
AT LEAST ONE-FOURTH OF THE
SIDEWALK SLAB THICKNESS,BUT NOT
LESS THAN THE MAXIMUM NOMINAL
SIZE OF THE AGGREGATE USED.
PROVIDE EXP JOINTS AT MAX 9.0 M
INTERVALS FOR STRAIGHT SECTIONS,
AT ALL RETURNS OF WALKS,
AND WHERE WALKS ABUT OTHER
CONCRETE STRUCTURES.
BROOM
FINISH FIN GRADE
2A S E C T I O N
2B
EXPANSION JOINT
2C
CONTRACTION JOINT
COMPACTED
NON-FROST-SUSCEPTIBLE
MATERIAL BASE
0.06
#8-150X150 WWF
2D
SIDEWALK ON DITCH
D13 @200 O.C
CON’C DITCH
FNSH GRADE
MISC. DETAILS
REPAIR TRANSIENT LIVING QUARTER,
BLDG NO. 257
WARRIOR BASE
107389
| 107389-C1 |
| 107389-C2 |
| 107389-C3 |
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