A02_5-1._Drawings_(B83)_revised_Part1.pdf
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SYMBOL BY CHK.ZONE DATE APVD.
R E V I S I O N S
DESCRIPTION
R-11SHEET OF
DESIGNED BY
CHECKED BY
SUBMITTED BY
APPROVED BY
PROJECT NO. REF NO.
SCALE :SAFETY REP
SIGNAL REP
FES
FORCE PROTECTION
O & M
HOUSING DIV.
REVIEWED BY
AS SHOWN
UNITED STATES ARMY GARRISON DAEGU
ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br
DIRECTORATE OF PUBLIC WORK
HGFEDCBA
T I T L E S H E E T
D - 17 - 11
O, KI TAL
CHON, HYON TAE
DESIGN REVIEW SIGNATURE
ORGANIZATION
USING AGENCY
36TH SIGNAL
MASTER PLN.
ENVIRONMENTAL
NAME SIGNATURE
O&M DIV.
FIRE DEPT.
SAFETY OFFICE
DPTMS(AT/FP)
188TH MP COM.
IND. HYGENIST
HS-00658-5J
UNIT #15746, APO AP 96218-5746
1 OF 1R - 1
DRAWING NO.
CHIEF,
DESIGN & TECH. REVIEW Br.
TITLE SHEET
DATE: 12 JUN 17
E - 1
ELECTRICAL
CAMP CARROLL
PROJECT NO. HS-00658-5J, CAMP CARROLL
LEGEND, NOTES AND SCOPE OF WORK
2 C - 1 1 OF 73
USING AGENCY
M - 1
MECHANICAL
32 OF 7333 LEGEND AND ABBREVIATIONS
AE - 1 7 OF 73
ARCHITECTURAL
CIVIL
C - 2 2 OF 73
C - 3 3 OF 73
C - 4 4 OF 73
C - 5 5 OF 73
C - 6 6 OF 73
AE - 2 8 OF 73
AE - 3 9 OF 73
AE - 4 10 OF 73
AE - 5 11 OF 73
AE - 6 12 OF 73
AE - 7 13 OF 73
AE - 8 14 OF 73
AE - 9 15 OF 73
M - 2 33 OF 7334
M - 3 34 OF 7335
M - 4 35 OF 7336
M - 5 36 OF 7337
M - 6 37 OF 7338
M - 7 38 OF 7339
M - 8 39 OF 7340
M - 9 40 OF 7341
M - 10 41 OF 7342
M - 11 42 OF 7343
M - 12 43 OF 7344
M - 13 44 OF 7345
M - 14 45 OF 7346
M - 15 46 OF 7347
M - 16 47 OF 7348
M - 17 48 OF 7349
M - 18 49 OF 7350
M - 19 50 OF 7351
M - 20 51 OF 7352
M - 21 52 OF 7353
M - 22 53 OF 7354
M - 23 54 OF 7355
M - 24 55 OF 7356
M - 25 56 OF 7357
M - 26 57 OF 7358
M - 27 58 OF 7359
E - 2 60 OF 7361
E - 3 61 OF 7362
E - 4 62 OF 7363
E - 5 63 OF 7364
E - 6 64 OF 7365
E - 7 65 OF 7366
E - 8 66 OF 7367
E - 9 67 OF 7368
E - 10 68 OF 7369
E - 11 69 OF 7370
E - 12 70 OF 7371
E - 13 71 OF 7372
E - 14 72 OF 7373
E - 15 73 OF 7374
AE - 10
AE - 11
AE - 12
AE - 13
AE - 14
AE - 15
AE - 16
AE - 17
AE - 18
AE - 19
AE - 20
AE - 21
AE - 22
AE - 23
AE - 24
AE - 25
THAAD/ 2-1 ADA BATTERIES
REPAIR BARRACKS BLDG. 83 FOR
THAAD/ 2-1 ADA BATTERIES
REPAIR BARRACKS BLDG. #83 FOR
LOCATION PLAN
SITE LAYOUT PLAN
PIPE TRENCH, CONCRETE SIDEWALK, AND HEAD WALL
WATER SUPPLY AND DISTRIBUTION GATE VALVE, AND POST INDICATOR VALVE
WATER SUPPLY AND DISTRIBUTION TAPPING SLEEVE, VALVE & PIPE INSTALLATION
WATER SUPPLY DISTRIBUTION-THRUST BLOCK
GENERAL NOTES, CODE REFERENCES, EXISTING FLOOR PLAN, BLDG #83
SCOPE OF WORK, NEW FLOOR PLAN, BLDG #83, LEGEND, NOTE
REMOVAL PLAN - CEILING, LEGEND
REMOVAL PLAN - CLOSET SHELF, VANITY SET, KITCHEN CABINET, SERVICE SINK, LAUNDRY SINK, LEGEND
REMOVAL PLAN - DOOR, WINDOW, LEGEND
REMOVAL PLAN - WALL WITH FINISH, LEGEND
REMOVAL PLAN - FLOOR, LEGEND
BLOCK-UP AND NEW OPENING PLAN, LEGEND
REINFORCING FLOOR PLAN, REINFORCING DETAIL
ROOF INSULATION PLAN, ROOF FLOOR PLAN, NOTE
ELEVATIONS
1F, METAL STUD, RUNNER AND INSULATION PLAN-1, NOTE, 1F, FURNITURE AND APPLIANCES LAYOUT-1
1F, METAL STUD, RUNNER AND INSULATION PLAN-2, NOTE, 1F, FURNITURE AND APPLIANCES LAYOUT-2
2F, METAL STUD, RUNNER AND INSULATION PLAN-1, NOTE, 2F, FURNITURE AND APPLIANCES LAYOUT-1
2F, METAL STUD, RUNNER AND INSULATION PLAN-2, NOTE, 2F, FURNITURE AND APPLIANCES LAYOUT-2
PARTIAL SECTION DETAILS, KEY PLAN
CROSS SECTION, KEY PLAN
SECTION DETAILS-1, 2, PIPE CHASE DETAIL, KEY PLAN
CMU WALL OPENING DETAIL, CMU BLOCK-UP DETAIL, SECTION DETAILS, CLJ DETAIL, SLAB DETAIL, KEY PLAN
VENT THRU PIPE DETAIL
TYPICAL HANGER DETAIL, CEILING ACCESS DOOR DETAIL, TYPICAL INSULATION DETAIL-1, 2, MET CURB DETAIL, VANITY AND LAVATORY, ACCESSORIES, VANITY AND LAVATORY ELEVATION, ISOMETRIC
ENLARGED TOILET PLAN, INTERIOR ELEVATIONS (TOILET), SHOWER SOAP HOLDER DETAIL (TYP), NOTE, ENLARGED
CABINET DETAIL-1, 2, 3 (TYP), ENLARGED KITCHEN PLAN, KITCHEN CABINET ELEVATION
ASTRAGAL, DOOR STOP DETAIL, KEY PLAN, SIGNAGE SCHEDULE, BUILDING IDENTIFICATION
KEY PLAN, DOOR SCHEDULE, HARDWARE SCHEDULE, DOOR TYPES, NOTES
ABBREVIATION, NOTE
WINDOW SCHEDULE, WINDOW TYPE, NOTES, INTERIOR FINISH SCHEDULE, EXTERIOR FINISH SCHEDULE, EQUIPMENT SCHEDULE
GENERAL NOTES
GENERAL NOTES AND SCOPE OF WORK
EXISTING / REMOVAL HVAC PLAN
EXISTING / REMOVAL PLUMBING PLAN
EXISTING / REMOVAL MECH. ROOM PARTIAL PLAN
NEW HVAC PIPING PLAN
ELEVATION FOR FRESH AIR INTAKE LOUVERS
EXISTING / REMOVAL HVAC PLAN
NEW VENTILATION PLAN AND SECTION
NEW SEWER AND VENT PIPING PLAN
SEWER & VENT PIPING ISOMETRIC DIAGRAM
NEW DOMESTIC WATER PIPING PLAN
DOMESTIC WATER PIPING ENLARGED PLANS
DOMESTIC WATER PIPING ISOMETRIC DIAGRAM
NEW MECH. ROOM PIPING PARTIAL PLAN
NEW MECH. ROOM PIPING ISOMETRIC DIAGRAM
NEW FIRE PROTECTION PIPING PLAN
FIRE PROTECTION PIPING SECTION & VALVE ROOM PIPING PLAN AND ISOMETRIC
DETAIL DRAWINGS - 1
DETAIL DRAWINGS - 2
DETAIL DRAWINGS - 3
DETAIL DRAWINGS - 4
DETAIL DRAWINGS - 5
DETAIL DRAWINGS - 6
DETAIL DRAWINGS - 7
LIGHTING PLAN
POWER PLAN
HVAC POWER PLAN
COMMUNICATION PLAN
ENLARGED POWER PLAN
CATV, TELEPHONE & LAN SINGLE LINE DIAGRAM AND COMM. OUTLET DETAIL
FIRE ALARM SYSTEM PLAN
FIRE ALARM SINGLE LINE DIAGRAM
ELECTRICAL SITE PLAN AND POWER SINGLE LINE DIAGRAM
LIGHTING SCHEDULE, PANEL SCHEDULE "L-1" AND EXT. LIGHTING CONTROL DIAGRAM
PANEL SCHEDULE "L-2" AND "L-3"
PANEL SCHEDULE "L-4" AND "PC"
PANEL SCHEDULE "M" AND "MDP"
COMMUNICATION SITE PLAN
HGFEDCBA
SYMBOL BY CHK.ZONE DATE APVD.
R E V I S I O N S
DESCRIPTION
GRAPHIC SCALE
C-1SHEET OF
DESIGNED BY
CHECKED BY
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :SAFETY REP
SIGNAL REP
FES
FORCE PROTECTION
CHIEF,
DESIGN & TECH. REVIEW Br.
O & M
HOUSING DIV.
REVIEWED BY
CIVIL
LOCATION PLAN
AS SHOWN
UNITED STATES ARMY GARRISON DAEGU
ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br
UNIT #15746, APO AP 96218-5746
DIRECTORATE OF PUBLIC WORK
1 LOCATION PLAN
SCALE: 1 / 5,000
HS-00658-5J D - 17 - 11
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S-89
S-102
T-104
S-153
S-5
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S-231
S-235
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CAMP CARROLL
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CHI, K. K.
YI, CHONG SON
SEE SITE LAYOUT PLAN
2-
0M
N
100M 200M
THIS PROJECT
DATE: 12 JUN 17
THAAD/2-1 ADA BATTERIES
REPAIR BARRACKS BLDG. #83 FOR
SHEET OF
CIVIL
AS SHOWN
HGFEDCBA
DESIGNED BY
CHECKED BY
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :SAFETY REP
SIGNAL REP
FES
FORCE PROTECTION
CHIEF,
DESIGN & TECH. REVIEW Br.
O & M
HOUSING DIV.
REVIEWED BY
SYMBOL BY CHK.ZONE DATE APVD.
R E V I S I O N S
DESCRIPTION
UNITED STATES ARMY GARRISON DAEGU
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br
UNIT #15746, APO AP 96218-5746
DATE:
1 SITE LAYOUT PLAN
LEGEND:
E/P
GRAPHIC SCALE
SITE LAYOUT PLAN
EXISTING ELECTRICAL POLE
ITEMS TO BE REMOVED
- 2
C-2
EXISTING ELECTRIC MANHOLE
S/B
EXISTING SIGN BOARD AND POSTS
CHI, K.K.
YI, C.S.
SCALE : 1 / 200
SCALE: 1 : 200
4000 8000
E
W/V
EXISTING WATER VALVE AND BOX
HS-00658-5J
12 JUN 17
CAMP CARROLL
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TO SUBMISSION OF CONTRACT PROPOSAL.
AND DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR
1. THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS
CONTRACTING OFFICER.
THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE
DAMAGED BY DISMANTLING, DEMOLISHING, OR REMOVING AT
RESTORATION TO THEIR ORIGINAL CONDITIONS OF THE ITEMS
3. THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/
GENERAL NOTES:
CONSTRUCTION OPERATIONS.
LINES, AND OTHER ITEMS WHICH WILL INTERFERE WITH THE
SUCH AS UNDERGROUND ROCK BASE, EXISTING UTILITY
AND CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS,
4. THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED
PERIOD IF REQUIRED.
AND DETOUR ROAD FOR VEHICLES DURING CONSTRUCTION
5. CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD
AND OTHER UTILITY MARKERS IN THE PROJECT LIMIT.
6. CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS
ACCOMPLISH THE CIVIL SCOPE OF WORK.
A PART OF THIS PROJECT. THE DETAILS WILL BE UTILIZED TO
MANAGEMENT COMMAND, KOREA REGION OFFICE" FORM AS
NOVEMBER 2015, DEPARTMENT OF THE ARMY INSTALLATION
DETAIL DRAWINGS, FOR O & MA PROJECT, KOREA, 30
7. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD
OF FROST DEPTH UNLESS OTHERWISE NOTED.
8. WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER
WITHOUT ANY ADDITIONAL COST.
INCLUDING FALSEWORK SUCH AS FORMWORKS AND SHORING
9. CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES
LOCAL LAWS AND REGULATIONS.
GOVERNMENT LEASED PROPERTY IN ACCORDANCE WITH
10. DISPOSAL OF WASTE MATERIALS SHOULD BE OUTSIDE U.S
GOVERNMENT.
AREA SHALL BE PROVIDED FOR THE CONTRACTOR BY THE
BE WITHIN THE CONSTRUCTION AREA AND NO LAY DOWN
ADMINISTRATIVE FIELD OFFICES AND STORAGE AREAS SHALL
SPEC. AT THE LOCATION APPROVED/INDICATED BY C.O.R.
CONTRACTOR’S TEMPORARY FACILITIES ACCORDING TO O&MA
11. CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE
OPERATIONS.
SAFETY OF THE PUBLIC AND/OR MILITARY TRAFFIC AND
ALL NECESSARY PRECAUTIONS FOR THE PROTECTION AND
CONES AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE
NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS,
13. CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL
MILLIMETERS AND STATIONS AND ELEVATIONS ARE IN METERS.
14. UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN
FOR APPROVAL PRIOR TO COMMENCING THE WORK.
SUBMITTAL TO THE DESIGN AND TECHNICAL REVIEW BRANCH
12. THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL
ON THE PROJECT.
BY THE CONTRACTING OFFICER PRIOR TO COMMENCING WORK
PORTION OF THE JOB TO THE COR AND SHOULD BE APPROVED
2. THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY
CONSTRUCT CONCRETE HEAD WALL
REMOVE EXISTING CONCRETE HEAD WALL
REPLANT TREES
FITTINGS, THRUST BLOCKS, AND ETC.
INCLUDING TAPPING SLEEVE, TAPPING VALVE,
INSTALL WATER SUPPLY LINE (PVC, D=150)
CIVIL WORK LIMIT
AND BASE COURSE
REPLACE EXISTING CONCRETE SIDEWALK (W=1800)
SCOPE OF WORK
1. SEE GENERAL NOTES.
#1 (CONSTRUCTION/ALTERATION)
#2 (GENERAL REQUIREMENTS)
BASE-COURSE.
2. REPLACE EXISTING CONCRETE SIDEWALK (W=1800) AND
6. CONSTRUCT CONCRETE HEAD WALL.
T-90
W
W
PVC, D=65
PVC, D=
CIVIL WORK LIMIT
REPLANT TREES
REPLACE ASPHALT CONCRETE PAVEMENT
BOUNDARY.
7. SOD WITH TOP SOIL AND SOLID SODDING WITHIN THE WORK
8. REPLANT TREES.
NEW RCP (D=300) STORM LINES
REPLACE EXISTING STONE DITCHES WITH
3. REMOVE EXISTING CONCRETE HEAD WALL.
INSTALL POST INDICATOR VALVE AND GUARD POSTS
5. INSTALL POST INDICATOR VALVE AND GUARD POSTS.
IN THE WORK LIMIT
SOLID SODDING
SOD UNPAVED AREA WITH TOP SOIL AND
IN THE WORK LIMIT
SOD UNPAVED AREA WITH TOP SOIL AND SOLID SODDING
FILL EARTH
11.FILL EARTH.
9. REPLACE ASPHALT CONCRETE PAVEMENT.
LINES.
1. REPLACE EXISTING STONE DITCHES WITH NEW RCP(D=300) STORM
REMOVE EXISTING STONE DITCH
10.REMOVE EXISTING STONE DITCH.
TAPPING VALVES, GATE VALVE, FITTINGS,THRUST BLOCKS, AND ETC.
4. INSTALL WATER SUPPLY LINES INCLUDING TAPPING SLEEVES,
GATE VALVE, FITTINGS, THRUST BLOCKS, AND ETC.
INCLUDING TAPPING SLEEVE, TAPPING VALVE,
INSTALL WATER SUPPLY LINE (PVC, D=65)
THAAD/2-1 ADA BATTERIES
REPAIR BARRACKS BLDG. #83 FOR
D - 17 - 11
2 73
AS SHOWN
HGFEDCBA
DESIGNED BY
CHECKED BY
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :SAFETY REP
SIGNAL REP
FES
FORCE PROTECTION
CHIEF,
DESIGN & TECH. REVIEW Br.
O & M
HOUSING DIV.
SYMBOL BY CHK.ZONE DATE APVD.
R E V I S I O N S
DESCRIPTION
UNITED STATES ARMY GARRISON DAEGU
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br
UNIT #15746, APO AP 96218-5746
DATE:
CAMP CARROLL
WIDTH VARIES
SEE PLAN
%(TYP)
GRADE
FINISHED
MATERIAL BASE
COMPACTED NON-FROST-SUSCEPTIBLE
JOINT FILLER JOINT SEALER
9.5
3R
AND WHERE WALKS ABUT OTHER CONCRETE STRUCTURES
STRAIGHT SECTIONS AND AT ALL RETURNS OF WALKS,
PROVIDE EXPANSION JOINTS AT MAXIMUM 15m INTERVALS FOR
3R
AGGREGATE USED.
BUT NOT LESS THAN THE MAXIMUM NOMINAL SIZE OF THE
BE AT LEAST ONE - FOURTH OF THE SIDEWALK SLAB THICKNESS.
EXCEED 1.25. THE DEPTH OF THE CONTRACTION JOINT WILL
THAT THE RATIO OF SLAB LENGTH TO WIDTH WILL NOT
TRANSVERSE CONTRACTION JOINTS SHALL BE SPACED SO
O.D
TW
M
IN
SATISFACTORY BACKFILL
OR MISC. AREAS
OR SEEDED AREAS,
SIDEWALK, TURFED
OF SOIL
TO ANGLE OF REPOSE
TRENCH WALLS CUT
EARTH TRENCH BOTTOM UNYIELDING MATERIAL TRENCH BOTTOM
FINISHED GRADE
INITIAL BACKFILL
BE FREE OF ROCK 13mm OR LARGER
GRANULAR MATERIAL, SHALL
BEDDING - SELECT
UNYIELDING MATERIAL
O.D. + 600 FOR 900 OR MORE I.D. PIPE
O.D. + 450 FOR 600 OR LESS I.D. PIPE
2. REINFORCING STEEL; YIELD STRENGTH, Fy= 300 MPa
1. CONCRETE; MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, Fc’= 24 Ma
MATERIAL PROPERTIES
CONCRETE SIDEWALK
TYPICAL TRENCH SECTION
SECTION EXPANSION JOINTCONTRACTION JOINT
OF SOIL
EARTH
FIRM UNDISTURBED
NOTE: TW =
T
Y P
T
Y P
1,500 TYP.
D
IA
REVIEWED BY
CHI, K. K.
YI, C. S.
NOT TO SCALE
CONCRETE SIDEWALK
NOT TO SCALE
PIPE TRENCH AND ENCASEMENT
SHEET OF
12 JUN 17
NOT TO SCALE
HEAD WALL
FINISH GRADE
ELEVATION SECTION REINFORCEMENT DETAIL
STONE DITCH
EXISTING
D13
HEAD WALL
PIPE TRENCH, CONCRETE SIDEWALK, AND
C-3
NOT TO SCALE
AC PAVEMENT TRANSITION DETAIL
EXST. SUBBASE COURSE
EXST. AC SURFACE
SECTION
NEW AC PAVED
COAT
BITUMINOUS TACK
SAW CUT & APPLY
PRIME COAT
NEW AC PAVEMENT
EXST. BASE COURSE
EXST. AC PAVEMENT
MIN.
3 4
D13@200 OC
HS-00658-5J
THAAD/2-1 ADA BATTERIES
REPAIR BARRACKS BLDG. #83 FOR
3 73
HGFEDCBA
DESIGNED BY
CHECKED BY
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :SAFETY REP
SIGNAL REP
FES
FORCE PROTECTION
CHIEF,
DESIGN & TECH. REVIEW Br.
O & M
HOUSING DIV.
SYMBOL BY CHK.ZONE DATE APVD.
R E V I S I O N S
DESCRIPTION
UNITED STATES ARMY GARRISON DAEGU
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br
UNIT #15746, APO AP 96218-5746
DATE:
CAMP CARROLL
REVIEWED BY
CHI, K. K.
YI, C. S.
SHEET OF
12 JUN 17
2-D19 BAR
2-D13 BAR
2-D16 BAR
2-D16 BAR
2-D19 BAR
2-D13 BAR
2-D10 BAR
2-D10 BAR
2-D10 BAR
2-D10 BAR
SIZE
VALVE
SIZE
VALVE
(WIDE)
A
(WIDE)
A
(DEPTH)
B
(DEPTH)
B
TIEROD TIEROD
DIMENSION TABLE OF CONCRETE BASE
PLAN - VALVE BOX
1,050 1,150
1,500 1,200
1,500 1,800
1,500 2,100
PIPE AND 71,820 NEWTONS/M† (1,500 PSF) SOIL BEARING PRESSURE.
SIZE OF CONCRETE BASE IS BASED ON 0.176 KG/mm† (250 PSI) PRESSURE IN THE
NOTE:
NON-TRAFFIC INSTALLATION
450 450 PAINTED DARK BROWN #30099
100mm DIA. GALVANIZED STEEL PIPE
GUARD POST
STEEL PIPE
50mm DIA. GALVANIZED
POST INDICATOR VALVE
FIRE HYDRANT OR
GUARD POST PLAN
M
IN
M
IN
P
R O
X
CONC. POST
GROUND LINE
GUARD POST DETAIL
F R
O
P T
H
PAINTED DARK BROWN #30099
POST INDICATOR VALVE
FIRE HYDRANT OR
FINISH AT 4 EA
STEEL PIPE PAINTED DARK BROWN #30099
GUARD POST 100mm DIA. GALVANIZED
WELDED CAP
8mm THK. STL PLATE
DARK BROWN PAINT FIN 3 EA
50mm DIA. GALVANIZED STEEL PIPE
300mm DIA. (TYP.)
GUARD POST SECTION
V A
R
IE
S
B
A UNDISTURBED SOIL
S E E
P
R O
F
IL
E
CONC. COLLAR
GROUND
WATER MAIN
CONCRETE BASE
BLOCKS (100 X 150)
BRICKS OR CONC.
ENDS SHOWN
GATE VALVE WITH BELL
2 EACH (SEE TABLE)
REBAR THE RODS
CONC. OR PVC (C-900) EXTENSION
VALVE BOX WITH
CONC. NON-TRAFFIC
150150 150150
UTILITY BOX PER MANUFACTURES STANDARD
PROVIDE NOMINAL 150mm DIA. ROUND
NOTE:
CONCRETE BASE RING
CONCRETE BASE
A.C PAVEMENT
A
GATE VALVE
B (SEE TABLE ABOVE RIGHT)
REBAR TIE ROD 2 EACH
M
IN
MIN.
VALVE BOX
C.I. TRAFFIC TYPE
SLIDE TYPE
OR 375mm DIA.
CONC. BASE 375mm SQ
TRAFFIC INSTALLATION
PAINTED DARK BROWN #30099
INDICATOR POST
OPEN
CONCRETE BASE
VALVE
COUPLING
POST INDICATOR VALVE
CAP
SUPPLY LINE
FIRE WATER
S E E
P
R O
F
IL
E
V A
R
IE
S
1, X
HANDLE
PADLOCK
CONCRETE COLLAR
375mm SQUARE
FNSH GRADE LINE
SLEEVE
EXTENSION ROD
GATE VALVE, AND POST INDICATOR VALVE
WATER SUPPLY AND DISTRIBUTION
C-4
A
A
B
C
B
1 GATE VALVE AND VALVE BOX
4 HS-00658-5J
THAAD/2-1 ADA BATTERIES
REPAIR BARRACKS BLDG. #83 FOR
4 73
TAPPING VALVE DETAIL
THREAD PIPE AS REQUIRED
TAPPED TEE WITH BELL ENDS (TYP.)WATER MAIN
COPPER
CORPORATION STOP
BELL END
W/BELL END
C.I. OR D.I. CAP
THREAD
CORPERATION STOP
FOR 150mm & SMALLER PIPE
SINGLE STRAP TYPE MAY BE USED
CLAMP 200mm & LARGER PIPE.
COPPER PIPE
SERVICE LINE FOR
PVC, C.I. OR D.I. PIPE
C.I. OR D.I. FITTING WITH BELL END
PVC C.I. OR D.I. PIPE
HUB(RING) TYPE COUPLING
INSTALL POSITION
JOINT AT READY TO
INSTALLED POSITION
MECHANICAL JOINT AT
MECHANICAL JOINT END
OR PIPE WITH
C.I. OR D.I. FITTING
PLUG WITH EARS
C.I. OR C.I.
CIVIL
AS SHOWN
HGFEDCBA
DESIGNED BY
CHECKED BY
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :SAFETY REP
SIGNAL REP
FES
FORCE PROTECTION
CHIEF,
DESIGN & TECH. REVIEW Br.
O & M
HOUSING DIV.
SYMBOL BY CHK.ZONE DATE APVD.
R E V I S I O N S
DESCRIPTION
UNITED STATES ARMY GARRISON DAEGU
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br
UNIT #15746, APO AP 96218-5746
DATE:
CAMP CARROLL
REVIEWED BY
CHI, K. K.
YI, C. S.
SHEET OF
12 JUN 17
TAPPING VALVE
GROUND
UNDISTURBED
EXISTING WATER MAIN
TAPPING SLEEVE
17 MPa
CONC. THRUST BLOCK
B
GROUND
UNDISTURBED
TAPPING VALVETAPPING SLEEVE
17 MPa
CONC. THRUST BLOCK
SECTION
SERVICE PIPE
TAPPING SLEEVE, VALVE & PIPE INSTALLATION
WATER SUPPLY AND DISTRIBUTION
C-5
A P L A N
B
1 MISCELLANEOUS PIPE INSTALLATION DETAILS
HS-00658-5J
THAAD/2-1 ADA BATTERIES
REPAIR BARRACKS BLDG. #83 FOR
5 73
HGFEDCBA
DESIGNED BY
CHECKED BY
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :SAFETY REP
SIGNAL REP
FES
FORCE PROTECTION
CHIEF,
DESIGN & TECH. REVIEW Br.
O & M
HOUSING DIV.
SYMBOL BY CHK.ZONE DATE APVD.
R E V I S I O N S
DESCRIPTION
UNITED STATES ARMY GARRISON DAEGU
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br
UNIT #15746, APO AP 96218-5746
DATE:
CAMP CARROLL
REVIEWED BY
CHI, K. K.
YI, C. S.
12 JUN 17
PIPE
PIPE TRENCH WALL
D.I. OR C.I. TEE
THRUST BLOCK
B C
PIPE
PIPE TRENCH WALL
C
PIPE
BRANCH LINE
B
THRUST BLOCK
INFORMATION
FOR ADDITIONAL
SEE DETAIL
NOTE:
TEE 6
M
IN
C PIPE #2
1,0751,525 1,5251,525350 1,525 675
5251,125300 1,125
1,500
1,325
1,500
1,325
1,750
1,750
L
1,1251,125 750
1,500
1,3251,325
1,500 1,050
1,750
1,750
1,300
1,350300 1,350
TYPE
1,100
1,300
1,100
1,300
225450
1,575
DEPTH
A
1,800
PIPE SIZE
C
B
1,575
1,800
TEE BRANCH
1,800350 1,800
1,125
2,075
1,125
2,075
1,025
1,300
1,550
1,025
1,300
1,550
450725 5005007251,0001,000 450
1,300
1,100
1,100
1,300
1,175
DEAD END
1,325
BA
1,175
DEPTH
1,325
C
9501,3501,350 450
1,525
1,525
475300
1,100
1,150
1,150
300225
225 400
450950 675675
300475
1,100
300300
300300
PIPE #2
PIPE #1
PIPE #4
PIPE #3
300 350 150350
450 450 150450
-225
225 300
225-
300225
150225
150300
TYPE
DEPTH
A
PIPE SIZE
C
B
DEPTH
BA
DEPTH
AC CB
DEPTH
BA
PIPE DEFELECTION
DEPTH
AC C
B
.7 to n /m
P R
E S S
U R
E
S O
IL
B
E A
R
IN
G
T Y P E
II
.3 to n /m
P R
E S S
U R
E
S O
IL
B
E A
R
IN
G
T Y P E
I
.7 to n /m
P R
E S S
U R
E
S O
IL
B
E A
R
IN
G
T Y P E
II
SEE TABLE
PIPE #2
OFFSET DISTANCE
FLEXIBLE PIPE
.3 to n /m
P R
E S S
U R
E
S O
IL
B
E A
R
IN
G
T Y P E
I
DEFLECTION
HORIZONTAL PIPE
DIMESION TABLE FOR THRUST BLOCK - (I)
BY CONCRETE.
FITTING JOINT IS COVERED
AS LONG AS NO PART OF THE
DIMENSION AND MAY BE EXCEEDED
TABLE IS MINIMUM ALLOWABLE
1. DIMENSION "C" AS SHOWN IN
NOTE:
1/4 BEND BEND8
1 BEND16
BEND32
DEFLECTION ANGLE OFFSET DISTANCE
PIPE
(mm)
DIAMETER
PVC
(OFFSET FOR L = 6,000)
BELL
END mm
HUB
END mm
C.I. OR D.I.
JOINT mm
(OFFSET FOR L = 5,400)
END mm
BELL MECH
PIPE
COUPLING
PIPE TRENCH WALL
THRUST BLOCK
B
C
B C
SEE DIMESION PIPE
HORIZONTAL DEFLECTION ANGLE
BEND 11 1/4 TO 90
SHEET OF
WATER SUPPLY DISTRIBUTION-THRUST BLOCK
C-6
A
ANGLE 1 2 3 4
PIPE BEND AT PIPE DEFLECTION 5
B C D
HORIZONTAL PIPE DEFLECTION
PIPE #3 & #4
ANGLE
DEFLECTION
1 THRUST BLOCK
HS-00658-5J
THAAD/2-1 ADA BATTERIES
REPAIR BARRACKS BLDG. #83 FOR
6 73
HGFEDCBA
DESIGNED BY
CHECKED BY
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :SAFETY REP
SIGNAL REP
FES
FORCE PROTECTION
CHIEF,
DESIGN & TECH. REVIEW Br.
O & M
HOUSING DIV.
REVIEWED BY
SYMBOL BY CHK.ZONE DATE APVD.
R E V I S I O N S
DESCRIPTION
SHEET OF
UNITED STATES ARMY GARRISON DAEGU
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br
UNIT #15746, APO AP 96218-5746
DATE:
ss ss
SS
DN. DN.
s.s
W1
LS
ss ss ss
UP UP
AE 01
SCALE : 1 / 100
EXISTING FLOOR PLAN, BLDG #83
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
MISSION OPERATION.
WORK STAGE BY STAGE WITHOUT ANY INCONVENIENCE TO THE CUSTOMER’S
THE WORK AND GET APPROVAL FROM THE GOVERNMENT AND EXECUTE
THE CONTRACTOR SHALL SUBMIT WORK SCHEDULE PRIOR TO COMMENCING
OR RENOVATION.
CONDITION AND DIMENSIONS PRIOR TO COMMENCING ANY CONSTRUCTION
THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING ALL EXISTING
AND SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.
FIELD BY THE CONTRACTOR ACCORDING TO ACTUAL FIELD CONDITIONS
EXACTLY FIELD CONDITIONS, SUCH DETAILS SHALL BE PREPARED IN THE
SOME DETAILS SHOWN ON THIS CONTRACT DRAWINGS MAY NOT MATCH
APPROVED BY THE C.O. OR HIS COR. BEFORE FABRICATION AND INSTALLATION.
DRAWINGS FOR ALL DOOR AND WINDOW DETAILS AND DRAWING SHALL BE
MANUFACTURER’S INSTRUCTIONS. THE CONTRACTOR SHALL PREPARE SHOP
ALL DOORS AND WINDOWS SHALL BE FABRICATED I.A.W. SPECIFICATIONS AND
WORK.
BE DONE TO INSURE ROUGH-IN WORK IS ACCOMPLISHED PRIOR TO FINISHING
TELEPHONE AND FIRE ALARM SYSTEM COORDINATION OF THIS WORK MUST
THE INSTALLATION AND REPLACEMENT OF MECHANICAL, ELECTRICAL,
CUT, PATCH AND RESTORE WALLS, FLOORS AND CEILING TO MAKE WAY FOR
APPROVED CAULKING MATERIALS RATED FOR THE FIRE WALL.
ALL PENETRATIONS THROUGH FIRE RATED WALLS MUST BE SEALED WITH
PLATE, ETC.)
ROOF THAT DISTURB WATERPROOFING WORK. (ANTENNA, WIRE, SYMBOL, NAME
THE CONTRACTOR SHALL REMOVE & REINSTALL ALL EQUIPMENTS ON THE
GENERAL NOTES
INSULATION R-VALUE (ROOF - 3.94 K.SM/ W AND WALL - 2.7 K.SM/ W)
1A 1F FLOOR PLAN
1B 2F FLOOR PLAN
UFC 4-010-01
ASTM F 2248
ASTM E 1300
ASTM F 1642
FOR BUILDINGS.
DoD MINIMUM ANTITERRORISM STANDARDS
RESISTANT GLAZING FABRICATED WITH LAMINATED GLASS.
3-SECOND DURATION DESIGN LOADING FOR BLAST
STANDARD PRACTICE FOR SPECIFYING AN EQUIVALENT
OF GLASS IN BUILDINGS.
STANDARD PRACTICE FOR DETERMINING LOAD RESISTANCE
SYSTEMS SUBJECT TO AIRBLAST LOADINGS.
STANDARD TEST METHOD FOR GLAZING AND GLAZING
m m m m m m m m m m
10566mm
34’-8"
35560mm
116’-8"
3658mm
12’-0"
4879mm
16’-0"
2437mm
8’-0"
3454mm
11’-4"
10566mm
34’-8"
10566mm
34’-8"
5283mm
17’-4"
2028mm
6’-8"
3458mm
11’-4"
3658mm
12’-0"
10566mm
34’-8"
35560mm
116’-8" m m m m m m m m
10566mm
34’-8"
3454mm
11’-4"
2437mm
8’-0"
4879mm
16’-0"
3658mm
12’-0"
10566mm
34’-8" m m m m m m m m m m
10566mm
34’-8"
3658mm
12’-0"
3458mm
11’-4"
2028mm
6’-8"
5283mm
17’-4"
10566mm
34’-8"
35560mm
116’-8"
N
4. CODE REFERENCES
CONDITION TO ADJACENT AREAS AS DIRECTED BY THE CONTRACTING OFFICER.
DAMAGES TO EXISTING AREAS CAUSED BY THIS PROJECT AND TO MATCH
THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT OR REPAIR ALL
FOR APPROVAL TO THE C.O. OR HIS COR.
CONTRACTOR SHALL SUBMIT MANUFACTURERS INSTALLATION SHOP DRAWINGS
CONTRACT.
ARCHITECTURAL SCOPE OF WORK AT NO ADDITIONAL COST TO THE PROJECT
OF THIS PROJECT. THE DETAILS WILL BE UTILIZED TO ACCOMPLISH THE
INSTALLATION MANAGEMENT COMMAND, 30 OCTOBER 2015" FORM AS A PART
DRAWINGS FOR O&MA PROJECTS, KOREA, DEPARTMENT OF THE ARMY
THE ARCHITECTURAL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL
KIM, CHI SOP
THAAD/2-1 ADA BATTERIES
REPAIR BARRACKS BLDG. #83 FOR
MUN, SON KI
12 JUN 17
EXISTING FLOOR PLAN, BLDG #83
CODE REFERENCES
GENERAL NOTES
ARCHITECTURAL
HS-00658-5J
AS SHOWN
D - 17 - 11
7 73 AE-01
HGFEDCBA
DESIGNED BY
CHECKED BY
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :SAFETY REP
SIGNAL REP
FES
FORCE PROTECTION
CHIEF,
DESIGN & TECH. REVIEW Br.
O & M
HOUSING DIV.
REVIEWED BY
SYMBOL BY CHK.ZONE DATE APVD.
R E V I S I O N S
DESCRIPTION
SHEET OF
UNITED STATES ARMY GARRISON DAEGU
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br
UNIT #15746, APO AP 96218-5746
DATE:
AE 02
SCALE : 1 / 100
NEW FLOOR PLAN, BLDG #83
MECH. RM
UP UP
S I N
K L
A U
N D
R Y
COMM. RM.VALVE RM.
m m
3300mm
10’-10"
LAV
3200mm
10’-6"
3100mm
10’-2" m m m m
1760mm
5’-9" m m
1580mm
5’-2" m m
3320mm
10’-11" m m
4925mm
16’-2" m m m m
3000mm
9’-10" m m m m
3180mm
10’-5"
6290mm
20’-8" m m
6040mm
19’-10" m m
"1760mm
5’-9" m m
"3010mm
9’-10"
LAV
m m
3180mm
10’-5"
6290mm
20’-8" m m
6040mm
19’-10" m m
" 1760mm
5’-9" m m
" 3010mm
9’-10"
SCOPE OF WORKSCOPE OF WORK
A. CONSTRUCTION / ALTERATION : L - WORK
REPAIR EXISTING EXTERIOR INSULATION FINISH SYSTEM.
VINYL COVE BASE AND NECESSARY ACCESSORIES.
REPLACE EXISTING FLOOR TILE WITH NEW VINYL COMPOSITION TILE INCLUDING19
2F FLOOR PLAN
1F FLOOR PLAN
m m m m
3300mm
10’-10" m m
LAV
m m
"1760mm
5’-9"
LAV 1
m m m m
1580mm
5’-2" m m
5495mm
18’-0" m m
LAV
LAV
m m
4525mm
14’-10"
1595mm
5’-3"
3305mm
10’-10" m m
3010mm
9’-10" m m
6303mm
20’-8" m m
6023mm
19’-9"
3048mm
10’-0"
1760mm
5’-9" m m
1380mm
4’-6"
DN.DN.
REPLACE ALL EXISTING CEILING SYSTEM WITH NEW INCLUDING CEILING ACCESS DOOR.
REPLACE EXISTING CEILING INSULATION WITH NEW INCLUDING NECESSARY ACCESSORIES.
AND NECESSARY ACCESSORIES.
REPLACE EXISTING INTERIOR WALL WITH NEW INCLUDING METAL FRAME, INSULATION
NECESSARY ACCESSORIES.
INSTALL INTERIOR WALL WITH NEW INCLUDING METAL FRAME, INSULATION AND
NECESSARY ACCESSORIES.
REPLACE DETERIORATED EXISTING DOOR AND DOOR FRMAE WITH NEW INCLUDING
REMOVE EXISTING CMU WALL FOR NEW OPENING.
OAK WOOD TRIM, VENETIAN BLIND AND NECESSARY ACCESSORIES.
REPLACE EXISTING WINDOW WITH NEW BLAST RESISTANT WINDOW INCLUDING
BLOCK-UP EXISTING DOOR / WINDOW OPENING.
WALL CABINETS WITH NEW.
REPLACE EXISTING KITCHEN BASE (BOWL, SOLID SURFACE ARTIFICIAL SINK TOP) AND
BLOCKS AND NECESSARY ACCESSORIES.
REPLACE EXISTING RAIN GUTTER AND DOWNSPOUTS WITH NEW INCLUDING SPLASH
L E G E N DL E G E N D
EXISTING CMU OR METAL WALL
WOOD DOOR WITH FRAME
STEEL DOOR WITH FRAME
WITH FIRE EXTINGUISHER
EXISTING FIRE EXTINGUISHER CABINET
BLAST RESISTANT WINDOW
ROBE HOOK, SOAP DISH, SHOWER CURTAIN AND NECESSARY ACCESSORIES.
REPLACE EXISTING BATHROOM ACCESSORIES WITH NEW INCLUDING TOWEL BAR,
101A101B
101C 101D
101E
102A 102B
102C
102D
102E
103A
103B
103C
103D
103E
104105
104A104B105106B 106A
106E
107D
106D
106C
107A
107E
107B
107C
108A
108B
108C
108D 108E
201E
201B 201A
201C 201D
202D
202C
202B
202E
202A
202203
203A
203B
203D
203C
203E
206E
206B 206A
207C 207D
206D
206C
207A
207E
207B
208A
208C
208B
208D 208E
4515mm
14’-10"
/ w KITCHEN
LIVING RM.
/ w KITCHEN
LIVING RM.
/ w KITCHEN
LIVING RM.
/ w KITCHEN
LIVING RM.
/ w KITCHEN
LIVING RM.
/ w KITCHEN
LIVING RM.
/ w KITCHEN
LIVING RM.
/ w KITCHEN
LIVING RM.
/ w KITCHEN
LIVING RM.
/ w KITCHEN
LIVING RM.
/ w KITCHEN
LIVING RM.
/ w KITCHEN
LIVING RM.
BED RM.
BED RM.
BED RM.
BED RM.
BED RM.
BED RM.
BED RM.
BED RM.BED RM.
BED RM.BED RM.
BED RM.
WIC
WIC
WIC
WICWIC
WIC
WICWIC
WIC
WIC
WIC
WIC
SEAL EXISTING CONCRETE JOINT BETWEEN MECH. ROOM AND 2F BALCONY.
(WORKING AREA ONLY, SEE MECH. DWG.)
RESTORE EXISTING 1F FLOOR CONCRETE SIDE WALK AFTER MECHANICAL WORK.
m m
2080mm
6’-10"
2080mm
6’-10" m m
REPLACE EXISTING INTERIOR AND EXTERIOR SIGNAGE WITH NEW.
INCLUDING NECESSARY ACCESSORIES.
REPLACE EXISTING DETERIORATED FASCIA BOARD, SOFFIT AND NAILER WITH NEW
REPLACE EXISTING SHEET METAL FLASHING AND WATER DRIP WITH NEW.
REMOVE AND REINSTALL EXISTING ELECTRONIC LOCK SYSTEM.
PAINT ON ALL INTERIOR & EXTERIOR SURFACE.
2. THIS PROJECT DOES NOT INCLUDE THE FURNITURE.
1. BLDG #83 : 2 STORY BUILDING.
1A
1B m m m m m m m m m m
10566mm
34’-8"
35560mm
116’-8"
3658mm
12’-0"
4879mm
16’-0"
2437mm
8’-0"
3454mm
11’-4"
10566mm
34’-8"
10566mm
34’-8"
5283mm
17’-4"
2028mm
6’-8"
3458mm
11’-4"
3658mm
12’-0"
10566mm
34’-8"
35560mm
116’-8" m m m m m m m m
10566mm
34’-8"
3454mm
11’-4"
2437mm
8’-0"
4879mm
16’-0"
3658mm
12’-0"
10566mm
34’-8" m m m m m m m m m m
10566mm
34’-8"
3658mm
12’-0"
3458mm
11’-4"
2028mm
6’-8"
5283mm
17’-4"
10566mm
34’-8"
35560mm
116’-8"
N
S.S.
S.S. S.S.
S.S. S.S.
S.S.
S.S.
S.S. S.S.S.S.
LAV
S.S.
LAV
LAV
NECESSARY ACCESSORIES. (WORKING AREA ONLY)
REINFORCE EXISTING DETERIORATED WOOD BEAM WITH STEEL TUBE AND
LAV
LAV
STORAGE
NOTE
52mm THK METAL STUD WALL
92mm THK METAL STUD WALL
100mm THK METAL STUD WALL
152mm THK METAL STUD WALL
26 INSTALL PIPE CHASE FOR MECHANICAL WORK.
WIC WALK IN CLOSET
MECHANICAL WORK. (WORKING AREA ONLY, SEE MECH. DWG.)
REPLACE EXISTING 1F FLOOR AND MECHANICAL ROOM CONCRETE SLAB FOR
1760mm
5’-9"
LAV
SEE ENLARGED PLAN
AE 12
SEE ENLARGED PLAN
AE 13
SEE ENLARGED PLAN
AE 14
SEE ENLARGED PLAN
AE 15
ACCESSORIES ON EXISTING ASPHALT SHINGLE ROOF AND MECH. ROOM CONCRETE ROOF.
APPLY ACRYLIC FLUID-APPLIED WATERPROOFING SYSTEM INCLUDING NECESSARY
NECESSARY ACCESSORIES.
REPLACE EXISTING TOILET WITH NEW INCLUDING WALL TILE, FLOOR TILE AND
MEDICINE CABINET WITH NEW.
REPLACE EXISTING VANITY CABINET, COUNTER TOP, TOWER BAR, SOAP DISH AND
KIM, CHI SOP
THAAD/2-1 ADA BATTERIES
REPAIR BARRACKS BLDG. #83 FOR
MUN, SON KI
12 JUN 17
LEGEND, NOTE
NEW FLOOR PLAN, BLDG #83
SCOPE OF WORK
ARCHITECTURAL
HS-00658-5J
AS SHOWN
D - 17 - 11
8 73 AE-02
File details come from the government source that posted it. Updated .