W9128A-18-B-0002_Am-0003_Drawings_(2_of_2).pdf
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- FY16 MCAF KNMD043004, Fighter Alert Facility, Joint Base Pearl Harbor-Hickam (JBPHH), Oahu, Hawaii
- Solicitation number
- W9128A-18-B-0002
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Am-0003 - Drawings (2 of 2)
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'-1
6'-6" 57'-0" 4'-6" 5'-0" 14 SPACES @ 4’-0 = 56’-0"
NON ACCUMULATING
2'-0"2'-0"
'-0
'-0
'-0
'-9
'-0
'-9
2'-2"2'-2"
1'-0"
'-7
'-2
'-4
'-6
19'-8 ¼" 19'-8 ¼"
16'-3" 16'-3"
'-0
"1 '-0
" 2'-6"2'-6"
10'-0"10'-0"
10'-0"10'-0"1'-0"
1'-0"
'-0
8"6'-0"
9'-5"
'-0
'-6
" 2'-0"
3'-0"
6'-10"
7'-0"
'-3
'-0
1'-0"
'-0
1'-0"
'-6
'-1
3" 3"
6" 6'-5"
4'-11 3 4"
2'-8 12 "
1'-10 12
9"
'-0
'-0
'-0
1'-9"
1'-11"
'-6
'-0
'-6
1'-7"
1'-0"
1'-0"
'-0
'-0
'-0
'-0
'-0
11'-0" 24'-0"±1 4"
32'-10"±1 4" 33'-0"±1
4"
14'-4"±1 4" 20'-10"
'-0
TYP AT A, B, C,
D, E, F
TYP AT 1A, 2A,
3A, 4A
TYP AT A, B, C,
D, E, F, G
TYP AT 1A, 2A,
3A, 4A
TYP AT A, B, C,
D, E, F, G
SEE FOR "FUEL
PAD PLAN"
TYP AT A, B, C,
D, E, F
EMB
EMB
EMB
06 EMB
EMB
EMB
EL. (-0.15)'
TERMINATE 8 #8 T & B AND 3 #4
EF @ GRID LINE 'H'-BEND
BOTTOM 8 #8 UP 1-6-TYP @ GRID
LINES 1 #4
FOR EL. SEE
EL. (-0.48)
EL. VARIES
EL. (-0.06)
EL. (-0.55)
FLOOR
DRAIN
SEE FOR "GRID LINE 'A' BEAM
PLAN AND ELEVATION"
SPECIAL STAGGERED
SPLICE DETAIL FOR
TRANSVERSE BEAM ALONG
GRID LINE "D", "E", & "F" ON
SHEET: S11
EL. 99.85'
FLOOR
DRAIN
EL. (-0.10)
EL. (-0.05)
ALL SLAB
STEEL TO
TERMINATE
3 3/4"FROM
ISOLATION PAD
SPECIAL STAGGERED SPLICE DETAIL
FOR TRANSVERSE BEAM-ALONG
GRID LINE "A"-ON SHEETS S10-S11.
SEE FOR
"ISOLATION PAD
EMBEDMENTS
PLAN"
ISOLATION PAD
SYMMETRICAL ABOUT
UNLESS OTHERWISE
SHOWN OR NOTED
EL. (0.00) BETWEEN GRID LINES (2A 3A.)
EL. (0.00) TO SLAB
DROP
TERMINATE BOTTOM & MID HEIGHT BARS 6" BEYOND GRID
LINE 'E', TERMINATE TOP BARS, STAGGERED AS SHOWN, 3'-9,
5'-9, 4'-9 & 6'-9 BEYOND GRID LINE 'E'
EL. (0.00) TO SLAB
DROP
2'-0" SQ PEDESTAL
EL. (0.03) TYP. @
GRID LINES 1A, 2A
3A, 4A.
SPECIAL STAGGERED
SPLICE DETAIL FOR TRANS- VERSE
BEAM ALONG GRID LINE "G" ON SHEET
S11
TOD EL. (-1.79)
SPLICES IN LONGITUDINAL BEAMS CLASS
'B' IF STAGGERED OR CLASS 'C' IF MORE
THAN 50% OF STEEL SPLICED IN LINE.
(5) PIPES TO HYDRANTS.
SEE SHEET M1.
WATER SERVICE
ENTRANCE
SPLICES NOT ALLOWED
IN TRANSVERSE BEAMS TOP & BOT BARS :
ON GRID LINES 'B' & 'C'
ALL TOP BARS TO HAVE
STD 90° HOOK ADJACENT
TO ISOLATION PAD (#4’S @ MID HT.
MAY-BE SPLICED NEAR ISOLATION PAD.)
TYPICAL 10" SLAB REINFORCEMENT
#4 @ 6" EW T & B-SPLICES IN
SLABS TO BE CLASS 'B' (16" LAP)
IF STAGGERED OR CLASS 'C'
(20" LAP) IF MORE THAN 50%
OF STEEL SPLICED IN LINE
SEE FOR "GRID LINE 'A' BEAM
PLAN AND ELEVATION"
SEE FOR
"AUGMENTOR/DEFLECTOR
PLAN"
SIM.
SIM.
EL. (-0.15)
TOD EL. (-1.40)
3/4" IJ ALL
AROUND
ISOLATION
PAD
FLOOR
DRAIN
EL (-0.10)
PERIMETER EL. (-0.15)
TOD EL. (-3.05)
FOR EL. SEE
EL. (-0.48)
EL. VARIES
FLOOR
DRAIN
EL. (-0.06)
EL. (-0.55)
(1) PIPE TO
HYDRANT
EL. (0.00)
EL. (-0.05)
SEE SHEET S152 FOR NOTES
EL. (-0.35)
3/4" IJ
3/4" IJ
PERIMETER EL (-0.24)
3/4" IJ
3/4" IJ
2"Ø
3/4" IJ
A
B
C
D
E
F
G
H
J
A
B
C
D
E
F
G
H
J
1A 1 2A 2 3 3A 4 4A
136'-0"
66'-0"±1 4" 24'-0"±1
4" 11'-0"
20'-10" 14'-4"±1 4" 65'-8"±1
4"
2"
'-0
¼
/4
/4
CL
#2
#1
1'-0"
'-9
'-0
8" 6'-0"
3"Ø
'-1
'-0
'-0
N
6" 6"
NTS
NTSNTS EL. (-0.15)
'-0
'-5
EL. (-0.15)'
1'-0"
'-5
3'-1"
2"
20'-9" 20'-9"
1'-0"
'-0
1'-0"
'-0
(5 ) 7
"ø x4
0'
M
IC
ROPIL
E
(5 ) 7
"ø x4
0'
M
IC
ROPIL
E
(5 ) 7
"ø x4
0'
M
IC
ROPIL
E
(5 ) 7
"ø x4
0'
M
IC
ROPIL
E
(2 ) 7
"ø x4
0'
M
IC
ROPIL
E
(2 ) 7
"ø x4
0'
M
IC
ROPIL
E
(2 ) 7
"ø x4
0'
M
IC
ROPIL
E
(2 ) 7
"ø x4
0'
M
IC
ROPIL
E
(2 ) 7
"ø x4
0'
M
IC
ROPIL
E
(2 ) 7
"ø x4
0'
M
IC
ROPIL
E
(2 ) 7
"ø x4
0'
M
IC
ROPIL
E
(2 ) 7
"ø x4
0'
M
IC
ROPIL
E
(2 ) 7
"ø x4
0'
M
IC
ROPIL
E
(2 ) 7
"ø x4
0'
M
IC
ROPIL
E
(2 ) 7
"ø x4
0'
M
IC
ROPIL
E
(2 ) 7
"ø x4
0'
M
IC
ROPIL
E
(2 ) 7
"ø x4
0'
M
IC
ROPIL
E
(2 ) 7
"ø x4
0'
M
IC
ROPIL
E
LEGEND:
INDICATES CHANGE IN ELEVATION
(0.00) INDICATES ELEVATION RELATIVE
TO REFERENCE ELEVATION
NOTES:
1. CONTRACTOR SHALL
VERIFY DIMENSIONS,
CONNECTION LOCATIONS,
ETC WITH EXISTING HUSH
HOUSE BEFORE IT IS
DISSASSEMBLED.
2. CONTRACTOR SHALL
RETAIN VITAL LINK TO
CONSULT AND TO ASSIST
DURING THE FOUNDATION
CONSTRUCTION. VITAL
LINK POINT OF CONTACT:
JOHNNY GUNNELS,
JGUNNELS@VITALLINK.COM
(979) 885-4181 EXT 121, AND
JASON REDDEN,
JREDDEN@VITALLINK.COM,
(979) 885-4181 EXT 125.
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND
CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION
SHEET
M A
R K
D E
S C
R
IP
T
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N A
P P
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D A
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US Army Corps of Engineers ® Honolulu District
A
B
C
D
1 2 3 4 5
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S
IG
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D B
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U .S
. A R
M Y
C O
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SHEET
IDENTIFICATION
OF
M A
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D E
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JO
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EXPIRATION DATE OF THE LICENSE 4/30/2018
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AutoCAD SHX Text O'
AutoCAD SHX Text 16'
AutoCAD SHX Text 3/16" = 1'-0"
AutoCAD SHX Text 4'
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AutoCAD SHX Text 2'
AutoCAD SHX Text raink Text Box raink Text Box raink Text Box 3/09/18
'-1
'-0
'-0
'-0
'-1
8'-6"
17'-0"
EL (0.00)
EL (14.15)
EL (0.00)
EL (-0.35)
PLACED END
TO END
AS SHOWN.
(TYP. BOTH
RETAINING
WALLS.)
(TYP.)
CONTRACTION
JOINT FOR
AUGMENTOR
WALL
A
'-0
'-1
4" ISOLATION JOINT
TYP. BOTH SIDES.
4"
'-1
'-6
EL 108.71'
NOTE: 4-
EMB
(TYP.) 3
PLACES
(TYP.) 3
PLACES
EMB
CONT
CONT
EL (-1.71)
EL
(-1
.71
EMB
EL 104.60'
EMB
A2
A1
EL
(-1
.71
'-2
SCALE: 3/16" = 1'-0"A1
AUGMENTOR/DEFLECTOR PLAN
'-5
'-3
'-1
'-0
'-1
'-6
3'-11 2"
2'-0" 3'-9" 8'-0"±1 4" 2'-0"
'-0
EDGE OF CONCRETE
SEE NOTE BELOW
TYP.
OF 4
TYP.
OF 6
TYP.
OF 2
EL
(-1.15)
EL
(-0.35)
EL (-1.35)
TOP EL (-1.40)
EL (-0.15)
TYP.
OF 4
EMB
EMB
EMB
EMB
EMB
EMB
1'-0"
19'-111 4"
8'-21 2"
'-9
'-3
'-6
'-4
4 433
A
'-0
SCALE: 3/16" = 1'-0"A3
ISOLATION PAD EMBEDMENTS PLAN
EL. VARIES FROM
(0.00) @ GRID-LINE
2A TO (-0.15) @ EDGE
OF SLAB.
EL. VARIES FROM (0.00) @
GRID-LINE 3A TO (-0.15) @
EDGE OF SLAB.
EL. (-3.17)±.02 AT LOW POINT
OF CURVED SURFACE
EL (0.00)
+0.0 -.02
EL (-0.15)
EL (0.00) EL (-0.03)
EL VARIES
EL (-0.55)
EL (-0.06)
EL (-0.06)
EL (-0.24)
EL (-0.35)
EL (-0.15)
EL (-0.06)
EL VARIES
EL (-0.15)
EL (-0.03)
EL (-0.15)
EL (-0.15)
EL (-0.03)
EL (-0.55)
EL (-0.15)
EL (-0.06)
EL (-0.77)
EL (-0.05)
+.02 -.04
EL (0.00)
+0.0 -.02
EL (0.00)
+0.0 -.02
EL (-0.05)
+.02 -.04
EL (0.00)
TO SLAB DROP
EL (0.00)
FROM GRID-LINE
2A TO 3A
+.04 -0.0
+_ .02 +_ .02 +_ .02 +_ .02
+.04 -0.0
1A 1 2A 2 3 3A 4 4A
J
H
G
F
E
D
C
B
A
SCALE: 3/32" = 1'-0"B3
FOUNDATION SLOPE AND DRAINAGE PLAN
1" DEEP GROOVE FORMED IN SIDES.
SAW CUT OR VIBRATE STRIPS ON
TOP SLIRFACES.
FILL WITH JOINT SEALANT.
ALL REINFORCEMENT
-CONTINUOUS THRU /
CONTRACTION JOINT.
EL (-1.71)
EL (-1.71)
EL (-4.00)
CONTRACTION JOINT IN
AUGMENTOR WALL
EMB
SCALE: 1/2" = 1'-0"A5
DETAIL
NOTE :
ALL ISOLATION PAD EMBEDMENTS
ARE TO BE SET FLUSH W/ TOP OF
CONCRETE. EACH FRONT TO BACK
PAIR OF WHEEL RAMP ASSEMBLY,
RETAINER EMBEDMENTS ITEMS
TO BE HELD CO-PLANAR AT
TOP SURFACE.
EMB
EMB
AND
NOTES:
1. UNLESS OTHERWISE NOTED, TOLERANCES ON ELEVATIONS ARE
±.04 FEET. ALL SPECIAL TOLERANCES ARE NOTED ON THE
FOUNDATION SLOPE AND DRAINAGE PLAN (DETAIL 2 ON SHEET
S2). POSITIVE DRAINAGE MUST BE ENSURED AT ALL LOCATIONS.
2. UNLESS OTHERWISE NOTED, TOLERANCES ON DIMENSIONS
ARE ±1/2 INCH. ALL BOLT PATTERN TOLERANCES ARE GIVEN
AS ±1/8" AND GRIDLINE LAYOUT TOLERANCES ARE ± 1 / 4 ".
3. CLEAN OUT. SEE MECHANICAL DRAWINGS FOR DETAILS.
4. STATIC GROUND RECEPTACLE; SEE ELECTRICAL DRAWINGS FOR DETAILS.
5. ELECTRICAL STUB-UPS; SEE ELECTRICAL DRAWINGS FOR DETAILS.
6. TELEPHONE/COMMUNICATIONS STUB-UP; SEE ELECTRICAL DRAWINGS FOR DETAILS.
7. HUSH HOUSE SUPERSTRUCTURE ERECTION CONTRACTOR SHALL
LOCATE AND INSTALL ADDITIONAL BAFFLES USING ADHESIVE
ANCHORS INTO CONCRETE SLAB.
8. FOUNDATION CONTRACTOR IS TO ESTABLISH A BENCHMARK SET IN
CONCRETE OR PERMANENTLY MARKED AT REFERENCE ELEVATION (0.00)
9. MINIMUM CONCRETE COVER FOR REINFORCING BARS:
3" FOR CONCRETE CAST AGAINST AND PERMANENCY
EXPOSED TO EARTH
2" FOR CONCRETE EXPOSED TO EARTH OR WEATHER* (#8 BARS)
1 1 / 2 " FOR CONCRETE EXPOSED TO EARTH OR WEATHER* (#4 BARS)
*THIS INCLUDES ALL SLAB TOP STEEL
10. ALL CONCRETE WORK, AND REBAR FABRICATION, AND PLACING SHALL
BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE BUILDING
CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318) AND
RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING,
AND PLACING CONCRETE (ACI 304).
11. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 FOR
ALL DEFORMED BARS. WELDED WIRE FABRIC SHALL CONFORM TO
ASTM A 185. WELDED WIRE FABRIC SHALL BE OVERLAPPED A
MINIMUM OF 12" AT THE EDGES.
12. ALL SPLICE LAPS AND EMBEDMENT LENGTHS SHALL BE AS SHOWN
BELOW UNLESS OTHERWISE INDICATED IN THE DRAWINGS:
13. REFERENCE ELEVATION 100-0" EQUALS ACTUAL ELEVATION 2729.15'
ABOVE MEAN SEA LEVEL.
14. INSTALL 1-1/2" DIA. POST HYDRANT. SEE MECHANICAL DRAWINGS FOR
DETAILS.
15. EMERGENCY EYEWASH SHOWER STUB UP.
16. MAIN 4" CONDUIT SLAB PENETRATION.
17.1" LIFT STATION CONDUIT.
18. 1" METER CONDUIT.
BAR SIZE MIN. LAP LENGTH MIN. EMBEDMENT LENGTH
TOP OTHER TOP OTHER
2'-6" 2'-0" 1'-6" 1'-0"#4
7'-0" 5'-0" 4'-0" 3'-0"#8
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND
CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION
SHEET
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
US Army Corps of Engineers ® Honolulu District
A
B
C
D
1 2 3 4 5
D E
S
IG
N E
D B
Y
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
SHEET
IDENTIFICATION
OF
M A
R K
D E
S C
R
IP
T
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N A
P P
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D A
T E
JO
IN
T B
A S
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EXPIRATION DATE OF THE LICENSE 4/30/2018
/4
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S152
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AutoCAD SHX Text C
AutoCAD SHX Text S556
AutoCAD SHX Text A5
AutoCAD SHX Text S152
AutoCAD SHX Text A5
AutoCAD SHX Text S152
AutoCAD SHX Text A5
AutoCAD SHX Text S152
AutoCAD SHX Text A5
AutoCAD SHX Text S152
AutoCAD SHX Text
AutoCAD SHX Text S556
AutoCAD SHX Text B
AutoCAD SHX Text S556
AutoCAD SHX Text
AutoCAD SHX Text S551
AutoCAD SHX Text
AutoCAD SHX Text S551
AutoCAD SHX Text O'
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 6'
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text 1'
AutoCAD SHX Text 3'
AutoCAD SHX Text 5'
AutoCAD SHX Text O'
AutoCAD SHX Text 16'
AutoCAD SHX Text 3/16" = 1'-0"
AutoCAD SHX Text 4'
AutoCAD SHX Text 8'
AutoCAD SHX Text 12'
AutoCAD SHX Text 2'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text raink Text Box 122a raink Text Box raink
TOP OF SLAB
6" CAPILLARY
BARRIER
ORIGINAL
GRADE.
3 #4 TOP LAPPED INTO RETAINING WALL
2'-6" 3'-0"
2'-6" 3'-0"
3 #4 BOTTOM
20'-0"
#4 36" W/ STD. 90° HOOK ANCHORED
ON BOTTOM BARS (MAY POINT IN OR OUT) SEE
3 #4 TOP
#4 @ 12" O.C. TOP
#4 @ 12" O.C. BOTTOM
#4@ 12" O.C. TOP
#4 @ 12" O.C. TOP
#4 @ 12" O.C. BOTTOM
8 #4 T & B EQ. SP.
#4 @ 12" O.C. TOP
#4 @ 12" O.C. BOT.
9 #4 BOTTOM
#4 BARS @ 12" O.C.
BOTTOM
#4 TIES @ 24" O.C.
SYMMETRICAL
ABOUT
3 #8 BOTTOM
#4 TIES @ 6" O.C.
#4 BARS BOTTOM
SPACED BETWEEN
#4 @ 24" O.C. BOTTOM#4 TOP
6 #4 BOTTOM
3 #8 BOTTOM
3 #4 TOP
S556
SCALE: 3/8" = 1'-0"A3
SECTION
SCALE: NTSD3
SLAB ON GRADE
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND
CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION
SHEET
M A
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D E
S C
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US Army Corps of Engineers ® Honolulu District
A
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IDENTIFICATION
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H
J
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G
F
D
A
C
11A 4A2
C
L
OP
OP
13'-0"
B
OP
OP
CL
1A 1 2 3 4 4A
J
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A
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OP
OP
OP
OP
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1A 1 2 3 4 4A
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OP OP
OP OP
1A 1 2 3 4 4A
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OP OP OP
OP
OP OP
J
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1A 1 2 3 4 4A
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OP OP
J
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G
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1A 1 2 3 4 4A
B
OP
OPOP
OP J
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1A 1 2 3 4 4A
B
C
OP
OPOP
OP
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J
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A
1A 1 2 3 4 4A
B
OPOP
OPOP
FIRST PLACEMENT SECOND PLACEMENT THIRD PLACEMENT FOURTH PLACEMENT
FIFTH PLACEMENT SIXTH PLACEMENT SEVENTH PLACEMENT EIGHTH PLACEMENT
CONTRACTION JOINT PLAN
CONTROL JOINT THRU BEAM OR AT EDGE BEAM
PREVIOUS PLACEMENT
NEW CONCRETE PLACEMENT
PLACEMENT KEY
1A 1 2 3 4 4A
J
H
G
F
E
D
C
B
A
JET FUEL RESISTANT
JOINT SEALER
BOND BREAKER MATERIAL
TOP OF STEEL
REINFORCING STEEL
CONTINUOUS
UNDER JOINT
2" CHAMFER
OR RADIUS
2"
2"
2"
JET FUEL RESISTANT
JOINT SEALER
ISOLATION JOINT
COMPRESSIBLE
FILLER
FULL DEPTH
OF SLAB
2" CHAMFER
OR RADIUS
REINFORCEMENT
TERMINATES 3"
FROM JOINT C.L
4"
2"
2"
2"
C L T
/4 M
IN
T/10
MIN.
CONTROL JOINT & CONSTRUCTION JOINT
JET FUEL RESISTANT
JOINT SEALER
T=THICKNESS
OF SLAB
CONTROL JOINT THRU SLAB
REINFORCING STEEL
CONTINUOUS
UNDER JOINT
BEND STEEL DOWN
UNDER JOINT
S
L A
B
2"
2"
2" CHAMFER
OR RADIUS
JET FUEL RESISTANT
JOINT SEALER
BOND BREAKER MATERIAL
OR BACKER RO
13'-101 2" 13'-0"
6' -11 14"
CL
2'-6"
NTS
OP CTJ
CJ
IJ
AT SLAB DROP
(SEE )
OP CIJ
AT OUTSIDE EDGE OF
DOOR RAIL
BLOCKOUT.(SEE-
OP CIJ
OP CIJ OP CIJ OP CIJ
CJ
CJ
OP CIJ
CJ
IJ
CJ
CJ
OP CIJ
IJ
IJ
CJ CJ CJ CJ CJ CJ
C
THIS SHEET GIVES PLAN LOCATIONS AND DETAILS FOR JOINTS AND A
SUGGESTED CONSTRUCTION SEQUENCE.
1.
THE CONTRACTION JOINTS (CONTROL JOINTS) ARE NOT SHOWN ON SHEET
S151 BUT ONLY ON THIS SHEET. THOSE CONTRACTION JOINTS MARKED CJ
ARE REQUIRED FOR CONTROL OF SHRINKAGE AND TEMPERATURE INDUCED
CRACKING. THOSE CONTRACTION JOINTS MARKED OP CTJ ARE OPTIONAL,
THESE SHOULD BE USED ONLY IF A CONSTRUCTION JOINT IS DESIRED AT
THE LOCATION, I.E., FOR DIVIDING THE PLACEMENTS SHOWN ON THIS
SHEET INTO SMALLER PLACEMENTS. CONSTRUCTION JOINTS MAY BE MADE
AT THE LOCATION OF CONTRACTION JOINTS, NO OTHER CONSTRUCTION JOINTS
EXCEPT THOSE SHOWN IN THE DRAWINGS ARE ALLOWED WITHOUT APPROVAL
OF CONTRACTING OFFICER. CONSTRUCTION SHOULD BE PLANNED TO MINIMIZE
THE NUMBER OF CONSTRUCTION JOINTS. DETAILS OF CONTRACTION JOINTS
AND CONTRACTION JOINTS USED AS CONSTRUCTION JOINTS FOR SECTIONS
OF THE SLAB AND BEAMS ARE SHOWN.
2.
CONTRACTION JOINTS NOT USED AS CONSTRUCTION JOINTS BUT REQUIRED
ON THE PLAN (CJ) MAY BE FORMED WITH INSERTS, VIBRATED INTO THE
PLASTIC CONCRETE, OR MAY BE SAWED AS SOON AS POSSIBLE AFTER THE
FIRST FINISHING IS COMPLETE (WITHIN 4 TO 12 HOURS FROM TIME OF
PLACEMENT) BUT NOT SO SOON THAT AGGREGATE IS DISLODGED BY THE SAW.
3.
EDGES OF ALL TYPES OF JOINTS ARE TO HAVE A Vi' CHAMFER OR RADIUS
AS SHOWN TO PREVENT FOREIGN OBJECT DAMAGE TO AIRCRAFT ENGINES FROM
CONCRETE DISLODGED FROM SHARP CORNERS.
4.
GROOVES FOR CONTRACTION JOINT SEALANT MAY BE FORMED INTO CON-
STRUCTION JOINTS WITH SUITABLE EDGE STRIPS ON THE FORMS. SHEAR
KEYS ARE FORMED INTO CONSTRUCTION JOINTS UNLESS FLAT JOINTS ARE
SPECIFICALLY SHOWN IN THE DRAWING. SUGGEST A BEVELED 2x4 FOR USE
IN SLAB CONSTRUCTION JOINTS. THE SURFACE OF CONSTRUCTION JOINTS
SHOULD BE THOROUGHLY CLEANED AND ALL LAITANCE AND STANDING WATER
REMOVED. VERTICAL CONSTRUCTION JOINTS SHALL BE THOROUGHLY WETTED
AND COATED WITH A NEAT CEMENT GROUT IMMEDIATELY BEFORE NEW CONCRETE
PLACEMENT.
5.
STRIPS ON FORMS MAY ALSO BE USED FOR CONTRACTION JOINTS ALONG THE
AUGMENTOR WALL (SEE DETAIL 4 ON SHEET S152).
6.
IT IS ESSENTIAL TO THE PERFORMANCE OF THE RIBBED MAT THAT
REINFORCEMENT IS CONTINUOUS THROUGH ALL CONTRACTION AND CON-
STRUCTION JOINTS AS SHOWN IN THE DETAILS ON THIS SHEET. ADEQUATE
MEASURES FOR CONTROL OF SHRINKAGE CRACKING ARE PROVIDED IN THE
DESIGN AND LOCATION OF CONTRACTION JOINTS AND IN REQUIREMENTS
OF THE CONCRETE MIX, PLACEMENT, AND CURING.
7.
ISOLATION JOINTS (IJ) ARE USED ONLY BETWEEN THE REAR WALL (GRID A)
AND AUGMENTOR SUPPORTS AND AROUND THE ISOLATION PAD. REINFORCEMENT
IS NOT CONTINUOUS THROUGH ISOLATION JOINTS.
THE DEFLECTOR AREA AND AUGMENTOR SUPPORTS SHOULD BE CONSTRUCTED
WITH AS FEW CONSTRUCTION JOINTS AS POSSIBLE, AND ONLY WHERE SHOWN
IN THE DRAWINGS.
8.
9.
THIS SHEET SHOWS THE RECOMMENDED SEQUENCE FOR PLACING STRIPS OF
THE MAIN BUILDING SLAB. THIS PROCEDURE IS OPTIMUM FOR CONTROL
OF CRACKING DUE TO RESTRAINED SHRINKAGE OF THE CONTINUOUS SLAB.
PUMPING OF CONCRETE IS TO BE AVOIDED UNLESS ABSOLUTELY NECESSARY
AND APPROVAL IS OBTAINED FROM THE CONTRACTING OFFICER. PUMPING
REQUIRES A HIGH CONCRETE SLUMP WHICH IS UNDESIRABLE FOR CONTROL
OF SHRINKAGE CRACKING. PLACEMENTS SHOULD BE COMBINED IF POSSIBLE.
ANY PLACEMENTS MAY BE COMBINED, HOWEVER ALTERNATING THE PLACEMENT
MAY HELP REDUCE SHRINKAGE CRACKING.
10.
CLC CLC
CLC
CLC
A
S555
D
S555
B5
S154 D4
S154
C4
S154
B5
S154
SCALE: NTSD4
SECTION
SCALE:C4
SECTION
SCALE:B5
SECTION
SCALE:A5
SECTION
NTS
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND
CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION
SHEET
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
US Army Corps of Engineers ® Honolulu District
A
B
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D
1 2 3 4 5
D E
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IG
N E
D B
Y
U .S
. A R
M Y
C O
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S O
F E
N G
IN
E
E R
S
SHEET
IDENTIFICATION
OF
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
JO
IN
T B
A S
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S154
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text raink Text Box 122c raink Text Box raink
MICROPILE NOTES:
1. MICROPILE FOUNDATIONS SHALL BE DESIGNED BY MICROPILE
SUPPLIER TO MEET THE DESIGN LOAD CAPACITY AND MINIMUM
REQUIRED LENGTH. SUBMIT DESIGN CALCULATIONS AND SHOP
DRAWINGS STAMPED AND SIGNED BY A STRUCTURAL ENGINEER
LICENSED TO PRACTICE IN THE STATE OF HAWAII
2. MICROPILES SHALL BE CASED MICROPILES.
3. MINIMUM CENTER TO CENTER SPACING OF MICROPILES SHALL BE 30
INCHES.
4. STEEL CASING SHALL HAVE A MINIMUM YIELD STRENGTH OF 45,0000
PSI AND MINIMUM ELONGATION OF 15 PERCENT.
5. GROUT:
A. ALL METHODS AND MATERIALS SHALL CONFORM TO THE
LATEST EDITION OF ACI BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE.
B. GROUT SHALL BE NEAT CEMENT TYPE L OR LL AND HAVE A
WATER CEMENT RATIO OF 0.45 TO 0.50 AND SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH = 4,000 PSI AT 28 DAYS.
C. GROUT VOLUME AND FLOW SHALL BE CONTINUOUSLY
MEASURED.
D. PILES SHALL BE GROUTED FULL LENGTH.
6. ADVANCE THE STEEL CASING TO THE BOTTOM OF THE MICROPILE
DURING THE DRILLING OPERATION. WITHDRAW THE CASING DURING
THE GROUTING OPERATION WHILE A MINIMUM OF 5 FEET GROUT
HEAD IS MAINTAINED ABOVE BOTTOM OF THE CASING AT ALL TIMES.
7. MICROPILE LOAD TEST
A. CONTRACTOR SHALL PERFORM LOAD TESTS WHERE INDICATED
ON PLANS OR AS SPECIFIED BY THE CONTRACTING OFFICER.
B. MINIMUM LOAD TESTS SHALL BE AS FOLLOWS:
i. (1) COMPRESSION TEST ON A SACRIFICIAL MICROPILE
IN ACCORDANCE WITH ASTM D 1143 160 KIPS AT EACH
BUILDING.
ii. (4) PULLOUT TESTS IN ACCORDANCE WITH ASTM D
3689 TO 120 KIPS AT EACH BUILDING.
C. CONDUCT LOAD TESTS NO EARLIER THAN 7 DAYS AFTER
COMPLETION OF THE MICROPILE INSTALLATION OR WHEN THE
MICROPILE GROUT HAS ATTAINED AT LEAST 75% OF THE
SPECIFIED COMPRESSIVE STRENGTH.
D. THE LOAD TEST MICROPILE SHALL BE LOADED GRADUALLY TO
THE TEST LOAD IN COMPRESSION FOR A MINIMUM OF 4 HOURS.
PULLOUT LOAD TEST SHALL BE HELD FOR A MINIMUM OF 10
MINUTES. IF THE RECORDED MOVEMENTS OF THE LOAD TEST
MICROPILE BETWEEN THE ONE AND TEN MINUTE DURATION
EXCEED 0.04 INCHES. THE TEST LOAD SHALL BE HELD FOR AN
ADDITIONAL 50 MINUTES.
E. CONDUCT LOAD TESTING UNDER THE OBSERVATION OF A
GEOTECHNICAL ENGINEER.
8. TOLERANCE
A. MAXIMUM VARIATION FROM (VERTICAL) = 2 PERCENT
B. MAXIMUM VARIATION FROM SPECIFIED LOCATION = 2 INCHES
9. GROUND WATER MAY BE ENCOUNTERED DURING INSTALLATION.
CONTRACTOR SHALL PROVIDE SUITABLE ANTIWASH AGENT WITHIN
THE GROUT MIX TO MINIMIZE EXCESS GROUT TAKE.
10. MICROPILES SHALL BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS.
11. HOLLOW BAR MICROPILES AND ACCESSORIES SHALL BE HOT-DIPPED
GALVANIZED.
12. ALTERNATE MICROPILE TYPES ARE ACCEPTABLE PROVIDED DESIGN
LOAD CAPACITY AND MINIMUM REQUIRED LENGTHS ARE SATISFIED.
ALTERNATE MICROPILE TYPES SHALL BE APPROVED BY THE
CONTRACTING OFFICER.
MICROPILE
CUT OFF
ELEVATION
FINAL TIP
ELEVATION
A
B
U N
C A
S E
D S
E C
T
IO
N
'-0
M
IN
C A
S E
D S
E C
T
IO
N
'-0
GRADE BEAM
OR FOOTING
PLATE
THICKNESS = 5/16"
MINIMUM WALL
TOP ANCHOR
NUT
ANCHOR NUT
BEARING AND
ANCHOR PLATE
CORAL SANDSTONE
AND LIMESTONE
FORMATIONMICROPILE SCHEDULE
BUILDING
ALERT HANGER
HUSH HOUSE
SIZE
7"ø x 40'-0"
7"ø x 40'-0"
QUANTITY
COMPRESSION TEST PILES
TOTAL MICROPILES
A PLAN SECTION
7"
#10 CONT
GROUT
B PLAN SECTION
7"
#10 CONT
GROUT
1'-4"
1' -4
1'-7" 6'-8" 1'-7"
3' -2
3'
-4
1' -5
8" 8'-6" 8"
9'-10"
NOTE:
1. VERIFY DIMENSIONS
WITH EQUIPMENT
MANUFACTURER
8" 6'
-7
8"
7' -1
1"(2) #4 x 1'-8"
#6 AT 8" EACH WAY,
TOP AND BOTTOM
1'-0" DEEP
SUMP
C4
S503
C5
S503
1/
4"
3/ 4"
4"
6 1/4"
1' -6
#4 x AT 6"
2'-0"
1/4"x3"x1/2" BENT PLATE WITH 1/2"ø x4" HEADED
STUDS AT 10"
(2) #4
SLAB REINF
L4x4x1/4 WITH 1/2"ø x4"
HEADED STUDS AT10"
1' -6
1'-0" 1'-0"
8" 8"6'-7"
1'-5" 3'-4" 3'-2"
7' -0
NOTE:
1. VERIFY DIMENSIONS
WITH EQUIPMENT
MANUFACTURER
(E) PCC
PAVEMENT
#4 AT 12"
EACH FACE,
TYP
#5 AT 9"
EACH FACE,
TYP
1' -0
1' -6
S503
A5
#5x AT 9"
1' -6
1'-0" 1'-0"
8" 8" 8'-6"
1'-7"
7' -0
NOTE:
1. VERIFY DIMENSIONS
WITH EQUIPMENT
MANUFACTURER
(E) PCC
PAVEMENT
#4 AT 12"
EACH FACE,
TYP
#5 AT 9"
EACH FACE,
TYP
1' -0
1'-7" 6'-8"
1' -6
#5x AT 9"
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND
CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION
PROFESSIONAL
ENGINEER
No. 10979-S
H A W
IA ,I U S.
A.
LICENSED
J O
N
A T
H A N D M
U R
A I
SHEET
M A
R K
D E
S C
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US Army Corps of Engineers ® Honolulu District
A
B
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1 2 3 4 5
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IG
N E
D B
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U .S
A
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Y C
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IN
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R S
SHEET
IDENTIFICATION
OF
M A
R K
D E
S C
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IP
T
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N A
P P
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D A
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J O
IN
T
B A
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P E
A R
L H
A R
B O
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I W
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H O
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L U
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EXPIRATION DATE OF THE LICENSE 4/30/2018
A S
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T Y
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A L D
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120 399 s b
-P
N
-B
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SCALE: NTSA1
TYPICAL MICROPILE NOTES AND DETAIL
SCALE: NTSA4
ELECTRICAL SERVICE
PIT PLAN SECTION
SCALE: NTSA5
SECTION
SCALE: NTSC4
SECTION
SCALE: NTSC5
SECTION
A
M E
N D
M E
N T
/2
/1
NOT USED NOT USED
NOT USED
NOT USED
raink Text Box raink Text Box raink
NORTH
EAST
SOUTH
WEST
KEY TO
EXTERIOR
ELEV
SCALE: 1/8"=1'-0"
4' 8' 12' 16' 20' 24'0
CREW QUARTERS
6,954 SF
LO
X
PO S T
H. B .
CO NC . 4 . 1 5
CO NC . 4 . 1 0
HV
H. B .
TRE E
U. P . #R 1 5 2
C. O .
IC V B O X
UT IL I TY BO X
ICV BF P
ICV
TRE E
U. P . #R 1 5 3( A B A ND O N )
IC V B O X SIG N
PAL M
TRE E
TRE E
TRE E
TRE E
TRE E
TRE E
U. P . #R 1 5 4
PAL MTRE EPAL M
PAL M
TRE E
G.W .
G.W .
PA N E L BO X W /C ONC . P A D
CA M ER A PO S T
BF P
TO P P I PE = 1 .9 8 (4 " )
RI SE R
TE L . B O X
PA N E L B O X
RI S ER W /
PA N E L B O X
G.P .
3- RI S ER S 3- IC V
PA NE L
D.S .SI RE N
W/WA T ER )
UT IL I TY BO X
5- RI S ER S
PAL M
WV
F . H . W / 3- G. P .
PA T C H
PA T C H
G R O U N D
LI G H T
G R O U N D
LI G H T
G R O U N D
LI G H T
PA T C H
PA T C H
PA T C H
G R O U N D
LI G H T
G R O U N D
LI G H T
G R O U N D
LI G H T
PA T C H
PA T C H
G R O U N D
LI G H T
LI G H T
PA T C H
PA T C H
TO P O F WA T E R= ( - )0 . 6 5
@ 9 :3 0 A . M ., AP R I L 0 8, 20 1 0
TRE E
D= 1 ' H= 1 5 '
TRE E
D= 1. 5 ' H= 2 0 '
TRE E
D= 1. 5 ' H= 2 0 '
TRE E
D= 1 ' H= 1 5 '
WOOD FENCE, H=7'
WOOD FENCE, H=7'
WOOD FENCE, H=7'
WOOD FENCE, H=7'
WOOD FENCE, H=7'
BU I LD I N G
PA LM S
D= 1. 5 ' H= 1 5 '
TRE E
D= 0. 5 ' H= 2 0 '
C . L
FE
N C
E , H
8 '
C.L. FENCE, H=8'
C.L. FENCE, H=8'
GAT E
SE N S O R
TR EE S
D= 0. 4 ' H= 8 '
TRE E
D= 0. 8 ' H= 1 5 '
TRE E
D= 0. 8 ' H= 1 5 '
PA LM S
D= 1 ' H= 1 2 '
TRE E
D= 0. 8 ' H= 1 5 '
A . C. P AV 'T .
CO N T A I N E R
CO N T A I N E R
D.S .
C OC O N U T S
D= 0. 5 ' H= 7 '
C OC O N U T
D= 0. 5 ' H= 7 '
CM U W A L L
TRE E
D= 1 ' H= 2 0 '
TRE E
D= 1 ' H= 2 0 '
D= 1 ' H= 1 5 '
TRE E
D= 4 ' H= 2 0 '
TRE E
D= 2 ' H= 2 0 '
PAL M
D= 2. 5 ' H= 2 0 '
D= 1 '
D= 2 ' H= 1 0 '
TR EE S
D= 2 ' H= 2 0 '
PAL M
D= 2 ' H= 2 0 '
TRE E
D= 1 ' H= 1 5 '
TRE E
TRE E
D= 1 ' H= 1 5 '
D= 2. 5 ' H= 2 0 '
PAL M
D= 2 ' H= 1 5 '
TRE E
D= 1 ' H= 2 0 '
BO X
ICV
TRE E
D= 2 ' H= 2 5 '2- G. P .
F .H .
PI PE R A I L
D= 2 ' H= 3 0 '
TO
P
BA
NK
B
OT
B A N K
T O P
BA
NK
B
OT
B A N K
TO
P
BA
NK
B
OT
B
AN
K
YELLO
W LIN
E
ED
GE
P
AV
'T
ED
GE
B
US
H
EDGE
PAV
'T
DOUB
LE YE
LLOW
LIN
E
DOUB
LE YE
LLOW
LIN
E
PA T C H
A . C. 4 .0 5 A . C. 4 .0 0
TOP
BA
NK
BOT
. B
ANK
(A B AN D O NE D )
TO P =2 . 4 2
BO T . =1 . 7 7
D= 1 ' H= 2 5 '
TOP DITCH
BOT. DITCH
TOP DITCH
BOT. MOUND
BOT.
BANK
TOP
BA
NK
TOP DITCH
D= .5 ' H= 7 '
BOT. DITCHTOP MOUND
D= 2. 5 ' H= 2 5 '
D= 1 ' H= 2 0 '
D= 2. 5 ' H= 2 0 '
D= 1 ' H= 2 0 '
D= 1 ' H= 2 0 '
VA U L T B O XED GE P A V ' T
TOP DITCH
BOT. DITCH
TOP DITCH
BOT. MOUND
TOP MOUND
TOP MOUND
BOT. MOUND
D= 1 ' H= 2 0 '
CO NC .
WA LK WA Y
CO NC . P A D HEDGE
CONC. WALL
EV EN T
I B EA M( TY P. )
A N C HO R
RI SE R RI SE R
BO X
A NC HO R
A . C . C U R B
A NC HO R A NC HO R
A NC HO R A NC HO R
A NC HO R
CO NC . W A L L
CONC. WALL
CMU WALL
GA TE R A I L
WOOD GATE
D= .5 ' H= 1 0 '
CONC
. WA
LL
EDGE PAV 'T
D.I .( F IL ED
TO P =4 . 2 6
TS = 0. 7 5
IC V B O X
TRE E
TR EE S
D= 0. 6 ' H= 1 0 '
D= 1. 5 ' H= 1 0 '
LA N DI N G
LOX
OFFICE
EP 1 00
B
A
B1 A-320
C1 A-320
A-421 A1
PARTIAL CREW
QUARTERS "B"
PARTIAL CREW
QUARTERS "A"
PILOT #3
CQ 229
BATH #2
CQ 230
PILOT #4
CQ 231
PILOT #1
CQ 225
BATH #1
CQ 226
PILOT #2
CQ 227 HALLWAY #1A
CQ 228
HALLWAY #2
QC 220
MEN'S
CQ 221
JANITOR
CQ 222
WOMEN'S
CQ 223
MAINT QTRS #4
CQ 219
MAINT QTRS #3
CQ 218
MAINT QTRS #2
CQ 217
EXERCISE ROOM
CQ 214
LOCKER ROOM
CQ 212
MAINT STOR
CQ 210 SUPER FLIGHT
CQ 209
LAV/ NAV
CQ 208
SECURE ROOM
CQ 207
WTT
CQ 206
ELEC
CQ 205
COMM
CQ 204
PANTRY
CQ 203
MULTI-PURPOSE ROOM
CQ 201 READY ROOM
CQ 200
LAUNDRY
CQ 224
A-420 A1
MATCH LINE
63' - 4"
MATCH LINE
KITCHEN
CQ 202
FOR CONTINUATION,
SEE CIVIL DWGS
FOR CONTINUATION,
SEE CIVIL DWGS
D
D
D
D
D
D
D
D
D
D 211D
D
D 231 D
230A
D
D
D 226B
D 226A
D
D
D
D 220D
D
D
D
FOR CONTINUATION,
SEE CIVIL DWGS
MECH
CQ 215
MAINT QTRS #1
CQ 216
D 230B
9' - 4" 18' - 8"
D
D 228B
D 228A
HALLWAY #1
CQ 211
EXTERIOR
CONCRETE PAD
15' - 8"
OPTION #1
OPTION #2
TRENCH GRATE
COVER, TYP
D
232 PUMP ROOM
CQ 232B1
A-504
B2 A-504
OPTION 1
4' - 4"
BASE BID
SIDEWALK
SHOWN
DASHED
FOR
CLARITY
No. 14637
ARCHITECT
PROFESSIONAL
LICENSED
H
A W A I I , U . S . A
SC
OTT R.J.
ADA
HAR
SHEET
M A
R K
D E
S C
R
IP
TI
O
N A
P P
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D A
TE
US Army Corps of Engineers ® Honolulu District
A
B
C
D
1 2 3 4 5
D E
S
IG
N E
D B
Y
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SHEET
IDENTIFICATION
OF
M A
R K
D E
S C
R
IP
TI
O
N A
P P
R
D A
TE
JO
IN
T
BA
SE
P
EA
R
L H
AR
BO
R
H
IC
KA
M
, H
AW
AI
I
IN
K
AR
C
H , L
LC
D R
A W
N B
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S U
B M
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D B
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P
LO
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C A
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S
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A N
S I D
C H
E C
K E
D B
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IS
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D A
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FI
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N A
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D A
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S O
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N N
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D -0
C O
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A C
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N U
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B A
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, O A
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W A
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H O
N O
LU
LU
, H I 9
P:
-5
-1
K N
M D
SIGNATURE
LICENSE EXPIRATION DATE: 04/30/18
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND CONSTRUCTION
OF THIS PROJECT WILL BE UNDER MY
OBSERVATION.
A s in di ca te d
/0 2 /
A-120
C R
EW
Q
U
AR
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R
S
- O
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AL
L
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O
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H
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- A
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SCALE: 1/8" = 1'-0"A1 CREW QUARTERS - OVERALL FLOOR PLAN
LEGEND
N
BUILDING
LOCATION
KEY PLAN
INTERIOR PARTITION, SEE PARTITION TYPES
EXTERIOR WALL WITH 2-1/2" STUD WALL, SEE
WALL SECTIONS
EXTERIOR WALL WITH 3-5/8" STUD WALL, SEE
WALL SECTIONS
STC RATED WALL PARTITION
GROSS BUILDING AREA
TOTAL GROSS BUILDING AREA:
MAXIMUM ALLOWED DD1391:
5,595 SF
(EXCLUDING PUMP ROOM
BID OPTION)
6,954 SF (646 SM)
KEY TO
INTERIOR
ELEVS.
A
B
C
D
A.1
B.1
C.1
D.1
NOTES:
1. FOR EXTERIOR ELEVATIONS SEE SHEETS A-220, A-221
2. FOR INTERIOR ELEVATIONS SEE SHEETS A-222 TO A-228
2. CREW QUARTERS
OPTION CALLOUT
AM
EN
D M
EN
T
3/
2/ raink Text Box raink Text Box raink
EAST
SOUTH
WEST
KEY TO
EXTERIOR
ELEV
SCALE: 1/8"=1'-0"
4' 8' 12' 16' 20' 24'0
CREW QUARTERS
6,954 SF
LO
X
PO S T
H. B .
CO NC . 4 . 1 5
CO NC . 4 . 1 0
HV
H. B .
TRE E
U. P . #R 1 5 2
C. O .
IC V B O X
UT IL I TY BO X
ICV BF P
ICV
TRE E
U. P . #R 1 5 3( A B A ND O N )
IC V B O X
SIG N
PAL M
TRE E
TRE E
TRE E
TRE E
TRE E
TRE E
U. P . #R 1 5 4
PAL MTRE EPAL M
PAL M
TRE E
G.W .
G.W .
PA N E L BO X W /C ONC . P A D
CA M ER A PO S T
BF P
TO P P I PE = 1 .9 8 (4 " )
RI SE R
TE L . B O X
PA N E L B O X
RI S ER W /
PA N E L B O X
G.P .
3- RI S ER S 3- IC V
PA NE L
D.S .SI RE N
W/WA T ER )
UT IL I TY BO X
5- RI S ER S
PAL M
WV
F . H . W / 3- G. P .
PA T C H
PA T C H
G R O U N D
LI G H T
G R O U N D
LI G H T
G R O U N D
LI G H T
PA T C H
PA T C H
PA T C H
G R O U N D
LI G H T
G R O U N D
LI G H T
G R O U N D
LI G H T
PA T C H
PA T C H
G R O U N D
LI G H T
LI G H T
PA T C H
PA T C H
TO P O F WA T E R= ( - )0 . 6 5
@ 9 :3 0 A . M ., AP R I L 0 8, 20 1 0
TRE E
D= 1 ' H= 1 5 '
TRE E
D= 1. 5 ' H= 2 0 '
TRE E
D= 1. 5 ' H= 2 0 '
TRE E
D= 1 ' H= 1 5 '
WOOD FENCE, H=7'
WOOD FENCE, H=7'
WOOD FENCE, H=7'
WOOD FENCE, H=7'
WOOD FENCE, H=7'
BU I LD I N G
PA LM S
D= 1. 5 ' H= 1 5 '
TRE E
D= 0. 5 ' H= 2 0 '
C . L
FE
N C
E , H
8 '
C.L. FENCE, H=8'
C.L. FENCE, H=8'
GAT E
SE N S O R
TR EE S
D= 0. 4 ' H= 8 '
TRE E
D= 0. 8 ' H= 1 5 '
TRE E
D= 0. 8 ' H= 1 5 '
PA LM S
D= 1 ' H= 1 2 '
TRE E
D= 0. 8 ' H= 1 5 '
A . C. P AV 'T .
CO N T A I N E R
CO N T A I N E R
D.S .
C OC O N U T S
D= 0. 5 ' H= 7 '
C OC O N U T
D= 0. 5 ' H= 7 '
CM U W A L L
TRE E
D= 1 ' H= 2 0 '
TRE E
D= 1 ' H= 2 0 '
D= 1 ' H= 1 5 '
TRE E
D= 4 ' H= 2 0 '
TRE E
D= 2 ' H= 2 0 '
PAL M
D= 2. 5 ' H= 2 0 '
D= 1 '
D= 2 ' H= 1 0 '
TR EE S
D= 2 ' H= 2 0 '
PAL M
D= 2 ' H= 2 0 '
TRE E
D= 1 ' H= 1 5 '
TRE E
TRE E
D= 1 ' H= 1 5 '
D= 2. 5 ' H= 2 0 '
PAL M
D= 2 ' H= 1 5 '
TRE E
D= 1 ' H= 2 0 '
BO X
ICV
TRE E
D= 2 ' H= 2 5 '2- G. P .
F .H .
PI PE R A I L
D= 2 ' H= 3 0 '
TO
P
BA
NK
B
OT
B A N K
T O P
BA
NK
B
OT
B A N K
TO
P
BA
NK
B
OT
B
AN
K
YELLO
W LIN
E
ED
GE
P
AV
'T
ED
GE
B
US
H
EDGE
PAV
'T
DOUB
LE YE
LLOW
LIN
E
DOUB
LE YE
LLOW
LIN
E
PA T C H
A . C. 4 .0 5 A . C. 4 .0 0
TOP
BA
NK
BOT
. B
ANK
(A B AN D O NE D )
TO P =2 . 4 2
BO T . =1 . 7 7
D= 1 ' H= 2 5 '
TOP DITCH
BOT. DITCH
TOP DITCH
BOT. MOUND
BOT.
BANK
TOP
BA
NK
TOP DITCH
D= .5 ' H= 7 '
BOT. DITCHTOP MOUND
D= 2. 5 ' H= 2 5 '
D= 1 ' H= 2 0 '
D= 2. 5 ' H= 2 0 '
D= 1 ' H= 2 0 '
D= 1 ' H= 2 0 '
VA U L T B O XED GE P A V ' T
TOP DITCH
BOT. DITCH
TOP DITCH
BOT. MOUND
TOP MOUND
TOP MOUND
BOT. MOUND
D= 1 ' H= 2 0 '
CO NC .
WA LK WA Y
CO NC . P A D HEDGE
CONC. WALL
EV EN T I B EA M( TY P. )
A N C HO R
RI SE R RI SE R
BO X
A NC HO R
A . C . C U R B
A NC HO R A NC HO R
A NC HO R A NC HO R
A NC HO R
CO NC . W A L L
CONC. WALL
CMU WALL
GA TE R A I L
WOOD GATE
D= .5 ' H= 1 0 '
CONC
. WA
LL
EDGE PAV 'T
D.I .( F IL ED
TO P =4 . 2 6
TS = 0. 7 5
IC V B O X
TRE E
TR EE S
D= 0. 6 ' H= 1 0 '
D= 1. 5 ' H= 1 0 '
LA N DI N G
LOX
OFFICE
EP 1 00
B
A
B1 A-320
C1 A-320
8' - 0" 8' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
8' - 0"
9' - 0"
9' - 0"
8' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
PILOT #3
CQ 229
BATH #2
CQ 230
PILOT #4
CQ 231
HALLWAY #1A
CQ 228
EXERCISE ROOM
CQ 214
HALLWAY #2
QC 220
LOCKER ROOM
CQ 212
LAUNDRY
CQ 224
PILOT #1
CQ 225
BATH #1
CQ 226
PILOT #2
CQ 227
MEN'S
CQ 221 JANITOR
CQ 222
WOMEN'S
CQ 223
MAINT QTRS #4
CQ 219
MAINT QTRS #3
CQ 218
MAINT QTRS #2
CQ 217
MAINT QTRS #1
CQ 216
ELEC
CQ 205
COMM
CQ 204
WTT
CQ 206
PANTRY
CQ 203
KITCHEN
CQ 202
MULTI-PURPOSE ROOM
CQ 201
READY ROOM
CQ 200
SECURE ROOM
CQ 207
LAV/ NAV
CQ 208
SUPER FLIGHT
CQ 209
MAINT STOR
CQ 210
8' - 0"
9' - 0"
(EXPOSED TO UNDERSIDE
OF DECKING)
(EXPOSED TO UNDERSIDE
OF DECKING)
(EXPOSED TO UNDERSIDE
OF DECKING)
(EXPOSED TO UNDERSIDE
OF DECKING)
RANGE
HOOD
(EXPOSED TO UNDERSIDE
OF DECKING)
5' - 2"
4'
7"
1'
7"
EQ EQ
8' - 0"
3' - 7"
MECH
CQ 215
EQ EQ
4' - 6"6' - 0"
3' - 7"
1'
6" 1'
6"
9' - 0"
1' - 6"
2' - 5 1/2"
2'
9" 4'
7"
4'
2"
TYP
3' - 0"
1'
3" 1'
3"
1'
3"
1'
3"
3'
4" 3'
4" 1' - 6"1' - 6"
EQ EQ
5'
0"
8'
8"
9' - 0"
HALLWAY #1
CQ 211
EXHAUST
FAN, SEE
MECH
DRAWINGS
EQ
EQ
2'
6" 2'
6"
3' - 4" 3' - 4"
OPTION #1
9' - 0"
PUMP ROOM
CQ 232
B1 A-504
B2 A-504
(EXPOSED TO UNDERSIDE
OF DECKING)
ACOUSTICAL CEILING TILE
GYP BD CEILING
FIBER CEMENT BOARD SOFFIT
RECESSED/SURFACE LIGHT FIXTURE,
SEE ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION
HANGING LIGHT FIXTURE @ 9'-0" AFF, SEE
ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION
EXTERIOR LIGHT FIXTURE, SEE
ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION
No. 14637
ARCHITECT
PROFESSIONAL
LICENSED
H
ADA
HAR
SHEET
M A
R K
D E
S C
R
IP
TI
O
N A
P P
R
D A
TE
US Army Corps of Engineers ® Honolulu District
A
B
C
D
1 2 3 4 5
D E
S
IG
N E
D B
Y
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SHEET
IDENTIFICATION
OF
M A
R K
D E
S C
R
IP
TI
O
N A
P P
R
D A
TE
JO
IN
T
BA
SE
P
EA
R
L H
AR
BO
R
H
IC
KA
M
, H
AW
AI
I
IN
K
AR
C
H , L
LC
D R
A W
N B
Y
S U
B M
IT
TE
D B
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P
LO
T S
C A
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S
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A N
S I D
C H
E C
K E
D B
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IS
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D A
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FI
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N A
M E
D A
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S O
LI
C
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A
TI
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N N
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D -0
C O
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A C
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N U
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B A
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O
TT
R J
H A
R A
D A
, A
IA
S H
1/ 8/
IW
IL
EI
R
O
AD
, S U
IT
E
H O
N O
LU
LU
, H I 9
P:
-5
-1
K N
M D
SIGNATURE
LICENSE EXPIRATION DATE: 04/30/18
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND CONSTRUCTION
OF THIS PROJECT WILL BE UNDER MY
OBSERVATION.
A s in di ca te d
/2 5 /
A-121
C R
EW
Q
U
AR
TE
R
S
- R
EF
LE
C
TE
D C
EI
LI
N G
P
LA
N sb
-P
N
3 1 1-
BN
H
Q
- A
-1
.d w g
SCALE: 1/8" = 1'-0"A1 CREW QUARTERS - REFLECTED CEILING PLAN
LEGEND
KEY PLAN
BUILDING
LOCATION
N
KEY TO
INTERIOR
ELEVS.
A
B
C
D
A.1
B.1
C.1
D.1
KEYNOTE (THIS SHEET ONLY)
1 POSITION ACOUSTICAL GRID TO CENTER LIGHT
WITHIN ROOM
POSITION ACOUSTICAL GRID TO CENTER LIGHT
IN HALLWAY
CENTER LIGHT WITHIN ROOM, UON
SOFFIT DETAIL, SEE D3/A-550
2. CREW QUARTERS
MECHANICAL REGISTER, SEE MECH
DWGS FOR ADDITONAL INFORMATION
OPTION CALLOUT
AM
EN
D M
EN
T
3/
2/ raink Text Box raink Text Box raink
40'
SCALE: 1"=40'
0 80' 120'
E
BUILDING
O/H
O/H
O/H
CREW QUARTERS
6, 954 SF
LO
X
HUSH HOUSE
STRUCTURE,
UNDER
SEPARATE
CONTRACT
EXST
HUSH
HOUSE
(NIC)
HUSH HOUSE
PAD, SEE CIVIL
DWGS
CULVERT, SEE
CIVIL DWGS
CONCRETE TO
CONNECT TO
EXST HUSH
HOUSE PAD, SEE
CIVIL DWGS
HUSH HOUSE
BUILDING PAD,
SEE STRUCT
DWGS
EXST HUSH
HOUSE PAD
(NIC)
EXST TAXIWAY
(NIC)
PROPOSED CONTRACTOR
STAGING AREA
PROJECT LIMITS
No. 14637
ARCHITECT
PROFESSIONAL
LICENSED
H
ADA
HAR
SHEET
M A
R K
D E
S C
R
IP
TI
O
N A
P P
R
D A
TE
US Army Corps of Engineers ® Honolulu District
A
B
C
D
1 2 3 4 5
D E
S
IG
N E
D B
Y
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SHEET
IDENTIFICATION
OF
M A
R K
D E
S C
R
IP
TI
O
N A
P P
R
D A
TE
JO
IN
T
BA
SE
P
EA
R
L H
AR
BO
R
H
IC
KA
M
, H
AW
AI
I
IN
K
AR
C
H , L
LC
D R
A W
N B
Y
S U
B M
IT
TE
D B
Y
P
LO
T S
C A
LE
S
IZ
E
A N
S I D
C H
E C
K E
D B
Y
IS
S
U E
D A
TE
FI
LE
N A
M E
D A
TE
S O
LI
C
IT
A
TI
O
N N
O
W
A
-0 9-
D -0
C O
N
TR
A C
T N
O
FI
LE
N U
M B
E R
H
IC
K A
M A
IR
F
O R
C E
B A
S E
, O A
H U
, H A
W A
II
FY
K
N M
D
F-
F
IG
H
TE
R A
LE
R
T
FA
C
IL
IT
Y
C oS
M A
S C
O
TT
R J
H A
R A
D A
, A
IA
S H
1/ 8/
IW
IL
EI
R
O
AD
, S U
IT
E
H O
N O
LU
LU
, H I 9
P:
-5
-1
K N
M D
SIGNATURE
LICENSE EXPIRATION DATE: 04/30/18
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND CONSTRUCTION
OF THIS PROJECT WILL BE UNDER MY
OBSERVATION.
A s in di ca te d
/0 8 /
A-150
H U
SH
H
O U
SE
P
AD
SI
TE
P
LA
N sb
-P
N
3 1 1-
BN
H
Q
- A
-1
.d w g
SCALE: 1" = 40'-0"A1 HUSH HOUSE PAD - SITE PLAN
KEY PLAN
N
BUILDING
PAD
LOCATION
5. HUSH HOUSE PAD
1. CONTRACTOR SHALL COORDINATE WORK OF HUSH HOUSE
STRUCTURE RELOCATION THAT IS UNDER A SEPARATE
CONTRACT WITH HUSH HOUSE PAD WORK.
2. CONTRACTOR SHALL COORDINATE WITH HUSH HOUSE
RELOCATION CONTRACTOR (UNDER SEPARATE CONTRACT)
BEFORE POURING OF THE SLAB AND COORDINATE SITE
INSPECTIONS DURING CONSTRUCTION.
AM
EN
D M
EN
T
3/
2/ raink Text Box raink Text Box raink
A
B
C
D
KEY TO
INTERIOR
ELEV
NORTH
EAST
SOUTH
WEST
KEY TO
EXTERIOR
ELEV
4' 8' 12'0
SCALE: 1/4"=1'-0"
CREW QUARTERS
6,954 SF
LO
X
PO S T
H. B .
CO NC . 4 . 1 5
CO NC . 4 . 1 0
HV
H. B .
TRE E
U. P . #R 1 5 2
C. O .
IC V B O X
UT IL I TY BO X
ICV BF P
ICV
TRE E
U. P . #R 1 5 3( A B A ND O N )
IC V B O X SIG N
PAL M
TRE E
TRE E
TRE E
TRE E
TRE E
TRE E
U. P . #R 1 5 4
PAL MTRE EPAL M
PAL M
TRE E
G.W .
G.W .
PA N E L BO X W /C ONC . P A D
CA M ER A PO S T
BF P
TO P P I PE = 1 .9 8 (4 " )
RI SE R
TE L . B O X
PA N E L B O X
RI S ER W /
PA N E L B O X
G.P .
3- RI S ER S 3- IC V
PA NE L
D.S .SI RE N
W/WA T ER )
UT IL I TY BO X
5- RI S ER S
PAL M
WV
F . H . W / 3- G. P .
PA T C H
PA T C H
G R O U N D
LI G H T
G R O U N D
LI G H T
G R O U N D
LI G H T
PA T C H
PA T C H
PA T C H
G R O U N D
LI G H T
G R O U N D
LI G H T
G R O U N D
LI G H T
PA T C H
PA T C H
G R O U N D
LI G H T
LI G H T
PA T C H
PA T C H
TO P O F WA T E R= ( - )0 . 6 5
@ 9 :3 0 A . M ., AP R I L 0 8, 20 1 0
TRE E
D= 1 ' H= 1 5 '
TRE E
D= 1. 5 ' H= 2 0 '
TRE E
D= 1. 5 ' H= 2 0 '
TRE E
D= 1 ' H= 1 5 '
WOOD FENCE, H=7'
WOOD FENCE, H=7'
WOOD FENCE, H=7'
WOOD FENCE, H=7'
WOOD FENCE, H=7'
BU I LD I N G
PA LM S
D= 1. 5 ' H= 1 5 '
TRE E
D= 0. 5 ' H= 2 0 '
C . L
FE
N C
E , H
8 '
C.L. FENCE, H=8'
C.L. FENCE, H=8'
GAT E
SE N S O R
TR EE S
D= 0. 4 ' H= 8 '
TRE E
D= 0. 8 ' H= 1 5 '
TRE E
D= 0. 8 ' H= 1 5 '
PA LM S
D= 1 ' H= 1 2 '
TRE E
D= 0. 8 ' H= 1 5 '
A . C. P AV 'T .
CO N T A I N E R
CO N T A I N E R
D.S .
C OC O N U T S
D= 0. 5 ' H= 7 '
C OC O N U T
D= 0. 5 ' H= 7 '
CM U W A L L
TRE E
D= 1 ' H= 2 0 '
TRE E
D= 1 ' H= 2 0 '
D= 1 ' H= 1 5 '
TRE E
D= 4 ' H= 2 0 '
TRE E
D= 2 ' H= 2 0 '
PAL M
D= 2. 5 ' H= 2 0 '
D= 1 '
D= 2 ' H= 1 0 '
TR EE S
D= 2 ' H= 2 0 '
PAL M
D= 2 ' H= 2 0 '
TRE E
D= 1 ' H= 1 5 '
TRE E
TRE E
D= 1 ' H= 1 5 '
D= 2. 5 ' H= 2 0 '
PAL M
D= 2 ' H= 1 5 '
TRE E
D= 1 ' H= 2 0 '
BO X
ICV
TRE E
D= 2 ' H= 2 5 '
2- G. P .
F .H .
PI PE R A I L
D= 2 ' H= 3 0 '
TO
P
BA
NK
B
OT
B A N K
T O P
BA
NK
B
OT
B A N K
TO
P
BA
NK
B
OT
B
AN
K
YELLO
W LIN
E
ED
GE
P
AV
'T
ED
GE
B
US
H
EDGE
PAV
'T
DOUB
LE YE
LLOW
LIN
E
DOUB
LE YE
LLOW
LIN
E
PA T C H
A . C. 4 .0 5 A . C. 4 .0 0
TOP
BA
NK
BOT
. B
ANK
(A B AN D O NE D )
TO P =2 . 4 2
BO T . =1 . 7 7
D= 1 ' H= 2 5 '
TOP DITCH
BOT. DITCH
TOP DITCH
BOT. MOUND
BOT.
BANK
TOP
BA
NK
TOP DITCH
D= .5 ' H= 7 '
BOT. DITCHTOP MOUND
D= 2. 5 ' H= 2 5 '
D= 1 ' H= 2 0 '
D= 2. 5 ' H= 2 0 '
D= 1 ' H= 2 0 '
D= 1 ' H= 2 0 '
VA U L T B O XED GE P A V ' T
TOP DITCH
BOT. DITCH
TOP DITCH
BOT. MOUND
TOP MOUND
TOP MOUND
BOT. MOUND
D= 1 ' H= 2 0 '
CO NC .
WA LK WA Y
CO NC . P A D HEDGE
CONC. WALL
EV EN T
I B EA M( TY P. )
A N C HO R
RI SE R RI SE R
BO X
A NC HO R
A . C . C U R B
A NC HO R A N C HO R
A NC HO R A NC HO R
A NC HO R
CO NC . W A L L
CONC. WALL
CMU WALL
GA TE R A I L
WOOD GATE
D= .5 ' H= 1 0 '
CONC
. WA
LL
EDGE PAV 'T
D.I .( F IL ED
TO P =4 . 2 6
TS = 0. 7 5
IC V B O X
TRE E
TR EE S
D= 0. 6 ' H= 1 0 '
D= 1. 5 ' H= 1 0 '
LA N DI N G
LOX
OFFICE
EP 1 00
B
EXERCISE ROOM
CQ 214 LOCKER ROOM
CQ 212
MAINT STOR
CQ 210
SUPER FLIGHT
CQ 209
LAV/ NAV
CQ 208
SECURE ROOM
CQ 207
WTT
CQ 206
ELEC
CQ 205
COMM
CQ 204
KITCHEN
CQ 202
MULTI-PURPOSE ROOM
CQ 201
READY ROOM
CQ 200
5' - 3"12' - 5"21' - 4"11' - 9"
1"
10' - 8"18' - 4"
5'
8"
8'
6" 7'
5"
5' - 10"
D
D
D
D
D
D
D
D
4'
3/
4" 4'
0"
PANTRY
CQ 203
±16' - 5"
8"
D
11' - 0"
1 2
2 2
DS
TYP
MECH
CQ 215
R O
3'
4" 4'
0"
R O
3'
4" 3'
0"
R O
6'
0"
1' - 8"1' - 8"
RO
6' - 0"
3'
4"
6' - 8"
2'
4"
/D4 A-224
/B1 A-224
/D4 A-224
/B1 A-222/B1 A-222/B1 A-222
/B3 A-222
/C1 A-223
/C3 A-223
/B1 A-223 /D1 A-224
/D1 A-225/C1 A-225 /B3 A-224
ACCESS FLOORING
SYSTEM OVER DEPRESSED
CONCRETE SLAB
±1
±132°
±2' - 7"
D
OPTION #2 OPTION #2
DSDS
DS
TYP
No. 14637
ARCHITECT
PROFESSIONAL
LICENSED
H
ADA
HAR
SHEET
M A
R K
D E
S C
R
IP
TI
O
N A
P P
R
D A
TE
US Army Corps of Engineers ® Honolulu District
A
B
C
D
1 2 3 4 5
D E
S
IG
N E
D B
Y
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SHEET
IDENTIFICATION
OF
M A
R K
D E
S C
R
IP
TI
O
N A
P P
R
D A
TE
JO
IN
T
BA
SE
P
EA
R
L H
AR
BO
R
H
IC
KA
M
, H
AW
AI
I
IN
K
AR
C
H , L
LC
D R
A W
N B
Y
S U
B M
IT
TE
D B
Y
P
LO
T S
C A
LE
S
IZ
E
A N
S I D
C H
E C
K E
D B
Y
IS
S
U E
D A
TE
FI
LE
N A
M E
D A
TE
S O
LI
C
IT
A
TI
O
N N
O
W
A
-0 9-
D -0
C O
N
TR
A C
T N
O
FI
LE
N U
M B
E R
H
IC
K A
M A
IR
F
O R
C E
B A
S E
, O A
H U
, H A
W A
II
FY
K
N M
D
F-
F
IG
H
TE
R A
LE
R
T
FA
C
IL
IT
Y
C oS
M A
S C
O
TT
R J
H A
R A
D A
, A
IA
S H
1/ 8/
IW
IL
EI
R
O
AD
, S U
IT
E
H O
N O
LU
LU
, H I 9
P:
-5
-1
K N
M D
SIGNATURE
LICENSE EXPIRATION DATE: 04/30/18
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND CONSTRUCTION
OF THIS PROJECT WILL BE UNDER MY
OBSERVATION.
A s in di ca te d
/2 5 /
A-420
C R
EW
Q
U
AR
TE
R
S 'A
P
AR
TI
AL
F
LO
O
R P
LA
N sb
-P
N
3 1 1-
BN
H
Q
- A
-4
.d w g
SCALE: 1/4" = 1'-0"A1 CREW QUARTER 'A' - PARTIAL FLOOR PLAN
LEGEND
KEY PLAN
BUILDING
LOCATION
1. SEE EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION
2. ALL ROOM DIMENSIONS ARE TO FACE OF STUD (FOS) UNLESS
OTHERWISE NOTED
3. LOCKERS AND EXERCISE EQUIPMENT ARE NOT IN CONTRACT
4. FOR KITCHEN APPLIANCES (RANGE, REFRIGERATOR,
FREEZER), SEE KITCHEN CONSULTANT DWGS
N
MATCH LINE MATCH LINE
KEYNOTE (THIS SHEET ONLY)
INTERIOR PARTITION, SEE PARITTION TYPES
EXTERIOR WALL, SEE WALL SECTIONS
STC RATED PARTITION WALLS
INDICATES INTERIOR WALL PARTITION
TYPE, SEE SHEETS A-510 THROUGH A-511
TRENCH DRAIN GRATE, TYP, SEE DETAIL A1/A-551
COUNTERTOP
WALKWAY, SEE CIVIL DRAWINGS
GROMMET, TYP, (VERIFY LOCATION WITH USERS)
4" HIGH CONCRETE PAD, SEE STRUCTURAL DRAWINGS
FOR CONT.
SEE A-421
2. CREW QUARTERS
DRAWING NOTES
OPTION CALLOUT
AM
EN
D M
EN
T
3/
2/ raink Text Box raink Text Box raink
A
B
C
D
KEY TO
INTERIOR
ELEV
NORTH
EAST
SOUTH
WEST
KEY TO
EXTERIOR
ELEV
4' 8' 12'0
SCALE: 1/4"=1'-0"
CREW QUARTERS
6,954 SF
LO
X
PO S T
H. B .
CO NC . 4 . 1 5
CO NC . 4 . 1 0
HV
H. B .
TRE E
U. P . #R 1 5 2
C. O .
IC V B O X
UT IL I TY BO X
ICV BF P
ICV
TRE E
U. P . #R 1 5 3( A B A ND O N )
IC V B O X
SIG N
PAL M
TRE E
TRE E
TRE E
TRE E
TRE E
TRE E
U. P . #R 1 5 4
PAL MTRE EPAL M
PAL M
TRE E
G.W .
G.W .
PA N E L BO X W /C ONC . P A D
CA M ER A PO S T
BF P
TO P P I PE = 1 .9 8 (4 " )
RI SE R
TE L . B O X
PA N E L B O X
RI S ER W /
PA N E L B O X
G.P .
3- RI S ER S 3- IC V
PA NE L
D.S .SI RE N
W/WA T ER )
UT IL I TY BO X
5- RI S ER S
PAL M
WV
F . H . W / 3- G. P .
PA T C H
PA T C H
G R O U N D
LI G H T
G R O U N D
LI G H T
G R O U N D
LI G H T
PA T C H
PA T C H
PA T C H
G R O U N D
LI G H T
G R O U N D
LI G H T
G R O U N D
LI G H T
PA T C H
PA T C H
G R O U N D
LI G H T
LI G H T
PA T C H
PA T C H
TO P O F WA T E R= ( - )0 . 6 5
@ 9 :3 0 A . M ., AP R I L 0 8, 20 1 0
TRE E
D= 1 ' H= 1 5 '
TRE E
D= 1. 5 ' H= 2 0 '
TRE E
D= 1. 5 ' H= 2 0 '
TRE E
D= 1 ' H= 1 5 '
WOOD FENCE, H=7'
WOOD FENCE, H=7'
WOOD FENCE, H=7'
WOOD FENCE, H=7'
WOOD FENCE, H=7'
BU I LD I N G
PA LM S
D= 1. 5 ' H= 1 5 '
TRE E
D= 0. 5 ' H= 2 0 '
C . L
FE
N C
E , H
8 '
C.L. FENCE, H=8'
C.L. FENCE, H=8'
GAT E
SE N S O R
TR EE S
D= 0. 4 ' H= 8 '
TRE E
D= 0. 8 ' H= 1 5 '
TRE E
D= 0. 8 ' H= 1 5 '
PA LM S
D= 1 ' H= 1 2 '
TRE E
D= 0. 8 ' H= 1 5 '
A . C. P AV 'T .
CO N T A I N E R
CO N T A I N E R
D.S .
C OC O N U T S
D= 0. 5 ' H= 7 '
C OC O N U T
D= 0. 5 ' H= 7 '
CM U W A L L
TRE E
D= 1 ' H= 2 0 '
TRE E
D= 1 ' H= 2 0 '
D= 1 ' H= 1 5 '
TRE E
D= 4 ' H= 2 0 '
TRE E
D= 2 ' H= 2 0 '
PAL M
D= 2. 5 ' H= 2 0 '
D= 1 '
D= 2 ' H= 1 0 '
TR EE S
D= 2 ' H= 2 0 '
PAL M
D= 2 ' H= 2 0 '
TRE E
D= 1 ' H= 1 5 '
TRE E
TRE E
D= 1 ' H= 1 5 '
D= 2. 5 ' H= 2 0 '
PAL M
D= 2 ' H= 1 5 '
TRE E
D= 1 ' H= 2 0 '
BO X
ICV
TRE E
D= 2 ' H= 2 5 '2- G. P .
F .H .
PI PE R A I L
D= 2 ' H= 3 0 '
TO
P
BA
NK
B
OT
B A N K
T O P
BA
NK
B
OT
B A N K
TO
P
BA
NK
B
OT
B
AN
K
YELLO
W LIN
E
ED
GE
P
AV
'T
ED
GE
B
US
H
EDGE
PAV
'T
DOUB
LE YE
LLOW
LIN
E
DOUB
LE YE
LLOW
LIN
E
PA T C H
A . C. 4 .0 5 A . C. 4 .0 0
TOP
BA
NK
BOT
. B
ANK
(A B AN D O NE D )
TO P =2 . 4 2
BO T . =1 . 7 7
D= 1 ' H= 2 5 '
TOP DITCH
BOT. DITCH
TOP DITCH
BOT. MOUND
BOT.
BANK
TOP
BA
NK
TOP DITCH
D= .5 ' H= 7 '
BOT. DITCHTOP MOUND
D= 2. 5 ' H= 2 5 '
D= 1 ' H= 2 0 '
D= 2. 5 ' H= 2 0 '
D= 1 ' H= 2 0 '
D= 1 ' H= 2 0 '
VA U L T B O XED GE P A V ' T
TOP DITCH
BOT. DITCH
TOP DITCH
BOT. MOUND
TOP MOUND
TOP MOUND
BOT. MOUND
D= 1 ' H= 2 0 '
CO NC .
WA LK WA Y
CO NC . P A D HEDGE
CONC. WALL
EV EN T
I B EA M( TY P. )
A N C HO R
RI SE R RI SE R
BO X
A NC HO R
A . C . C U R B
A NC HO R A NC HO R
A NC HO R A NC HO R
A NC HO R
CO NC . W A L L
CONC. WALL
CMU WALL
GA TE R A I L
WOOD GATE
D= .5 ' H= 1 0 '
CONC
. WA
LL
EDGE PAV 'T
D.I .( F IL ED
TO P =4 . 2 6
TS = 0. 7 5
IC V B O X
TRE E
TR EE S
D= 0. 6 ' H= 1 0 '
D= 1. 5 ' H= 1 0 '
LA N DI N G
LOX
OFFICE
EP 1 00
A
PILOT #2
CQ 227
HALLWAY #1A
CQ 228
PILOT #3
CQ 229
BATH #2
CQ 230
PILOT #4
CQ 231
PILOT #1
CQ 225
BATH #1
CQ 226
HALLWAY #2
QC 220
MAINT QTRS #4
CQ 219
MAINT QTRS #3
CQ 218
MAINT QTRS #2
CQ 217
MAINT QTRS #1
CQ 216
EXERCISE ROOM
CQ 214
LOCKER ROOM
CQ 212
MAINT STOR
CQ 210
9'
0" 9'
0"
9'
0"
D
D
D
D
D
D
D
D
D 226A
D 226B
D
D
D
D 230B
D 230A
D
D
MEN'S
CQ 221
JANITOR
CQ 222
WOMEN'S
CQ 223
LAUNDRY
CQ 224
D 228A
A-422 A1
8"
D
FD
FD
FD
FD
FD
FD
FD
3A
3A
1B
1B
5A
6A
6A5A
2A
6A 5A
6A 5A
5B
3'
4" 8"
8" 3' - 4"
FD
2 TYP
8"
4"
6'
0"
16' - 9"
DS
DS
MECH PAD,
SEE MECH
DWGS
2' - 0"
RO
3' - 4"
6' - 0"6' - 0"
2' - 0"
RO
3' - 4" 8"
11' - 4"
63' - 4"
R O
3'
4"
/D2 A-225
/D2 A-225
/D2 A-225
/D2 A-225
/B1 A-225
/B1 A-227
FOR CONT
SEE A-420
D
D 228B
HALLWAY #1
CQ 211
17' - 4"
MECH
CQ 215
DSDS
OPTION #1
B1 A-504
B2 A-504
PUMP ROOM
CQ232
No. 14637
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SIGNATURE
LICENSE EXPIRATION DATE: 04/30/18
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND CONSTRUCTION
OF THIS PROJECT WILL BE UNDER MY
OBSERVATION.
A s in di ca te d
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SCALE: 1/4" = 1'-0"A1 CREW QUARTERS 'B' - PARTIAL FLOOR PLAN
LEGEND
BUILDING
LOCATION
KEY PLAN
SEE EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION
N
MATCH LINE MATCH LINE
PARTIAL
FLOOR PLAN -
CREW
QUARTERS
RESTROOM
KEYNOTE (THIS SHEET ONLY)
BASE BID WALKWAY SHOWN DASHED FOR
CLARITY
EXTERIOR CONC WALKWAY
INTERIOR PARTITION, SEE PARITTION TYPES
EXTERIOR WALL, SEE WALL SECTIONS
STC RATED PARTITION WALLS
2. CREW QUARTERS
DRAWING NOTES
TRENCH DRAIN GRATE , TYP. SEE A1/A-551 FOR
ADDITIONAL INFO3
INDICATES INTERIOR WALL PARTITION
TYPE, SEE SHEETS A-510 THROUGH A-511
OPTION CALLOUT
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ARCHITECT
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A
B
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1 2 3 4 5
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N E
D B
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U .S
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M Y
C O
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SHEET
IDENTIFICATION
OF
M A
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JO
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SIGNATURE
LICENSE EXPIRATION DATE: 04/30/18
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND CONSTRUCTION
OF THIS PROJECT WILL BE UNDER MY
OBSERVATION.
/0
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CQ232 PUMP ROOM CS-1 - - CS-1 CS-1 CS-1 CS-1 OPEN
CQ231 PILOT #4 CPT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ230 BATH #2 PCT-1 PCT-3/ CT-1 PCT-3/ CT-1 PT-2 PT-2 PT-2 PT-2 GYP BD
CQ229 PILOT #3 CPT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ228 HALLWAY #1A VCT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ227 PILOT #2 CPT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ226 BATH #1 PCT-1 PCT-3/ CT-1 PCT-3/ CT-1 PT-2 PT-2 PT-2 PT-2 GYP BD
CQ225 PILOT #1 CPT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ224 LAUNDRY PCT-2 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ223 WOMEN'S PCT-1/ PCT-2 PCT-3/ CT-1 PCT-3/ CT-1 PT-2 PT-2 PT-2 PT-2 GYP BD
CQ222 JAONITOR'S CLOSET CS-1 RB-1 - PT-1 PT-1 PT-1 PT-1 OPEN
CQ221 MEN'S PCT-1/ PCT-2 PCT-3/ CT-1 PCT-3/ CT-1 PT-2 PT-2 PT-2 PT-2 GYP BD
CQ220 HALLWAY #2 VCT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ219 MAINT QUARTERS #4 CPT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ218 MAINT QUARTERS #3 CPT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ217 MAINT QUARTERS #2 CPT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ216 MAINT QUARTERS #1 CPT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ215 MECH CS-1 RB-1 - PT-1 PT-1 PT-1 PT-1 OPEN
CQ214 EXERCISE ROOM RT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ213 SUPPLY CS-1 RB -1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ212 LOCKER ROOM VCT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ211 HALLWAY 1 VCT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT
CQ210 MAINT STORAGE CS-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ209 SUPER FLIGHT CPT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ208 LA/NAV CPT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ207 SECURE ROOM CPT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ206 WTT CS-1 RB-1 - PT-1 PT-1 PT-1 PT-1 OPEN
CQ205 ELEC CS-1 RB-1 - PT-1 PT-1 PT-1 PT-1 OPEN
CQ204 COMM CS-1 RB-1 - PT-1 PT-1 PT-1 PT-1 OPEN
CQ203 PANTRY VCT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 GYP BD
CQ202 KITCHEN VCT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 GYP BD
CQ201 MULTI-PURPOSE ROOM VCT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
CQ200 READY ROOM VCT-1 RB-1 - PT-1 PT-1 PT-1 PT-1 ACT-1
FLOOR BASE WAINSCOT A B C D
ROOM # ROOM NAME
WALLS
TRIM & MISC CEILING HANDRAILS AND
GUARDS REMARKS
INTERIOR ROOM FINISH SCHEDULE - CREW QUARTERS
OPTION #1
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W
H
ROLL UP FABRIC
SHELTER DOOR
TRANSLUCENT FABRIC MATERIAL PER
MANUFACTURER'S RECOMMENDATIONS
5'
0"
W
HH
W W
H
W
H
FLUSH PANEL
FLUSH PANEL
BLAST RESISTANT
STORE FRONT
1/4"+2 x 5/32" GLASS+.06"
POLYVINYL BUTYRAL
FLUSH PANEL W/
LOUVERS
3'
0"
CL CL
LOUVER AS
SCHEDULED
3'
0"
UNDERCUT AS
SCHEDULED
METAL ROLL-UP DOOR
1'
0" T
YP
H
No. 14637
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