W912DS-09-R-0016_Amendment 5 -Attachment 2.pdf
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- W912DS-09-R-0016
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Attachment 2 - Revised Drawings of G W Systems Laboratory (Turrets)
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EXISTING FIRE HYDRANT
TO BE REMOVED
SAWCUT EXISTING
PAVEMENT
EXISTING BUILDING
TO BE REMOVED
IN ENTIRETY BY OTHERS
INSERTION VALVE
CUT & CAP EX'G. WATER LINE
APPROXIMATE LIMIT OF DISTURBANCE
ENTIRE AREA TO BE CLEARED / REGRADED
AS REQUIRED FOR PROPOSED SITE
CONSTRUCTION EXISTING PAVEMENT
TO BE REMOVED
OVERHEAD ELECTRIC
WIRES AND POLES
TO BE REMOVED
WATER LINE
TO BE REMOVED
REFER TO PLANS BY
GSIPT FOR REMOVAL OF
EXISTING BUILDING AND
SURROUNDING FEATURES
(BY OTHERS)
EXISTING OVERHEAD WIRE
TO BE REMOVED
PLAN VIEW
M A
T C
H
L I N
E
S
E
T
KEY MAP
NOT TO SCALE
NOTE:
EXISTING IMPROVEMENTS / CONDITIONS
TO BE REMOVED ARE SHOWN DARK.
ITEMS TO REMAIN ARE SHOWN HALF-TONE.
TYPICAL FOR DEMOLITION PLANS ONLY.
SAWCUT EXISTING
PAVEMENT
EXISTING WOODED
AREA TO BE
REMOVED (TYP.)
EXISTING PAVEMENT
TO BE REMOVED (TYP.)
EXISTING BUILDING TO BE
REMOVED BY OTHERS;
CONCRETE PAD TO REMAIN
EXISTING WATER LINE
TO BE REMOVED
EXISTING HYDRANT & VALVE
TO BE REMOVED
EXISTING WATER VAULT
& BOLLARDS TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
IN ENTIRETY BY OTHERS
EX'G. PAVEMENT
TO BE REMOVED
AS REQUIRED FOR
UTILITY INSTALLATION
INSERTION VALVE,
CUT & CAP EX'G.
6" WATER MAIN
EXISTING WATER MAIN
TO BE REMOVED
UTILITY POLE
AND OVERHEAD WIRE
TO BE REMOVED
PLAN VIEW
M A
T
E
KEY MAP
NOT TO SCALE
M A T C H L I N E
CONCRETE
SIDEWALK
MEET EXISTING
PAVEMENT
MEET EXISTING
PAVEMENT
10+00
11+00
12+00 13+00 14+00
15+00 16+00 17+00
EXISTING BUILDING
#3350
TO BE RECONSTRUCTED BY OTHERS
NEW
BUILDING
#3349
F.F. 965.90
TURRET STAND
R
AM
P U
P
R
AM
P D
O W
N
3' WIDE CONCRETE WALK
DRY LAID BLOCK
RETAINING WALL (TYP.)
CONCRETE PAD FOR
CRANE LOADING OPERATIONS
5' WIDE CONCRETE
SIDEWALK (TYP.)
CHILLER ENCLOSURE
W/ CONCRETE PAD
6'x6' CONCRETE PAD
FOR TRANSFORMER
8'x8' CONCRETE PAD
FOR TRANSFORMER
10" CONCRETE CURB (TYP.)
GRAVEL
4' WIDE CONCRETE WALK
6'
JIB CRANE LOCATION
SEE STRUCTURAL DWGS.
12' D.C.
(2) R7-8 VA
MOUNTED ON
FENCE
91.50'
D.C.
.5
0'
29.33'
223.21'
16.42'
123.05'
14.75'
8.66'F.F.
963.90
FULL DEPTH
BITUMINOUS
PAVEMENT
(OPTION 1)
EOP
EOP
STA. 15+26.88
N 772331.4072 E 481530.8601
STA. 14+35.38
N 772411.8570 E 481574.4499
DRY LAID MODULAR
BLOCK STEPS
WITH HANDRAILS
10'
CURB
TAPER
10'
CURB
TAPER
24' D.C.
60' D.C.
(2) PREFERRED PARKING
SIGNS, FENCE-MOUNTED
COORDINATE DEPRESSED
CURB LOCATION WITH
BUILDING 3350
CONSTRUCTION
PLANS BY OTHERS
DRY LAID MODULAR BLOCK
RETAINING WALL WITH
TRENCH DRAIN (TYP.)
CABLE GATE
(UTILIZE BOLLARD
AS END POST)
R = 10.5
R = 75 LOADING DOCK
AND RAMP TO BE
CONSTRUCTED
BY OTHERS
REFER TO PLANS
BY GSIPT FOR
IMPROVEMENTS
(BY OTHERS)
10'
CURB
TAPER
PLAN VIEW
M A
T
E
KEY MAP
NOT TO SCALE
9' 18'
R
10" CONCRETE
CURB
4" WIDE WHITE
STRIPING (TYP.)
BITUMINOUS
PAVEMENT
(TYP.)
15' x 20' DUMPSTER
ENCLOSURE
CONCRETE
LOADING PAD
6" WIDE YELLOW
STRIPING
FIRE SERVICE
PUMP STATION
FULL-DEPTH
BITUMINOUS
PAVEMENT
(OPTION 1)
NEW
BUILDING
#3353
F.F. 968.00
RAMP
R
AM
P
LOADING DOCK;
REFER TO
STRUCTURAL PLANS
17+00 18+00 19+00
R70.5'
50'
8'
6' WIDE
CONCRETE
SIDEWALK
EXISTING CONCRETE PAD
TO REMAIN
#3352
EL. 965.61
20+00
20' WIDE BITUMINOUS RAMP
FLUSH W/ CONCRETE PAD
10' CURB TAPER
90 LF DRY LAID
RETAINING WALL
(2) R7-8 VA
8' 8'
8'
EOP
FULL DEPTH
PAVEMENT
REPLACEMENT
M
EE
T
EX
IS
TI
NG
(T
YP
199.00'
199.00'
.5
0' 60.50'
EDGE OF PAVEMENT
MEET EXISTING
PAVEMENT
CABLE
GATE
DRY LAID
MODULAR BLOCK
STEPS W/ HANDRAILS
CONCRETE PLATFORM
4'
4'
BICYCLE RACK 21+00
FULL DEPTH
PAVEMENT
REPLACEMENT
FULL DEPTH
PAVEMENT
REPLACEMENT
CONCRETE
TRANSFORMER
PAD
"ROOF OPTION"
TO BE CONSTRUCTED
OVER EXISTING CONCRETE
PAD (BY OTHERS)
FULL DEPTH
PAVEMENT
REPLACEMENT
M
EE
T
EX
IS
TI
NG
(T
YP
PLAN VIEW
M A
T
E
KEY MAP
NOT TO SCALE
10+00 11+00
12+00 13+00 14+00 15+00 16+00 17+00
9+00
+2.50 %
PVI = 10+05
EL. = 967.00
50' VC
P V
C
+8
E
L.
.3
P V
T
+3
E
L.
.3
PVI = 12+15
EL. = 970.08
250' VC
HP = 11+80.5
EL. = 968.91
P V
C
0+
E
L.
.2
P V
T
+4
E
L.
.8
PVI = 14+00
EL. = 965.28
100' VC
P V
C
3+
E
L.
.5
P V
T
+5
E
L.
.0
PVI = 16+00
EL. = 964.12
100' VC
LP = 15+93.6
EL. = 964.28
P V
C
5+
E
L.
.4
P V
T
+5
E
L.
.5
P V
C
6+
E
L.
.6
S
TA
. 9 +4
8± E
L.
.5
M
EE
T
EX
IS
TI
N G
+1.45 %
-2.60 %
-0.59 % +0.75 %
M A
TC
H
L
IN
7+
EXISTING GRADE
PROPOSED GRADE
6.
7.
8.
8.
8.
8.
7.
6.
5.
5.
4.
4.
4.
4.
4.
12'12' CURB OR E.O.P.
PER PLAN
SEE PAVEMENT DETAIL
2.0 %2.0 %
TYPICAL ROAD SECTION
STATION 10+50 TO 19+00
10+00
11+00
12+00 13+00 14+00
15+00 16+00 17+00
EXISTING BUILDING
#3350
TO BE RECONSTRUCTED BY OTHERS
NEW
BUILDING
#3349
F.F. 965.90
TURRET STAND
PAD
ELEV.
966.25
D.C.
D.C. D.C.
91.50'
.5
0'
29.33'
223.21'
16.42'
123.05'
14.75'
8.66'F.F.
963.90
ALL DISTURBED AREAS
TO BE RESTORED WITH
TOPSOIL, FERTILIZER,
AND SEED UNLESS
OTHERWISE NOTED
REFER TO PLANS
BY GSIPT FOR
IMPROVEMENTS
(BY OTHERS)
D.C.
PLAN VIEW
PROFILE - CENTER LINE OF WHITEK ROAD
SCALE AS SHOWN
M A
T
17+00 18+00 19+00 20+00 21+00
PVI = 17+75
EL. = 965.43
200' VC
HP = 17+60.7
EL. = 965.01
P V
T
+7
E
L.
.4
PVI = 20+00
EL. = 963.18
100' VC
P V
C
9+
E
L.
.6
P V
T
+5
E
L.
.7
S
TA
. 2 1+
B C
E L.
.0
-2.72 %
-1.00 %
M A
TC
H
L
7+
4.
5.
4.
4.
4.
3.
2.
1.
0.
NEW
BUILDING
#3353
F.F. 968.00
17+00 18+00 19+00
EXISTING CONCRETE PAD
TO REMAIN
#3352
EL. 965.61
20+00
FIRE SERVICE
PUMP HOUSE
ELEV. 968.50
199.00'
199.00'
.5
0' 60.50'
21+00
ALL DISTURBED AREAS
TO BE RESTORED WITH
TOPSOIL, FERTILIZER,
AND SEED UNLESS
OTHERWISE NOTED
DISTURBED AREAS TO BE
REGRADED AT 2:1 AND RESTORED
WITH TYPE VI STABILIZATION MAT
AND WILDFLOWER SEED MIX
16+00
17+00
FULL DEPTH
PAVEMENT
REPLACEMENT
M
EE
T
EX
IS
TI
NG
(T
YP
PLAN VIEW
PROFILE - CENTER LINE OF WHITEK ROAD
SCALE AS SHOWN
M A
T
KEY MAP
NOT TO SCALE
10+00
11+00
12+00 13+00 14+00
15+00 16+00 17+00
EXISTING BUILDING
#3350
TO BE RECONSTRUCTED BY OTHERS
2" DOMESTIC WATER
6" FIRE SERVICE WATER
6" SANITARY CONNECTION
INV. 961.25
NEW
BUILDING
#3349
F.F. 965.90
TURRET STAND
GAS
3" DOMESTIC WATER
4" SAN. - INV. 959.90±
DROP C/O INV. 958.47
(2) 4" COMM.
CONDUIT
4" SAN. INV. 961.90±
DROP C/O
INV. 959.00
6" FIRE SERVICE
WATER
(2) 4" COMM. CONDUIT
(4) 4" ELECTRIC CONDUIT
A
B A B
C
REFER TO MECHANICAL
PLANS FOR PIPING FROM
MECHANICAL ROOM TO
CHILLER ENCLOSURE
UNDERGROUND ELECTRIC
TO TRANSFORMERS
UNDERGROUND
COMMUNICATION LINE
91.50'
.5
0'
29.33'
223.21'
16.42'
123.05'
14.75'
8.66'F.F.
963.90
ELECTRIC / COMMUNICATIONS
MANHOLE (TYP.)
2" SUMP PUMP DISCHARGE ONTO
3' x 3' x 6" THICK RIP RAP PAD
INV. 957.00
GAS
METER
GAS
SERVICE
A
B
C
A B
2" SUMP PUMP DISCHARGE ONTO
3' x 3' x 6" THICK RIP RAP PAD
INV. 957.00
C/O INV. 963.00
A
A A
A
A A
A A
A
C/O INV. 961.75
C/O INV. 962.65
(5) 4" ELECTRIC CONDUIT
(6) 4" ELECTRIC CONDUIT
REFER TO PLANS
BY GSIPT FOR IMPROVEMENTS
(BY OTHERS)
PLAN VIEW
M A
T
E
NEW
BUILDING
#3353
F.F. 968.00
17+00 18+00 19+00
GAS SERVICE
EXTENSION
OVERHEAD ELECTRIC AND
COMMUNICATION SERVICES
EXISTING OVERHEAD ELECTRIC
AND COMMUNICATIONS SERVICES
(FIBER OPTICS BEING EXTENDED
ALONG BELT ROAD UNDER
SEPARATE PROJECT)
SANITARY MANHOLE
(11 TYP.)
14+00
15+00
EXISTING CONCRETE PAD
TO REMAIN
#3352
EL. 965.61
UNDERGROUND ELECTRIC
TO TRANSFORMER
4" FIRE ALARM
CONDUIT
(2) 2" POWER CONDUIT
4" SANITARY, INV. 960.00
(2) 4" COMM. CONDUIT
(3) 4" ELECTRIC CONDUIT
2" DOMESTIC WATER
8" FIRE SERVICE WATER
S
(2) 3" HOT WATER
(2) 2" COLD WATER
2" COMPRESSED AIR
(2) 2 1/2" HOT WATER
(2) 2" COLD WATER
TO BLDG. #3350
REFER TO PLANS BY OTHERS
FOR CONTINUATION
8" DIP DOMESTIC
WATER MAIN
8" DIP DOMESTIC
WATER MAIN
8" DIP FIRE SERVICE
WATER MAIN
20+00
A B
C A B
A
B
A B
A
B
A
B
A
B
A
B C
199.00'
199.00'
.5
0' 60.50'
190 LF 15" ROOF DRAIN
COLLECTION SYSTEM /
TRENCH DRAIN @ 0.50% SLOPE
150 LF 12" HDPE
ROOF DRAIN
COLLECTION SYSTEM
STUB FOR CONNECTION
FROM BUILDING 3350,
DESIGN BY OTHERS
A B
A
B
C
A B
C
A
A
B
C/O INV. 962.85 C/O INV. 961.85
C/O INV. 962.00
150 LF 12" HDPE
ROOF DRAIN
COLLECTION SYSTEM
C/O INV. 963.50
175 LF 12" ROOF DRAIN
COLLECTION SYSTEM /
HDPE TRENCH DRAIN
C/O INV. 961.00
C/O
INV. 960.70
300 LF 42" NON-PERF.
HDPE DETENTION SYSTEM
(5 ROWS @ 50' EACH)
C/O INV. 961.92
C/O INV. 962.50
A
A A
A
B
B
A
A A AB
C
21+00
6' L x 4' W SCOUR HOLE d50=7", 14" THICK
W/ FILTER FABRIC
UNDERGROUND COMM.
CONDUIT TO BLDG. 3353
16+00
17+00
WET TAP & VALVE
PLAN VIEW
M A
T
E
KEY MAP
NOT TO SCALE
10+00
11+00
12+00 13+00 14+00
15+00 16+00 17+00
EXISTING BUILDING
#3350
TO BE RECONSTRUCTED BY OTHERS
NEW
BUILDING
#3349
F.F. 965.90
TURRET STAND
91.50'
.5
0'
29.33'
223.21'
16.42'
123.05'
14.75'
8.66'F.F.
963.90
INLET PROTECTION
(TYP.)
APPROXIMATE LIMIT OF DISTURBANCE
165,870 SF (3.81 ACRES)
STABILIZED CONSTRUCTION
ENTRANCE
A
B
C
A B
2" SUMP PUMP DISCHARGE ONTO
3' x 3' x 6" THICK RIP RAP PAD
INV. 957.00
C/O INV. 963.00
A
A A
A
A A
A A
A
C/O INV. 961.75
C/O INV. 962.65
REFER TO PLANS
BY GSIPT FOR IMPROVEMENTS
(BY OTHERS)
ADDITIONAL AREA OF DISTURBANCE:
16,915 SF (0.39 ACRES)
PLAN VIEW
M A
T
E
NEW
BUILDING
#3353
F.F. 968.00
17+00 18+00 19+00
EXISTING CONCRETE PAD
TO REMAIN
#3352
EL. 965.61
20+00
199.00'
199.00'
.5
0' 60.50'
190 LF 12" ROOF DRAIN
COLLECTION SYSTEM /
TRENCH DRAIN @ 1.00% SLOPE
INLET PROTECTION
(TYP.)
APPROXIMATE LIMIT OF DISTURBANCE
165,870 SF (3.81 ACRES)
TEMPORARY TOPSOIL
STOCKPILE
SILT FENCE
(TYP.)
STUB FOR CONNECTION
FROM BUILDING 3350,
DESIGN BY OTHERS
A B
A
B
C
A B
C
A
A
B
C/O INV. 964.50 C/O INV. 962.60
C/O INV. 962.00
150 LF 12" HDPE
ROOF DRAIN
COLLECTION SYSTEM
C/O INV. 963.50
175 LF 12" ROOF DRAIN
COLLECTION SYSTEM /
HDPE TRENCH DRAIN
C/O INV. 961.00
C/O
INV. 960.70
300 LF 42" NON-PERF.
HDPE DETENTION SYSTEM
(5 ROWS @ 50' EACH)
C/O INV. 962.65
C/O INV. 962.50
A
A A
A
B
B
A
A A AB
C
21+00
6' L x 4' W SCOUR HOLE d50=7", 14" THICK
W/ FILTER FABRIC
PLAN VIEW
M A
T
E
KEY MAP
NOT TO SCALE
M A T C H L I N E
M A T C H L I N E
Sequence of Construction:
1. Install perimeter silt fencing. 3 days
2. Install stabilized construction entrance. 2 days
3. Clear and grub all additionally disturbed areas, strip and stockpile topsoil, encompass with silt fence. 5 days
4. Rough grade site. 15 days
5. Construct stormwater management from scour hole to detention basin. 20 days
6. Temporarily stabilize all disturbed areas. 5 days
7. Begin building construction, including walls. -
8. Rough grade roadway. 8 days
9. Install roadway drainage and inlet protection. 10 days
10. Install Building 3353 trench drain and additional silt fencing. 4 days
11. Extend water, gas, and sanitary sewer to site. Stop at cul-de-sac area. 30 days
12. Install turrets and all other heavy equipment within buildings. -
13. Extend all utilities to buildings. 30 days
14. Install site curbing. 10 days
15. Install bituminous pavements and concrete pads. 15 days
16. Install all walkways. 10 days
17. Permanently stabilize all disturbed areas. 3 days
18. Complete building construction. 300 days
19. Remove all temporary stabilization measures once all areas are permanently stabilized. 2 days
NOTE: Refer to plans by GSIPT for sequence of construction for Building 3350 improvements.
SHEET NOTES
KEY NOTES
1A-512
B U
IL
D
G
S E
C T
IO
N
D
T A
IL
S
A.
B4
DETAIL
1-1/2" = 1’ - 0"
B3
DETAIL
1-1/2" = 1’ - 0"
C4 1-1/2" = 1’ - 0"
B2
DETAIL
1-1/2" = 1’ - 0"
A4
DETAIL
1-1/2" = 1’ - 0"
C1 1-1/2" = 1’ - 0"
B1 1-1/2" = 1’ - 0"
EXPANSION JOINT
WINDOW DETAILS BY PEMB
MANUFACTURER
B.
1’ 2’0 6"
SCALE:1-1/2"=1’
SCALE:3/4"=1’
0 1’ 2’ 3’
CL CL
TYP
T Y
P
T Y
P T
Y P
5 STEEL SUPPORT ANGLE
6 HORIZONTAL GIRT (PEMB)
7 METAL FLASHING W/ DRIP EDGE
8 INSULATED METAL PANEL 1 (PEMB)
9 WINDOW (PEMB)
10 3 5/8" METAL STUD ASSEMBLY
2 1/2" METAL STUD ASSEMBLY11
12 5/8" GYPSUM BOARD
13 PAINTED METAL SILL CAP
METAL CONDUCTOR HEAD WITH
OVERFLOW
16 DOWNSPOUT SUPPORT CLIP
17 DECK EXPANSION JOINT COVER
18 CONTINUOUS RUBBER GUTTER SLOPED
1/8" PER FOOT TO CONDUCTOR HEAD
20 INSULATED METAL PANEL 2
22 METAL PANEL 1 (PEMB)
23 CEILING
SLOPE
24 STEEL PLATE DECK
CL
VARIES, REFER TO CIVIL
25 PRE-FABRICATED METAL ROOF CURB
27 MECH EQUIPMENT
28 WOOD BLOCKING
2"
30 ALUMINUM FASCIA SLIP JOINT
FASTENED TO CONDUCTOR HEAD
8"8"
CL
EXPANSION JOINT
7" 7"
7" 7"
B4
1A-512
DOWNSPOUT TO CONCRETE
SPLASHBLOCK
CONDUCTOR HEAD AND DOWNSPOUT
TO BE FASTENED TO ONE SIDE OF
THE EXPANSION JOINT ONLY
DETAIL- WINDOW SILL
DETAIL- WINDOW HEAD
DRIFT CLIP
C3C2
GUARDRAIL AT EXPANSION JOINTSECTION & ELEVATION
DECK LEVEL GUARDRAIL
3 /4 " = 1’ - 0" 3 /4 " = 1’ - 0"
A2 1-1/2" = 1’ - 0"
EQUIPMENT PENETRATION AT DECK
MULTIPLE EQUIPMENT PENETRATIONS
B2
1A-512
B3
1A-512
19 STEEL SUPPORT PLATE ATTACHED
FULLY TO CONDUCTOR HEAD
TUBULAR STEEL POST WELDED TO
STEEL DECK
TUBULAR STEEL GUARDRAIL
33 SEALANT W/ BACKERROD
35 FIELD CUT PANEL AT PENETRATION
36 NON-CURING BUTYL SEALANT
37 SILICONE SEALANT FILLET BEAD
AROUND PENETRATIONS
NOT USED
NOT USED
NOT USED
NOT USED
5 5/8 "
A K
K P
G L
STEEL ANGLE WELDED CONTINUOUSLY TO
AT STEEL DECK AND AT VERTICAL JOINTS
ALUMINUM FASCIA, PAINTED.
METAL FLASHING W/ POP RIVETS,
PAINTED TO MATCH ADJACENT.
A
D E
N D
M
4’-0"
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A R
L
IN
G T
O N
V
IR
G
IA
T E
L
F A
X
R
O
R
E
IT
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b y u b m it t e d b
J W
F il e n a m e
P lo t d a t t s c a le h ie f
A r c h
B r a n c
IC
Y
S L
A B s ig n f il e n o r a w in g c o d s c r ip t io n M a r k
A p p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
K
IS
T R
IC
T
N
T R
IC
T
J
U L
R K
N
S T
E
B O
R A
T O
R
S T
E
B O
R A
T O
R
Sheet of 195
3A-602
O
H E
D U
L E
VINYL
TRANSITION
REDUCER
VCT
VCT
METAL
THRESHOLD
REFER TO DOOR SCHEDULE
FOR SIZE OR TYPE OF DOOR.
M A
X
S1
B2
DOOR TYPE
�" - 1’-0"B1 �" - 1’-0"
FRAME TYPE
C1
TRANSITION DETAIL
NTS C2
TRANSITION DETAIL
NTS C3 NTS
REDUCER DETAIL
D1
TYP-DOOR LOCATION
�" - 1’-0" D2 �" - 1’-0"
S1-METAL THRESHOLD
E F
NOTE: LOCATE INTERIOR DOORS
AS INDICATED ABOVE U.O.N
A1 3 " - 1’-0"
JAMB DETAIL
3 " - 1’-0"
HEAD DETAIL
A2 3 " - 1’-0"
JAMB DETAIL
3 " - 1’-0"
HEAD DETAIL
A3 3 " - 1’-0"
JAMB DETAIL
3 " - 1’-0"
HEAD DETAIL
A4 3 " - 1’-0"
JAMB DETAIL
3 " - 1’-0"
HEAD DETAIL
2"
T
Y P
T
Y P
T
Y P
HOLLOW
METAL
FRAME
SEALANT, TYP
W
ID
T H
V A
R
IE
S
2"
T
Y P
METAL FLASHING
W/ DRIP EDGE
1 15/16"
T Y
P
4"
TYP
1 15/16"
METAL FLASHING
W/ DRIP EDGE
T Y
P
A1.1 A2.1 A3.1 A4.1
WIDTH TO MATCH
DOOR FRAME, UON
D O
IG
H T
2" DOOR WIDTH
F1 F2
D O
IG
H T
2" DOOR WIDTH
A B
6"
C D
INACTIVE LEAF
ACTIVE LEAF
6"
NOTE: INTERIOR HM DOOR FRAMES TO BE LEVEL 2
EXTERIOR HM DOOR FRAMES TO BE LEVEL 3 GALVANIZED
NOTE: INTERIOR HM DOOR FRAMES TO BE LEVEL 2
EXTERIOR HM DOOR FRAMES TO BE LEVEL 3 GALVANIZED
CARPET
VINYL
TRANSITION
REDUCER
CONCRETE
SLAB CARPET
4"
TYP.
VINYL TRANSITION
REDUCER
CONCRETE
SLAB
4" TYP AT GWB PARTITIONS UON
T Y
P
TYP
2"
WIRE GLASSWIRE GLASS
SEALANT & BACKER ROD ON
BOTH SIDES 3/8" TYP
SEALANT & BACKER ROD ON
BOTH SIDES 3/8" TYPSEALANT & BACKER ROD ON
BOTH SIDES 3/8" TYP
G L
K P
A K
HOLLOW METAL FRAME
HOLLOW METAL FRAME
HOLLOW METAL FRAME
THROUGH BOLT FRAME
ANCHOR
GROUT FILL,
HOLLOW METAL
FRAME
GROUT FILL,
HOLLOW METAL
FRAME
THROUGH BOLT FRAME
ANCHOR
GROUT FILL,
HOLLOW METAL
FRAME
D E
N D
"Z" SHAPED ANCHOR
WELDED TO FRAME
SUPPORT ANGLES
ATTACHED W/
EXPANSION BOLTS
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
S L
A B s ig n f il e n a w in g c o d s c r ip t io n M a r k
A p p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
J
U L
R K
N
S T
E
B O
R A
T O
R
S T
E
B O
R A
T O
R
8’0 4’ 16’
SCALE:1/8"=1’
A2 �" = 1’-0"
1S-111
IL
D
FOUNDATION AND SLAB PLAN - SOUTH
M A
T C
H L
IN
E
S E
E S
E E
S H
E E
T
S
SHEET NOTES
KEY NOTES
A.
B.
C.
D.
E.
SEE 0S-501 FOR TYPICAL CONCRETE
DETAILS.
SEE STRUCTURAL GENERAL NOTES ON
0S-001 AND 0S-002.
F.
A1
1S-501
T/ CONC EL = 0’-0"
ELEVATIONS STATED ON PLANS ARE
T/CONC SOG. SEE CIVIL FOR MEAN
SEA LEVEL ELEVATION.
A2
1S-501
TYP
TYP TYP
1’- 0"
1’- 0"
2 BAY FOR BRACED FRAME LOCATION
P2
P2
P3
P2
P2
A2
1S-501
A2
1S-501
HS
S
CO
L
HS
S
CO
L
PLACE FTG W/ MAT FDN
F2
P3
F2
T/ WALL FTG EL = [-4’-2"]
G. SEE 1S-131 FOR INFO FOR DESIGN OF
MECH PLATFORM; COLS A.4-3 & A.4-4.
7 STEPPED FTG, SEE A3/0S-501 FOR
DETAIL
A3
1S-501
3 3
A5
1S-501 8
REMOTE CONTROL STATION (RCS).
COORDINATE EXACT LOCATION OF EQUIP
SUPPORT STEEL W/ EQUIP INSTALLER.
LOCAL CONTROL STATION (LCS).
COORDINATE EXACT LOCATION OF EQUIP
SUPPORT STEEL W/ EQUIP INSTALLER.
C4
1S-515
H.
13 LCS & RCS EQUIP SEE C4/1S-515 FOR
STEEL SUPPORT DETAIL
TRENCH 2’-0" WIDE x 6" DEEP (MIN)
SLOPE BOT OF TRENCH TOWARDS EXT
WALL @ 0.5%. SEE B5/0S-502 FOR TYP
DETAIL. PROVIDE 1" x 3/16" STEEL BAR
GRATING W/ BEARING BARS SPACED @
1�" OC & CROSS BARS @ 4" OC TO
COVER TRENCH. PROVIDE OPENINGS IN
GRATING @ PIPE & CABLE
PENETRATIONS. COORD W/ PLUMB AND
EQUIP INSTALLER.
@ DOOR
A3
1S-501
@ DOOR
A5
1S-501@ DOOR
TOP OF EXT WALL FTG EL IS EQUAL TO
THE ADJACENT TOP OF EXT SPREAD
FTG. SEE 0S-601 FOR SIZE AND REINF.
ALL COLUMN PIERS ARE MARK P1 UON.
T/PIER EL IS 0’-0", TYP. SEE PIER
SCHEDULE ON 0S-601 FOR DETAILS AND
ANCHOR BOLT PLACEMENT.
PROVIDE FOR 30 GALLON WATER
HEATER TO BE HUNG FROM ROOF
BEAMS. COORD LOCATION W/ PLUMB.
14 SANITARY LINE. COORD W/ PLUMB FOR
INVERT. SLEEVE WALL, SEE DETAIL
A1/0S-501.
15 WATER LINE. COORD W/ FP FOR
INVERT. SLEEVE WALL, SEE DETAIL
A1/0S-501.
16 CONDUIT. COORD W/ ELEC & FP. SEE
A1/0S-501 FOR SLEEVE.
T/ WALL FTG EL = [-7’-6"]
KEY NOTES
STORM LINE. COORD W/ PLUMB FOR
INVERT. SLEEVE WALL, SEE DETAIL
A1/0S-501.
T/ WALL FTG EL = [-3’-9"] 20
6"
SLAB EDGE, TYP
WALL FTG, TYP
6"
6’-4" 12’-0"
9’-0"
OUTSIDE FACE OF
WALL, TYP
3’-3" 12’-8"
T/ WALL FTG EL = [-7’-1"] 21
T H
A
S E
2’-0"
T/ WALL FTG EL = [-5’-10"]. WALL
FTG SHALL BE 15" THK AND SHALL BE
REINF W/ 5-#5 EA WAY.
F O
U N
D A
T
IO
A N
B2
1S-512
SLAB-ON-GROUND IS 6" THICK
W/ #3 @ 18" OC, EW TOP.
CONTRACTION JOINT.
FOOTINGS DESIGNED FOR 2.5K DL AND
4.5K LL. COORD W/ PRE ENGR BLDG
MFR TO ENSURE SIZE IS ADEQUATE
PRIOR TO CONSTRUCTION.
12" THK MAT EQUIP FDN W/ #5 @ 12"
OC T & B. PAD TO RECEIVE SEARAM
SHIPPING SKID. T/CONC EL = 0’-0". SEE
C5/1S-501 FOR LOCATIONS OF 1" DIA
HILTI HY 150 INJECTION ADHESIVE
ANCHOR W/ 8�" EMBED LOCATIONS TO
BE INSTALLED AFTER SKID IS IN PLACE.
J
L
O P
E R
22 6" WIDE OPNG FOR TRENCH DRAIN.
COORD W/ PLUMB. SEE B5/0S-502 FOR
SLAB REINF.
12" THK MAT EQUIP FDN W/ #5 @ 12"
OC T & B
C1
1S-501
23 THKD SLAB AT LADDER. SEE
C5/0S-502.
7’-0"
12’-4"
12’-4"
24 2" SLAB DEPRESSION. SEE C3/0S-502
FOR DETAIL. SEE ARCH FOR LOCATION.
PROVIDE 3’-0" SQ OPNG IN SLAB FOR
OIL INTERCEPTOR. SEE A5/0S-501 FOR
ADDL INFO. COORD LOCATION AND 4’-3"
DEPTH OF HOLE W/ PLUMB AND MFR
REQMTS.
D E
N D
1’-4"
90’-0"
1’-9"
A B
C
1 2 3 5 6 7
A .4
22’-6" 22’-6" 22’-6" 22’-6"
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
S L
A B s ig n f il e n a w in g c o d s c r ip t io n M a r k
A p p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
J
U L
R K
N
S T
E
B O
R A
T O
R
S T
E
B O
R A
T O
R Y
N
BLDG
BLDG
Sheet of 195
2’ -6
2’ -6
5’ -0
2’ -6
2’ -6
C10X15.3
3’ -1 1"
2’ -6
3’ -1 1"
5’ -0
5’ -0
9’ -2 /8
9’ -2 /8
F4
F4
F2 F2 F2
F2F2F2
F1
F1
F1
F1
C
X .3
W10X33
W10X33
W
X
C10X15.3
C
X .3
W10X33
W10X33
A2
LOADER LEVEL FRAMING PLAN - NORTH
�" = 1’-0"
M A
T C
H L
IN
E
S E
E S
E E
S H
E E
T
S
1S-112
B U
IL
D
T/STL PL EL = 0’-0"
A.
B.
C.
SHEET NOTES KEY NOTES
DECK IS 3/8" METAL PLATE. SEE
GENERAL NOTES FOR ADDL INFO.
4 T/AREAWAY WALL, EL 1’-6"
SEE STRUCTURAL GENERAL NOTES
0S-001 AND 0S-002.
FRAMING MEMBERS BTWN COL
LINES ARE EQUALLY SPACED,
UON.
D.
ELEVATIONS STATED ON PLANS ARE
FIN FLR. SEE CIVIL FOR MEAN
SEA LEVEL ELEVATION.
B2
1S-512
A4
1S-512
A1
1S-211
B5
1S-512
A1
1S-210
0 4’ 8’ 12’
SCALE:3/16"=1’
CARRIER MOUNTING PL. SEE A1/1S-311
3 3 3
CHEVRON BRACING, SEE A1/1S-210
TYP
A1
1S-511
A3
1S-512
A1
1S-512
A2
1S-512
A4
1S-511
EL [-2’-0"]
TOC
0’-0"
TOC EL
SIDEWALK, SEE CIVIL.
9 MOMENT CONN TO BE DESIGNED FOR
FACTORED END MOMENT OF 30 FT-K
10 FOOTING STEP, SEE A3/0S-501
6 PLCS ALONG 11
TYP @
14 PLCS
TYP
@ DOOR
A3
1S-512
TYP @ 8 PLCS
ALONG 8
A1
1S-512
A2
1S-512
B5
1S-512
P5
P5
P5
P5
4’ -0
6’ -0
4’ -0
4’ -0
3’ -0
2’ -0
2’ -0
2’ -0
2’ -0
2’ -0
2’ -0
P4
TYP @ DOOR
TYP
T/ WALL FTG EL IS [-6’-0"]
T/ WALL FTG EL IS [-5’-8"]
14 DOMESTIC WATER LINE. COORD W/ PLUMB.
SEE A1/0S-501 FOR SLEEVE DETAIL.
SANITARY LINE, BELOW FTG. COORD W/
PLUMB. SEE A1/0S-501 FOR SLEEVE DETAIL.
15 COMPRESSED AIR PIPE. COORD W/ PLUMB.
SEE A1/0S-501 FOR SLEEVE DETAIL.
T H
A
S E
L L
2’ -6
1’- 0"
P4 0’ -8
P4 -1’ -0
P4 0’ -8
17 T/AREAWAY WALL, EL [-1’-0"]
B2
1S-512
C5x9 DOOR FRAME STEEL, SEE A4/1S-511
BRACED FRAME. SEE C1/1S-510 FOR ADDL
INFO.
18 6" CURB. SEE B5/1S-512
L O
A D
V
A M
A N
P4 -0 8"
P4 -0 8"
P4 -0 8"
P4 -0 8"
P4 -0 8"
P4 -0 8"
C2
1S-510
B1
1S-512
E. SEE DRAWINGS 1S-113 & 1S-114 FOR ADDL
INFO AT THE LOADER LEVEL.
F.
L L
COLUMNS SHALL SIT ON AREAWAY WALL W/
BASE PLATE BP4. SEE 0S-601 FOR ADDL
INFO FOR BASE PLATE AND ANCHOR BOLTS.
J
L
O P
E R
TYP @
EXP JT
JIB CRANE FDN. CRANE TO BE FOUNDATION
MOUNTED DURING WALL PLACEMENT. GC TO
COORDINATE W/ JIB CRANE SUPPLIER & FDN
SHOWN.
T/ PIER ELEVATION IS [-2’-0"], UON.
C3
1S-513
TYP,
11 PLCS
4" EQUIPMENT PAD. COORD W/ MECH, ELEC &
PLUMB FOR SIZE & LOCATION. SEE D5/0S-501
FOR ADDL INFO.
L
22 TYP DIMENSIONS FOR CHANNEL
FRAMING @ STAIR OPNGS.
W8x15, BM TO COL MOMENT CONN TO BE
DESIGNED FOR FACTORED END MOMENT OF 5
K-FT. MC TO BE PROVIDED AT COLUMNS ONLY.
C4
1S-513
TYP @ 8
PLCS
ALONG 8
PIER & FOUNDATION FOR STAIR POST.
COORD LOCATION W/ STAIR MFR.
2’ -0
P4 -0 8"
24 THICKENED SLAB @ STAIR LANDING.
COORD W/ SIDEWALK (CIVIL) AND STAIR
MFR. SEE C5/0S-502
A1
1S-512
6" THICK SOG W/ #3@18" OC, EW TOP. SEE
1S-113 FOR CONTRACTION JOINT LAYOUT.
PROVIDE FLOOR DRAINS, SEE PLUMB AND ARCH
FOR LOCATIONS.
STORM LINE. COORD SLEEVE IN WALL
W/ PLUMB & CIVIL.
25 PROVIDE WT4x9 VERT FRAMING FROM
STEEL PLATE DECK TO DECK FRAMING
ABOVE AT ELEC PANEL LOCATION.
COORD W/ ELEC.
1’-3"
1’-3"
5’-4" 1’-0"
9�"
9�"
FOR CONT OF
WALL FTG
SEE 1S-102
1’-7"
C OF EXP JT
1’-7"
C OF EXP JT
C CANOPY
COLS
1’-3" 5’-3"
10"
6 PLCS
ALONG 9
7’-6"
7’-8"
FOR CONT OF
WALL FTG
SEE 1S-102
26 PIT 2’-0"x2’-0"x2’-0" DEEP. SEE
DETAIL B5/0S-502. GRATING SHALL BE
1" x 3/16" STEEL BAR GALV W/
BEARING BARS SPA @ 1 3/16" OC AND
CROSS BARS @ 4" OC TO COVER
OPNG.
D E
N D
B .1
C C .1
7 8 9 9.3 9.4 9.6 9.7 10 11 1211.3 11.4 11.6 11.77.3 7.4 7.6 7.7
B .3
B .4
B .6
B .7
B
C .1
8’-0" 7’-10" 8’-0"7’-10"3’-9"3’-9" 4’-10" 7’-10" 7’-10"3’-9"3’-9" 4’-10"7’-10" 7’-10"3’-9"3’-9" 4’-10"
14’-5"
2’-7"
100’-0"
B .6
B .1
6’-1"
13.5
8’-8"
29’-2"
A A .5
A .9
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
S L
A B s ig n f il e n a w in g c o d s c r ip t io n M a r k
A p p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
J
U L
R K
N
S T
E
B O
R A
T O
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S T
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B O
R A
T O
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N
BLDG
BLDG
Sheet of 195
W
X
C10X15.3C10X15.3
W
X
C10X15.3
W
X
C
X .3
C
X .3
W10X33
W10X33
C
X .3
C
X .3
C
X .3
C
X .3
C
X .3
C
X .3
W10X33
W10X33
C
X .3
C
X .3
C
X .3
C
X .3
C
X .3
C
X .3
C
X .3
C10X15.3
W
X
W
X8
W
X6
W
X6
W
X8
W
X6
W
X8
W12 X8
W12 X6
W12 X6
W12X87
W12X6
W12X6
W
X4
W
X4
W10 X4
W
X4
C10X15.3
W12X8
W
X6
W
X8
W
X6
W
X6
W
X8
W
X8
W
X6
W
X8
W
X8
W
X6
W
X6
W12X8
W12 X6
W12 X6
W
X4
W
X4
W
X4
W
X4
C10X15.3
W12 X8
W
X6
W
X8
W
X8
W
X6
W
X6
W
X8
W
X8
W
X6
W
X8
W12X87
W
X6
W
X6
W12 X8
W12 X6
W
X6
W
X4
W
X4
W10 X4
W
X4
W
X8
W
X6
W
X8
W10X33
W10X33
W10X33
W10X33
W10X33
W10X33
W
X3
W
X3
W
X3
W10X33
W10X33
W10X33
W10X33
W10X33
W10X33
W
X3
W
X3
HS
S4
X4 X3 /8
HSS
4X4
X3 /8
HS
S4
X4 X1 /4
HS
S4
X4 X1 /4
HS
S4
X4 X1 /4
HS
S4
X4 X1 /4
HS
S4
X4 X1 /4
HS
S4
X4 X1 /4
HS
S4
X4 X3 /8
HSS4X4X3/8
HS
S4
X4 X3 /8
HS
S4
X4 X3 /8
W
X8
C
X .3
F5 F5
F1
F4
F4
F5
F5 F5
F5 F5
F4
F1
F1
F5
W10X45
W
X
W
X
W
X
W10X33
W10X33
W
X
W
X
W
X
W
X
W
X
W10X33
W10X33
W
X
W
X
C
X .3
C10X15.3
C
X .3
W
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W10X45
W
X
W
X
W10X33 W10X33
W10X33 W10X33
W10X33
W
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W10X33
W
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C
X .3
C10X15.3
W
X
W
X
W
X
W
X
W
X
C
X .3
C10X15.3
W
X
W10X45
W
X
W
X
W10X33 W10X33
W10X33 W10X33
W10X33
W
X
W10X33
W
X
W
X
W
X
W
X
C10X15.3
W
X
C
X .3
C
X .3
W10X45
W
X
W
X
W
X
W10X33
W10X33
W
X
W
X
W
X
W
X
W
X
W10X33
W10X33
W
X
W
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C10X15.3
C
X .3
W
X
W10X45
W
X
W
X
W10X33
W10X33
W10X33 W10X33
W10X33
W
X
W10X33
W
X
W
X
W
X
W
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C10X15.3
W
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C
X .3
C
X .3
W10X45
W
X
W
X
W
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W10X33
W10X33
W
X
W
X
W
X
W
X
W
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W10X33
W10X33
W
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C
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C
X .3
C
X .3
C
X .3
C
X .3
C
X .3
C
X
.3
A
T C
H L
IN
E
S E
E S
E E
S H
E E
T
S
1S-113
B U
IL
D
T/STL PL EL = 0’-0"
A.
B.
SHEET NOTES KEY NOTES
SEE STRUCTURAL GENERAL NOTES
0S-001 AND 0S-002.
0 4’ 8’ 12’
SCALE:3/16"=1’
OPNGS AT LOADER LEVEL FRAMING PLAN - NORTH
3/16 " = 1’-0"
OPENING IS 19" NS x 9" EW3
OPENING IS 9" NS x 19" EW4
53113
1 1 1 3
OPENING IS 5’-3" x 5’-3"6
1’-11" 2’-5" 1’-10"
2’-5"
1’-11"
2’-6" 1’-11"
2’-1"
4’-0"
1’-11" 2’-5" 1’-10" 2’-5"
1 1 1 3
2’-1"
4’-0" 1’-11"
1’-11" 2’-6"
13 6 531
1’-11"2’-5" 1’-10"
4’-0"
2’-1"
1’-11"
1 365 3 1
2’-6" 1’-11"1’-11"
OPENING IS 5’-2" NS x 2’-11" EW
N
OPENING IS 3’-2" NS x 4’-0" EW
1’-11"
2’-11"
5’-6"
C. DIMENSIONS SHOWN ARE TO OPNG CL
S E
L
T H
A R
L O
A D
V
E N
IN
A N
OPENING IS 3�" DIA. COORD W/ MECH
FOR LOCATIONS.
11 CONTRACTION JOINT IN SOG, TYP.
D. SEE 1S-112 FOR FRAMING PLAN.
J
L
O P
E R
FOR DIRECTION OF OPENINGS, THE NORTH
DIRECTION IS STATED AS FOLLOW
1 1/2" DIA OPNG. COORD LOCATION W/
PLUMB.
OPNGS FOR BCCP WATERLINE & DISCHARGE
DRAIN. COORD W/ OWNER PROVIDED
EQUIPMENT & PLUMB FOR LOCATION & SIZE.
1’-11"1’-11"
OPENING IS 16" NS x 8" EW
OPENING IS 8" NS x 16" EW
OPENING IS 10" NS x 8" EW
OPENING IS 4" DIA. COORD W/ PLUMB FOR
LOCATION.
D E
N D
.1
C C .1
7 8 9 9.3 9.4 9.6 9.7 10 11 1211.3 11.4 11.6 11.77.3 7.4 7.6 7.7
B .3
B .4
B .6
B .7
B
C .1
8’-0" 7’-10" 8’-0"7’-10"3’-9"3’-9" 4’-10" 7’-10" 7’-10"3’-9"3’-9" 4’-10"7’-10" 7’-10"3’-9"3’-9" 4’-10"
14’-5"
2’-7"
100’-0"
B .6
B .1
6’-1"
13.5
8’-8"
29’-2"
A A .5
A .9
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
S L
A B s ig n f il e n a w in g c o d s c r ip t io n M a r k
A p p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
J
U L
R K
N
S T
E
B O
R A
T O
R
S T
E
B O
R A
T O
R Y
N
BLDG
BLDG
A
T C
H L
IN
E
S E
E S
E E
S H
E E
T
S
1S-114
B U
IL
D
T/STL PL EL = 0’-0"
A.
SHEET NOTES KEY NOTES
SEE STRUCTURAL GENERAL NOTES
0S-001 AND 0S-002.
0 4’ 8’ 12’
SCALE:3/16"=1’
3/16 " = 1’-0"
REMOTE CONTROL STATION (RCS). COORDINATE EXACT LOCATION
OF EQUIPMENT SUPPORT STEEL W/ EQUIP INSTALLER.
LOCAL CONTROL STATION (LCS). COORDINATE EXACT LOCATION
OF EQUIPMENT SUPPORT STEEL W/ EQUIP INSTALLER.
B1
1S-515
GUN CONTROL PANEL (GCP). COORDINATE EXACT LOCATION
OF EQUIPMENT SUPPORT STEEL W/ EQUIP INSTALLER.
A4
1S-515
4 SEE ELEVATION FOR WALL MOUNTED EQUIPMENT:
BARREL COOLING CONTROL PANEL (BCCP) &
ANTI-ICING JUNCTION BOX.
5 SLIPRING SUPPORT BRACKET.
C1
1S-515
C3
1S-515
A2
1S-515
A1
1S-515
B2
1S-515
1’-1" 1’-3"
1’-23 8"
1’-7"
1’-4" 1’-7"
EP1. COORDINATE EXACT LOCATION OF EQUIP
SUPPORT STEEL W/ EQUIP INSTALLER. SEE 1S-113
FOR LOCATION AND SIZE OF OPENING.
EP2. COORDINATE EXACT LOCATION OF EQUIP
SUPPORT STEEL W/ EQUIP INSTALLER. SEE 1S-113
FOR LOCATION & SIZE OF OPNG.
S E
L
T H
A R
L O
A D
V
Q
U
IP
M E
P P
O
A M
7"
5"
3"
A3
1S-515
B. SEE 1S-112 FOR FRAMING PLAN.
LOADER LEVEL EQUIPMENT SUPPORT FRAMING PLAN
J
L
O P
E R
LOWER ACCUMULATOR (LA). COORDINATE EXACT
LOCATION OF EQUIP SUPPORT STEEL W/ EQUIP INSTALLER.
CENTER LA OVER W10 BEAM BELOW.
9 9
4’-7"
1’-0"
PROVIDE (2) C6x8.2 BETWEEN COLUMNS TO SUPPORT ELEC
PANELS. COORD W/ ELEC MFR FOR ELEVATIONS. WELD
BOTH ENDS OF C6 TO INSIDE OF COL FLANGE W/ 1/4"
FILLET ALL AROUND OR PROVIDE (2) 3/4" DIA BOLTS W/ 1/4"
SHEAR PL
WT4 (SEE 1S-112 FOR SIZE) VERT MEMBER.
GRIND SMOOTH DECK TO RECEIVE 1/4" WELD
ALL AROUND @ BASE. USE VERT SLIP CONN
@ TOP OF WT4 TO UNDERSIDE OF W8.
D E
N D
.1
C C .1
7 8 9 9.3 9.4 9.6 9.7 10 11 1211.3 11.4 11.6 11.77.3 7.4 7.6 7.7
B .3
B .4
B .6
B .7
B
C .1
8’-0" 7’-10" 8’-0"7’-10"3’-9"3’-9" 4’-10" 7’-10" 7’-10"3’-9"3’-9" 4’-10"7’-10" 7’-10"3’-9"3’-9" 4’-10"
14’-5"
2’-7"
100’-0"
B .6
B .1
6’-1"
13.5
8’-8"
29’-2"
A A .5
A .9
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
S L
A B s ig n f il e n a w in g c o d s c r ip t io n M a r k
A p p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
J
U L
R K
N
S T
E
B O
R A
T O
R
S T
E
B O
R A
T O
R Y
N
BLDG
BLDG
B.4
B.6
7.6
L
L
OPEN
A1 A3
SECTION
A3
1S-311
1S-311
CARRIER MOUNTING PLATE PLAN
1’ 2’0 6"
SCALE:1-1/2"=1’
1 1/2" = 1’-0" 1 1/2" = 1’-0"
2" 2’-
4"
1 8
D
IA
2"
W10 BEAM, SEE PLAN
5’- 4"
W10x45
W10x45
W10x45
W10x45
OPEN
C A
R R
IE
U N
T
A
A N
3/8" PLATE
3/8" PLATE
B3 1 1/2" = 1’-0"
B3
1S-311
SECTION - TYP 7 PLCS
1/4
W10 BEAM, SEE PLAN
W10 BEAM, SEE PLAN
W10 BEAM, SEE PLAN
W10 BEAM, SEE PLAN
C MOUNTL
EDGE OF PL ON THE C
OF BEAM, TYP ALL SIDES
L
EDGE OF PLATE @ BM CL
3/8" PLATE
B U
IL
D
S E
L
T H
A R
NOTE: ALL W10x45 RADIAL BEAMS SHALL BE WELDED AT JOINTS
W/ BEAMS & CIRCULAR ROLLED PLATES. WEB & FLANGE JOINTS
SHALL BE 1/4" FILLET WELDED ALONG LENGTH OF CONNECTION.
J
L
O P
E R
1’-8
" IN
SID
E D
IA
E Q
SURFACE B
A.
SHEET NOTES
CENTERLINES OF 1’-8" DIA HOLE
AND 3’-0" DIA MACHINED AREA
(SURFACE B) SHALL BE LOCATED
WITH RESPECT TO THE
VERTICAL CENTERLINE OF THE
MOUNT ABOVE TO THE
DIMENSIONS SHOWN +/- 0.25".
B.
C.
C3
SECTION
1 1/2" = 1’-0"
SURFACE B
SURFACE A
(SEE 1S-312)
.9
.0
SEE NOTE C
C3
1S-311
C MOUNT ABOVE
U
O V
E
3’-0" DIA (SURFACE B)
2" PLATE
ADJUST THE ELEVATION OF THE
2" PLATE BY SHIMMING BETWEEN
THE PLATE AND THE SUPPORT
STRUCTURE PRIOR TO WELDING.
FINAL ELEVATION TO BE
DETERMINED SUCH THAT
SURFACE B CAN BE ACHIEVED
TO THE DIMENSION SHOWN.
SHIIMS SHALL BE POSITIONED
NEXT TO EACH OTHER WITH NO
GAPS.
NOTE: AT TURRETS 1 & 2, PROVIDE REMOVABLE 1/4"
PLATE TO COVER OPENING. OVERLAP OPNG BY 1" FOR
BOLTED ATTACHMENT. NO MACHINING OF SURFACE B
REQUIRED AT TURRETS 1 &2.
D E
N D
MACHINE "SURFACE B & C"
(LOADER FOUNDATION AND
FOUNDATIONS
FOR LOWER HOIST DRIVE, HOIST
TUBE AND STRIKEDOWN TUBE)
IN THE SAME PLANE ON LOADER
PLATE. THESE FOUNDATION
SURFACES MUST HAVE A 125
FINISH AND BE PARALLEL TO THE
STAND FOUNDATION SURFACE
WITHIN 0.002" IN 12". MINIMUM
BEARING AREA OF 50 PERCENT.
NONBEARING AREAS IN ANY
60 DEGREE SECTOR SHALL BE
LIMITED TO A MAXIMUM OF 10
PERCENT OF TOTAL FOUNDATION
BEARING AREA.
KEY NOTES
2 GRAPHIC REPRESENTATION OF
THE FOUNDATIONS FOR THE
LOWER HOIST DRIVE, HOIST
TUBE AND STRIKEDOWN TUBE.
SURFACE C. SURFACE C DEFINES
AREA REQUIRING MACHINING FOR
TURRET 3 ONLY. COORDINATE
EXACT EXTENT WITH EQUIPMENT
INSTALLER.
2’-5 2"
1 8
2’-5
8" DIA
3/8" OUTSIDE
PLATE
W10 BEAM,
SEE PLAN
3"x5/8" PLATE (T & B)
W10 BEAM
T/ STL PL LOADER LVL
EL SEE PLAN
T/ STL PL LOADER LVL
EL SEE PLAN
W10 BEAM BEYOND,
SEE PLAN
2’-11
8" OUTSIDE DIA
1’-8" INSIDE DIA
1 8
O U T S
ID
E
D
IA
E Q
3’-0" DIA (SURFACE B)
PL 2"x5’-0�"x6’-5�"
2" PLATE
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
S L
A B s ig n f il e n a w in g c o d s c r ip t io n M a r k
A p p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
J
U L
R K
N
S T
E
B O
R A
T O
R
S T
E
B O
R A
T O
R Y
4"
7.3 7.4 7.6 7.7
B.3
B.4
B.6
B.7
U N
T L
C MOUNT
L
1S-312
A1 1" = 1’-0"
A51S-312
A5
SECTION
1" = 1’-0"
B5
1S-312
B5
C MOUNTL
U N
T L
B4
1S-312
B4
SECTION
2" = 1’-0"
2" = 1’-0"
TOP LOADER RING AND PLATE DETAIL
2’0
SCALE:2"=1’-0"
1’
3’-9"
2’-5"
4’-10" 3’-9"
1�" PLATE
(RING)
4" TYP
1/2" PLATE
3’-5�" REF
W18 BEAM, SEE PLAN,
TYP
1/2" PL
1�" PL
NOTE: TOP PL OMITTED
FOR CLARITY
T/STL PL @ DECK LVL
EL SEE PLAN
1/4
CONT
PLAN DETAIL
D
S E
L
T H
A R
B U
IL
D
T
A D
A
A N
NOTE: AT TURRETS 1 & 2, ADAPTER PLATES SHALL BE PLACED
ON LOADER RING FOR VARIOUS GUNMOUNTS TO COVER OPNGS. SEE
1S-313 FOR ADAPTER PLATE FOR TURRET 1. ADAPTER PLATE FOR
TURRET 2 SHALL BE PROVIDED BY OWNER.
INSIDE DIA
OUTSIDE DIA
8’ -5
OUTS
IDE
DIA
IN
S
ID
J
L
O P
E R
2’0 1’
SCALE:1"=1’-0"
SURFACE A
SURFACE A
IS
H E
D
T H
IC
K N
E S
S
S
T E
B.
A.
SHEET NOTES
2’-2 2" 1’-0"
4"
OPNG IN STEEL DECK
AT TURRET #1 ONLY
OPNG IN STEEL DECK
AT TURRET #1 ONLY
1’-5"
D E
N D
CONTRACTOR SHALL DETERMINE THE INITIAL THICKNESS REQUIRED TO PROVIDE ADEQUATE MACHINING ALLOWANCE SO
THAT FINAL MINIMUM THICKNESS IS ACHIEVED.
STAND FOUNDATION "SURFACE A" MUST BE LEVEL WITH RESPECT TO GRAVITY WITHIN 3 MINUTES OF ANGLE WITH A SURFACE FINISH OF 125 AND A MINIMUM BEARING AREA OF 75 PERCENT. NONBEARING AREAS IN ANY 60 DEGREE SECTOR SHALL BE LIMITED TO A MAXIMUM OF 5 PERCENT OF THE TOTAL FOUNDATION BEARING AREA.
C. MACHINING OF SURFACE A IS REQUIRED FOR ALL TURRETS.
W12 COL, SEE PLAN
1/2" PLATE
3/4" PLATE
1/2" PLATE
4"
4"1’-10�"
6"11"
STAND
MOUNTING
SURFACE
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
S L
A B s ig n f il e n a w in g c o d s c r ip t io n M a r k
A p p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
J
U L
R K
N
S T
E
B O
R A
T O
R
S T
E
B O
R A
T O
R Y
7.3 7.7
B.3
B.7
U N
T L
C MOUNT
L
1S-313
A1 1" = 1’-0"
C
IW
A P
T
A
A N
B4
1S-513
CIWS ADAPTER PLATE PLAN
3’-11 2"
M C x .8
C x .2
C x .2
M C x
.8
MC13x31.8
MC13x31.8
C6x8.2
C6x8.2
M C x .8
B1
1S-513
11" 4’-0"
11"2’-1"
B U
IL
D
S E
L
T H
A R
T/ ADAPTER PL & T/ OF GRATING EL 9’-4�"
A.
SHEET NOTES
KEY NOTES
B.
J
L
O P
E R
10’-10"
1 TYP
CONTRACTOR SHALL DETERMINE THE
INITIAL THICKNESS REQUIRED TO
PROVIDE ADEQUATE MACHINING
ALLOWANCE SO THAT FINAL MINIMUM
THICKNESS IS ACHIEVED.
3" MINIMUM
THICKNESS OF
CIWS ADAPTER
PLATE
1 3/16" DIA BOLT HOLES FOR 1"
DIA BOLTS FOR ATTACHMENT OF
THE SHIPPING SKID TO THE
ADAPTER RING. BOLTS SHALL BE
SUPPLIED AND INSTALLED BY
OWNER DURING GUN INSTALLATION.
2"
10" 2’-1" 1’-3" 5’-0" 1’-3"
3 HSS BELOW. SEE B1/1S-513 FOR
ADDL INFO.
4 MAINTENANCE RAIL FOR SUPPORT
OF THE COMPONENT REMOVAL
EXTENSION SET (CRES).
7’-11"
7’-11"
M C x .8
M C x
.8
3’-7
2"
3"
3"
GRATING SHALL BE REMOVABLE IN
THIS LOCATION.
4’-7"
C4
1S-501
2"
2"
C4
1S-501
2"
3’-1 2"
2’-2"
2"
GRATING SHALL BE 1 1/2" x 3/16"
GALV STEEL W/ BEARING BARS
SPACED AT 1 3/16" OC AND
CROSS BARS SPACED AT 4" OC.
MC13x31.8
M C x
.8
MC13x31.8
10" 1’-4�"
2"
TOP SURFACE OF PLATE SHALL BE
LEVEL WITH RESPECT TO GRAVITY
WITHIN 3 MINUTES OF ANGLE WITH
A SURFACE FINISH OF 125 AND A
MINIMUM BEARING AREA OF 75
PERCENT. NONBEARING AREAS IN
ANY 60 DEGREE SECTOR SHALL BE
LIMITED TO A MAXIMUM OF 5
PERCENT OF THE TOTAL
FOUNDATION BEARING AREA. THE
BOTTOM SURFACE OF THE
ADAPTER PLATE MUST BE
MACHINED TO THE SAME FLATNESS
REQUIREMENT AS SURFACE A (ON
1S-312).
A D
D E
N D
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
S L
A B s ig n f il e n a w in g c o d s c r ip t io n M a r k
A p p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
J
U L
R K
N
S T
E
B O
R A
T O
R
S T
E
B O
R A
T O
R Y
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
S L
A B s ig n f il e n a w in g c o d s c r ip t io n M a r k
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
A p p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
NEW YORK DISTRICT
N
T R
IC
T
N
T R
IC
T
J
U L
R K
N
S T
E
B O
R A
T O
R
S T
E
B O
R A
T O
R Y
N
BLDG
BLDG
Sheet of 195
6 8 10 12
B .1
C .1
C
7 9 11
B
B .6
.1
.1
CORRIDOR
MECH
EMERG
SHOWER
ELEC
LOADER ROOM 1
LOADER ROOM 3
LOADER ROOM 2
OFFICE
8’0 4’ 16’
SCALE:1/8"=1’
M A
T C
H L
IN
E
S E
E S
E E
P
SHEET NOTES
KEY NOTES
D N
A.
1P-111
A1 SCALE = �" = 1’-0"
1" AIR 1" AIR
1" AIR
2" CW
2" AIR1" AIR
GAS METER
4 4 4
2" CW
77 7
AIR DRYER LOCATED ON WALL.
2" AIR
FOR GENERAL NOTES, SYMBOLS AND
ABBREVIATIONS REFER TO SHEET P-001.
1" AIR
UP & DN
1" AIR
UP & DN
1" AIR
UP & DN
2"
1�" GAS TO
BOILER (TYP.
OF 2)
1�"
INCOMING GAS LINE
1�" 1�"
1�"
GCO-1
3"FS-1
3"FS-1
3"FS-1
3"FS-1
3"FS-1
10 10
1" AIR
INSTALL ALL PIPING SYSTEM CONCEALED
IN WALL AND CEILING SPACES/OR CLOSE
TO STRUCTURAL ELEMENTS. UNLESS
OTHERWISE INDICATED.
B.
C.ALL PIPING SYSTEM SHALL BE
COORDINATED WITH OTHER TRADES
PRIOR TO INSTALLATION.
D.ALL PIPING SHALL BE SUPPORTED IN SUCH
MANNER AS TO ELIMINATE SWAY AND
VIBRATIONS.
2"
3"
3"
3"
6"
3" BACKFLOW
PREVENTER
3" INCOMING WATER
SERVICE LINE
6" SANITARY WASTE 13
2" VENT TROUGH THE WALL
3"3"
2"CW
AIR COMPRESSOR
AND TANK (AC-1)
15 ETP-1, ELECTRONIC TRAP PRIMER
GAS SHUT- OFF VALVE & REGULATOR
WITH VENT TROUGH THE WALL (TYP)
16 BACKWATER VALVE
AIR PRESSURE REDUCING VALVE ABOVE
G T
B L
H
F.F.E. 0.00’ F.F.E. -2.00’
NFWH-1
NFWH-1
2"PD
2"PD
2"V
1"
1"
2"V
2" VENT FROM BELOW
2"DP, DISCHARGE PUMP FROM BELOW
1" CW SUPPLY FROM BELOW
B.C.C.P. BY OTHERS
INCOMING DOMESTIC WATER LINE. 2’-6" MIN. BELOW
FINISHED GRADE. SEE CIVIL DRAWINGS FOR
CONTINUATION.
GAS LINE. SEE CIVIL DRAWINGS FOR CONTINUATION.
HVAC EQUIPMENT. REFER TO MECHANICAL DRAWINGS
FOR DETAILS.
COMPRESSED AIR LINE DOWN TO SUPPLY WEAPON
SYSTEM IN LOADER ROOMS.
1�"COMPRESSED AIR PIPE DOWN TO BELOW SLAB.
�" WATER LINE DOWN SUPPLY TO WATER TANK
1" COMPRESSED AIR LINES TERMINALS WITH QUICK
DISCONNECTS AND EMERGENCY SHUT- OFF VALVES
6" SANITARY WASTE. FOR CONT. SEE CIVIL DRAWINGS.
2" (PD) SUMP PUMP DISCHARGE SHALL BE INSTALLED
BELOW FLOOR SLAB AND CONNECTED TO 4" SANITARY
LINE. PROVIDE A BACKWATER VALVE BEFORE CONNECTION.
1" CW SHALL RUN ABOVE TIGHT TO STRUCTURE.
1"CW DOWN TO BARREL COOLING CONTROL PANEL.
PROVIDE FLEXIBLE PIPES TO CONNECTION, USE PANEL
FITTINGS BETWEEN FLEXIBLE PIPES AND THE PANEL.
2" VENT PIPE FROM SUMP PUMP PIT SHALL RUN ABOVE
TIGHT TO THE STRUCTURE OF LOADER LEVEL THROUGH
THE WALL, TERMINATE THE PIPE OPENING DOWN.
PLUMBING- BLDG 3349 LOADER LEVEL- PARTIAL FLOOR PLAN
23 1�" B.C.C.P. DRAIN LINE DOWN TO SPILL ON FLOOR DRAIN
LOCATED ON MAGAZINE ROOM 2, MAGAZINE LEVEL.
P L
U M
B
IN
G B
U
IL
D
L
O A
D
V E
L P
A R
T
O
24 FLEXIBLE HOSE ASSEMBLY FOR WATER SUPPLY FROM
B.C.C.P. TO THE GUN. FOR CONNECTIONS MUST BE USED
THE ASSEMBLY FITTINGS ( TO BE SUPPLIED BY OTHERS)
25 DRAIN LINE FROM THE GUN SHALL BE DIRECTED TO
FLOOR DRAIN LOCATED BELOW FLOOR IN MAGAZINE
ROOM 2. UNLESS OTHERWISE INDICATED.
WATER METER REMOTE READER ON EXTERIOR WALL.
1�" COMPRESSED AIR PIPE BELOW GRADE
FOR CONTINUATION REFER TO CIVIL
DRAWINGS.
1�" HIGHER PRESSURE AIR (175 PSIG) LINE UP TO
SUPPLY MK-45 EQUIPMENT. (100 cfm)
1" MAKE-UP WATER TO
MECHANICAL EQUIPMENT
3" REDUCED PRESSURE ZONE BACK FLOW PREVENTER
SHALL BE INSTALLED AT 24" HEIGHT FROM THE F.F.E.
1�" CW
3"FS-1
3" WASTE DOWN AND 2" VENT UP.
THE TEMPERED WATER BLENDING SYSTEM, FULLY
ASSEMBLY
EMERGENCY SHOWER EYEWASH ASSEMBLY
2"V UP & DOWN
27 2’X2’ PIT WITH AUTOMATIC FLOAT DRAIN VALVE INSTALLED
AT THE BASE OF COMPRESSED AIR PIPING; PROVIDE �"
SINK.
FLEXIBLE HOSE TO DISCHARGE WATER OVER THE FLOOR
A D
D E
N D
J
U L
THROUGH AUTOMATIC FLOAT DRAIN VALVE.
2" WATER METER WITH REMOTE READER
T C
H L
IN
E
S E
E S
E E
P
8’0 4’ 16’
SCALE:1/8"=1’
SHEET NOTES
D N
B L
H
1P-112
A1
6" SANITARY PIPING
BELOW GRADE
FOR CONTINUATION
SEE CIVIL DRAWING.
GCO-1
3"FS-1
4"FS-1
3"FS-1
3"FS-1
4"
6"
4"
4"
4"
4"
4"
3"
2"
1/2"
1"AIR
1"AIR
1"AIR1"AIR
1"AIR1"AIR
1"AIR
A.
FOR GENERAL NOTES, SYMBOLS AND
ABBREVIATIONS REFER TO SHEET P-001.
INSTALL ALL PIPING SYSTEM CONCEALED
IN WALL AND CEILING SPACES/OR CLOSE
TO STRUCTURAL ELEMENTS. UNLESS
OTHERWISE INDICATED.
B.
C.ALL PIPING SYSTEM SHALL BE
COORDINATED WITH OTHER TRADES
PRIOR TO INSTALLATION.
D.ALL PIPING SHALL BE SUPPORTED IN SUCH
MANNER AS TO ELIMINATE SWAY AND
VIBRATIONS.
OIL INTERCEPTOR FOR SERVICE AREAS
WALL HUNG ELECTRIC WATER HEATER.
(EWH-1).
2"
1" AIR
2"CW
3"
SCALE = 1/8 " = 1’-0"
2"V
FCO-1
3" FD-1
TPY.
P-2 P-1P-1P-2 P-6
1/2" P-3
P-5 P-4
RECESS TRENCH DRAIN
F.F.E. 0.00’
NFWH-1
NFWH-1
PLUMBING - BLDG,-3349 LOADER LEVEL PARTIAL FLOOR PLAN
P L
U M
B
IN
G B
U
IL
D
L
O A
D
V E
L P
A R
T
O
2" VENT
THROUGH
THE WALL AT
(10’ HEIGHT)
3/4"
3/4"
3/4"
3/4"
4"FS-1
FCO-1
4"
3"
3"
1" COMPRESSED AIR LINE UP.
1" COMPRESSED AIR LINE ABOVE CLOSE
TO STRUCTURE ELEMENTS.
TRENCH 2’ WIDE X 6" DEEP, SLOPE
FORWARD EXTERIOR WALL .5%. SEE
STRUCTURAL DRAWING FOR DETAILS.
1" COMPRESSED AIR TERMINALS LINE DOWN
TO 5’ HIGH FROM FLOOR. PROVIDE
QUICK DISCONNECT AND SHUT- OFF
VALVES.
A D
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R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
S L
A B s ig n f il e n a w in g c o d s c r ip t io n M a r k
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
A p p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
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2 4 51
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Sheet of 195
A B
C
1 2 3 5 6 7
A .4
WORKROOM
COPY/WORKROOM
BREAK 136
JC
TOILET/SHOWER
TOILET
TR
GUN WORKROOM
LOCATIONSYMBOL DESCRIPTION
4"/4" 100
MINIMUM
VOLUME
(GALLONS)
CONNECTION
SIZES
INLET/OUTLET
CAPACITY
FLOW
(GPM)
OIL-WATER SEPARATOR 100GUN WORKRM.
REMARKSPHASEGPM
TDH
VOLTS HERTZ
(FEET)
RPM
90 20 1750 208 60
LOCATION HPSYMBOL
1SP-1 1
DUPLEX SUMP PUMP SCHEDULE
SERVICE
FOUNDATION; AREA DRAINS & WATER TANK WATER TANK RM.
30 20 3600 208 601WATER TANK RM.
40 20 3500 208 601WP-1 WATER TANK RM.BARRIL COOLING CONTROL PANEL
AMTROL,BASE MOUNTED 1X1
4X5 GTU. END
SUCTION CENTRIFUGAL PUMP.
1.5
SEP-1 FLOOR DRAINS & FLOOR SINK .5 STANCOR DUPLEX OIL MINDER SYSTEM MODEL
SE-100-OM
DUPLEX BELOW GRADE; WEIL MODEL No. 1413
P-701
WHA-1
WHA-2
SYMBOL
FIXTURE UNIT
RATING
1 - 11
12 - 32
1/2"
3/4"
MODEL NO. REMARKS
2"61 - 113WHA-3
SERIES NO.75000
SERIES NO.75002
SERIES NO.75004
CONNECTION SIZE
TO SUPPLY PIPE KNOWN ACCEPTABLE SOURCE
PRECISION PLUMBING
PRODUCT (PPP inc)
PRECISION PLUMBING
PRODUCT (PPP inc)
PRECISION PLUMBING
PRODUCT (PPP inc)
WATER HAMMER ARRESTER SCHEDULE
WALL RECESS TYPE
STAINLESS STEEL WITH GARBAGE DISPOSER
MOP SINK (CORNER TYPE BASIN)
WITH VACUUM BREAKER AND KEY
ACCESS PANEL
LOCATED INSIDE TOILET RM PIPE CHASE WITH
NON FREEZE (EXTERIOR) KEY TYPE WITH
VACUUM BREAKER
PRESSURE ASSISTED TANK, 1.0 GPF, ELONGATED BOWL,
ADA HEIGHT, VITREOUS CHINA, FLOOR MOUNTED.
VITREOUS CHINA, WITH REAR OVERFLOW AND 4" CENTER
FAUCET HOLES. PROVIDED FOR CONCEALED ARMS.
WITH INSTANT TANKLESS ELECTRIC WATER HEATER
FLOOR DRAIN, ADJUSTABLE SHOWEER HEAD 2.5 GPM
BARRIER FREE SINGLE TYPE. WALL MOUNTED
MOTOR ELECTRICAL DATA
FS-1 FLOOR SINK
SERVICE DESCRIPTION AND OPTIONS
FD-1 FLOOR DRAIN
WASTE TRAP VENT
JOSAM SERIES 49000
SYMBOL
WITH DEEP SEAL TRAP, SEDIMENT BUCKET & ACID RESISTING GRATE AND BODY
KNOWN ACCEPTABLE SOURCE
DRAIN SCHEDULE
3" OR 4" 3" OR 4"
3" OR 4" 3" OR 4"
2"
2"
AREA DRAIN 3" OR 4" -AD-1 BODY W/STRAINER, CLAMP DEVICEJOSAM SERIES 30200-AD
JOSAM SERIES 30000-A
-TD-1 TRENCH DRAIN 4"
- JOSAM SERIES 76000 6" WIDE, RECTANGULAR, MODULAR
SHOWER DRAIN, WITH TRAP PRIMER IN TOILET ROOMS, DRAINS IN MAGAZINE RMS.
WITH ROUND FANNELS SERIES F52&F53
CONN. SIZE PRESS. DROP
(PSI)(GPM)
WATTS SERIES 909
MODEL NO. REMARK
103"
MAX. FLOW RATE
LOCATION
MECHANICAL ROOM
REDUCED PRESSURE PRINCIPLE TYPE-CAST IRON
KNOWN ACCEPTABLE SOURCE
FIRST FLOOR MAIN
BACKFLOW PREVENTER SCHEDULE
OIL INTERCEPTOR AND SEPARATOR SCHEDULE
OWS-1
WATTS SERIES 90910 REDUCED PRESSURE PRINCIPLE TYPE-CAST IRON 100
WAREHOUSE
AREA
2 1/2"
REMARKS
KISTNER CONCRETE PRODUCTS INC. OS-OS100
WASTE VENT CW HW
HB-1
4" 2"
SYMBOL
3"
WALL HYDRANT
HOSE BIBB
REMARKSTRAPDESCRIPTION
1/2"1/2"1 1/2"1 1/2"
1/2"1/2"1 1/2"
3/4"
1/2"
ETP-1 ELECTRONIC TRAP PRIMER 3/4"
P-5 1 1/2" 1 1/2" 1/2"ELEC. WATER COOLER
P-1
NFWH-1
1/2"1/2"1 1/2"1 1/2"
MOP SINK
KITCHEN SINK (Single Comp.)
INTERNAL
3/4"ATP-1 AUTOMATIC TRAP PRIMER
P-4
P-3
P-2 1 1/2"
1 1/2"
3"
1 1/2"
PLUMBING FIXTURE CONNECTION SCHEDULE
LOCATION
VOLTS PHASEHERTZ
NOMINAL ENT.
STORAGE
(GALS)
WATER
DEG. F
LVG
WATER
DEG. F
SYMBOL
JANITOR CLOSED 20 208
REMARK
EWH-2
RECOVERY GPM
@ 56 RISE
ELECTRIC WATER HEATER SCHEDULE
REMARKS
AC-1
LOCATIONSYMBOL
FIRST FLOOR
DESIGN BASIC
MAKE AND MODEL TYPE
CAPACITY
acfm
WORKING
PRESSURE
PSIG
175 3600
MOTOR
SPEED
RPM VOLTS PHASEHERTZHP
MOTOR ELECTRICAL DATA
30 208 60 3
RPM FLA
94.1
MOTOR
EFFICIENCY
RATING
DISCH.
CONN.
(INCH)
2 NPT
DIMENSION (INCHES)
62"L X 35"W X 37"H
WEIGHT
(LBS)
RECEIVER
CAPACITY
3. MANUFACTURER SHALL SELECT COMPARABLE AIR DRYER.
AIR COMPRESSOR SCHEDULE
WATER CLOSET (ADA) (FT)
NOTES: 1. STAINLESS STEEL CONTROL TUBING. 2. UNIT WITH LOW NOISE LEVEL SOUND ATTENUATING ENCLOSURE.
EWS-1 EMERGENCY EYEWASH/SHOWER 1 1/4"
1/2"
LAVATORY (ADA WALL HUNG)
40 360JANITOR CLOSET 30 208EWH-1 12 120
GARDNER DENVER MODEL
EBE99Q MODULATED CONTROL
ELECTRA-SAVER II
ROTARY SCREW AIR
COMPRESSOR
120 GALLONS ASME
CODED AIR RECEIVER
(TANK MOUNT ONLY)
PROVIDE WITH HOUSEKEEPING PAD; COMPRESSOR WITH SOUND ENCLOSURE;
HORIZONTAL RECEIVER PACKAGE INCLUDES PRESSURE GAUGE, SAFETY RELIEF
VALVE, BALL VALVE AND ELECTRONIC DRAIN VALVE.
P-6 1 1/2" 1/2"SHOWER 2" 2 1/2"
40 360208EWH-3 85EMERG.SH.RM
12 120 LOCHINVAR MODEL No. JRK020H, MOUNTED ON PLATFORM
LOCHINVAR MODEL No. JRK031H, MOUNTED ON PLATFORM
REMARKS
WT-1
LOCATIONSYMBOL
DESIGN BASIC
MAKE AND MODEL TYPE
DIAM.
45 28
WATER TANK SCHEDULE
WATER TANK
ROOM
HASON WATER TANKS, EXPOLY
LINING #0291
VERTICAL
CAPACITY
GALLONS
ADHESION
PRESSURE
850 PSI
HEAT
RESISTANCE
TANK SIZE
HIGH
NOTES: 1. ABRASIVE RESISTANCE: 75.3 MILIGRAMS LOSS AVERAGE 2. FLEXIBILITY; 1/2" INCH BEND ZUHR CONICAL MANDEL- 10 mil film
MATERIAL TANK TO BE ONE PIECE MOLDED OF HIGH DENSITY
POLYETHYLENE COLOR NATURAL TANK REQUIREDS 100% BOTTON
SUPPORT. PIPING & VALVES MUST HAVE ITS OWN SUPPORT.
119 119GAL/6HRS HAWS, STANDARD SYSTEM No. 8780 POLAR UNITS
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
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D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
S L
A B s ig n f il e n a w in g c o d s c r ip t io n M a r k
A p p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
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Sheet reference number:
2 4 51
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B
D C
P L
U M
B
IN
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S C
H E
D U
L E
S
A D
D E
N D
J
U L
HANDHOLE
#3 TIES AS SHOWN
O .C
SEE NOTE-1
1’- L A P
4" CLR.
A1 SCALE: NONE
SITE LIGHTING POLE BASE
1.
DETAIL NOTES:
BASE DIMENSION INDICATED ARE MINIMUM REQUIREMENTS, INCREASE
AS REQUIRED TO SUITE APPROVED POLE SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT BASE STRUCTURAL AND POLE WIND
RESISTANCE CALCULATIONS THAT DEPICT ACTUAL INSTALLED
CONDITION.
PIER PLAN
ANCHOR BOLTS PER
MANUFACTURER REQUIREMENT
6#5 VERTICAL
FINISHED GRADE
2" NON-SHRINK GROUT
BOND POLE AND BASE
WITH #6AWG BARE COPPER
CONDUCTOR
GROUND ROD
CONDUIT BRANCH CIRCUIT
24"3
A.
KEY NOTES
SHEET NOTES
REFER TO SHEET NO. 1E-801 LIGHTING
FIXTURE SCHEDULE FOR DESIGNATED
FIXTURE TYPE SPECIFICATIONS.
B.
THE CONTRACTOR SHALL BE RESPONSIBLE
FOR NOTIFICATION AND COORDINATION WITH
THE ELECTRIC UTILITY, SUSSEX RURAL
ELECTRIC COOPERATIVE (SREC), AND
TELECOMMUNICATION SERVICE PROVIDER
CHUGACH INDUSTRIES. REFER TO UTILITY
NOTES ON CIVIL SHEET NO. C-001.
A4 1E-001
E L
E C
T R
IC
A N
1" = 30’-0"
OVERALL SITE PLAN
D P
M B
H Z
O V
E R
A L
L
30’0 15’ 60’
SCALE: 1" = 30’-0"
TM4
1E-001
A1
3353-PPL2:8
TM4
TYPICAL
3 - #8AWG IN 1" CONDUIT.
PROVIDE UTILITY STANDARD 150W HIGH
PRESSURE SODIUM AREA LIGHT FIXTURE
MOUNTED ON UTILITY POLE. COORDINATE
WITH SREC, UTILITY SHALL INSTALL FIXTURE
AND TERMINATE POWER CONNECTION.
FIXTURE SHALL HAVE FULL CUT-OFF
OPTICAL DISTRIBUTION FOR DARK SKY
COMPLIANCE AND INTEGRAL PHOTOCELL
CONTROL.
TYPICAL FOR TYPE
TM4 POLE BASE
NEW
BUILDING
#3353
PUMP
ROOM
3 APPROXIMATE LOCATION OF PANEL
3353-PPL2, REFER TO DETAIL B2/2E-202.
C. REFER TO CIVIL UTILITY DRAWINGS FOR
ADDITIONAL UNDERGROUND
TELECOMMUNICATION AND ELECTRICAL
POWER DUCTBANK REQUIREMENTS.
4 EXTEND 2- 4" CONDUITS TO TR 134, SEE
DETAIL A2/1ET-111.
5 2-4" CONDUITS UNDERGROUND
COMMUNICATION LINE TO UTILITY POLE.
6 300kVA UTILITY TRANSFORMER PROVIDED
BY SREC.
7 750kVA UTILITY TRANSFORMER PROVIDED
BY SREC.
(5) 4" CONDUITS
3349-208V-F
(6) 4" CONDUITS
3349-440V-F
8 150kVA UTILITY TRANSFORMER PROVIDED
BY SREC.
9 EXTEND TO TR COMMUNICATION EQUIPMENT
CABINET AT WORKSTATIONS 202, SEE
DETAIL A2/2ET-102.
10 (3) 4" CONDUITS 3353-208V-F
A D
D E
N D
OVERHEAD ELECTRIC
AND COMMUNICATION
SERVICES BY
OTHERS
3/4" FIRE ALARM CONDUIT
(2) 2" POWER CONDUIT
FIRE PUMP-208V-F
TRANSITION FROM OVERHEAD TO
UNDERGROUND FEEDERS - TERMINATE
UNDERGROUND WORK AS DIRECTED BY
SREC UTILITY.
UNDERGROUND ELECTRIC TO
TRANSFORMERS
FUTURE
BUILDING
#3350
(2) 4" COMMUNICATION CONDUIT
(3) 4" ELECTRIC CONDUIT
FEEDER 3353-208V-F
(2) 4" COMMUNICATION CONDUIT
FEEDER 3350-208V-F
(4) 4" ELECTRIC CONDUIT
FEEDER 3350-440V-F
A R
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D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
S L
A B s ig n f il e n a w in g c o d s c r ip t io n M a r k
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
A p p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
NEW YORK DISTRICT
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Sheet of 195
EXISTING CONCRETE PAD
TO REMAIN
#3352
EL. 965.61
NEW
BUILDING
#3349
F.F. 965.90
A1
MAGAZINE LEVEL FLOOR PLAN
8’0 4’ 16’
SCALE:1/8"=1’
SHEET NOTES
KEY NOTES
A.
1E-102
110 113
WATER
TANK
MAGAZINE
ROOM 1
MAGAZINE
ROOM 2
STORAGE
MAGAZINE
ROOM 3
AREA WAY
REFER TO SHEET NO. 1E-801 FOR
LIGHTING FIXTURE TYPE SPECIFICATIONS.
B. ALL POWER AND LIGHTING BRANCH
CIRCUITRY LOCATED AT MAGAZINE LEVEL
INTERIOR ROOMS SHALL BE RATED
SUITABLE FOR APPLICATION IN CLASS-1,
DIVISION-2 ENVIRONMENTS WITH
EXPLOSIVE VAPORS PRESENT.
1/8 " = 1’-0"
TYPICAL
TYPICAL
INSTALL WALL MOUNTED LIGHT FIXTURE AS
HIGH AS POSSIBLE BELOW MECHANICAL
DUCTWORK, (APPROXIMATELY 7’-0" ABOVE
FINISHED FLOOR).
INSTALL PENDANT/SURFACE MOUNTED
LIGHT FIXTURE TO CEILING STRUCTURE AS
HIGH AS POSSIBLE, (APPROXIMATELY 7’-9"
ABOVE FINISHED FLOOR).
TYPICAL
OVERHEAD METAL TRACK SYSTEM FOR
GUN SYSTEM EQUIPMENT PROVIDED BY
OTHERS. MAGAZINE ROOMS 110 AND 111
WILL BE SIMILAR BUT CONFIGURATION WILL
VARY FOR DIFFERENT WEAPON SYSTEM.
LIGHTING FIXTURE LAYOUT IS SHOWN
DIAGRAMMATIC, COORDINATE EXACT FIXTURE
PLACEMENT TO MAXIMIZE LIGHTING
UNIFORMITY WITHIN THE SPACE TO SUIT
WEAPON SYSTEM AND OTHER BUILDING
COMPONENTS.
B U
IL
D
F
L O
A N
M A
G A
Z
V E
IG
H T
IN
G
EXTEND TO LIGHT SWITCH LOCATED AT
TOP OF SPIRAL STAIRS, REFER TO LOADER
LEVEL LIGHTING PLAN.
M B
D P
H Z
A D
D E
N D
WALL MOUNT LIGHT TYPE AT 84" AFF.
1 1
TYPICAL
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A R
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D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
S L
A B s ig n f il e n a w in g c o d s c r ip t io n M a r k
A p p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
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2 4 51
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Sheet of 195
EX3
FL2
FL2 FL2
FL2 FL2
FL2
EX3
FL2
FL2
FL2
FL2
EX3
PPL3: 1 PPL2: 1 PPL1: 1
3E
J
E
3E
J J
E
FL2FL2
FL2A
FL2A
FL6
FL6
FL6
FL6
FL6
FL6 FL6
FL6
FL6 FL6
FL6 FL6
FL6A
FL6A
FL6A
FL6A
FL6A
FL6A FL6A
FL6A
FL6A
E
E
E
E
3E
E
E
WP1
WP1
WP1
WP1
6 8 10 12
B .1
C .1
C
7 9 11
4 4 4
5 5 5 5
M A
T C
H L
IN
E
S E
E S
E E
1E-111
L O
A D
V
U T
H T
II
N
G
A2
8’0 4’ 16’
SCALE:1/8"=1’
SHEET NOTES
KEY NOTES
E
139 142
WORK ROOM
CORRIDOR
TOILET
TOILET/SHOWER
JC
OFFICE
OFFICE
OFFICE 129
OFFICE
CORRIDOR
COPY/
WORKROOM
TR
BREAK
GUN WORKROOM
A. REFER TO SHEET NO. 3E-801 FOR
LIGHTING FIXTURE TYPE SPECIFICATIONS.
B U
IL
D
F
L O
A N
PPL4B:2
PPL4B:4
PPL4B
A
98.3
A .4
A4
PARTIAL - MECHANICAL ACCESS PLAN
1/8 " = 1’-0"
LOADER LEVEL FLOOR PLAN
1/8 " = 1’-0"
SURFACE MOUNT LIGHT FIXTURE TO
OVERHANG STRUCTURE, REFER TO
ARCHITECTURE.
WALL MOUNTED LIGHT FIXTURE @ 8’-0"
AFF.
WALL MOUNTED LIGHT FIXTURE @ 14’-0"
AFF.
M B
H Z
D P
CONNECT TO RECEPTACLE BRANCH
CIRCUIT 3349- PPL4A:26, REFER TO
DETAIL B4/1E-211.
PROVIDE BI-LEVEL OCCUPANCY SENSOR
WALL SWITCH. LIGHT FIXTURES SHALL
HAVE ELECTRONIC BI-LEVEL BALLAST.
PROVIDE BI-LEVEL WALL SWITCHES. LIGHT
FIXTURES SHALL HAVE ELECTRONIC
BI-LEVEL BALLASTS.
PPL4B:8
TYPICAL
PENDANT MOUNT FIXTURE - PROVIDE CORD
AND PLUG WITH RECEPTACLE PLUG FOR
QUICK DISCONNECTING MEANS.
PPL4B:10
A D
D E
N D
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A R
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IN
G T
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F A
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D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
S L
A B s ig n f il e n a w in g c o d s c r ip t io n M a r k
A p p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
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2 4 51
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T O
R
S T
E
B O
R A
T O
R Y
N
BLDG
BLDG
Sheet of 195
O S
A B
C 1 2 3 5 66 7 7
FL4 FL4
M A
T C
H L
IN
E
S E
E S
E E
1E-112
A2 �" = 1’-0"
LOADER LEVEL FLOOR PLAN
8’0 4’ 16’
SCALE:1/8"=1’
L O
A D
V
R T
H T
IN
G
SHEET NOTES
KEY NOTES
E
LOADER ROOM 1
LOADER ROOM 2
LOADER ROOM 3 125
MECH
ELEC
B U
IL
D
F
L O
A N
A. REFER TO SHEET NO. 3E-801 FOR
LIGHTING FIXTURE TYPE SPECIFICATIONS.
B.
INSTALL PENDANT/SURFACE MOUNTED
LIGHT FIXTURE TO CEILING STRUCTURE AS
HIGH AS POSSIBLE, (APPROXIMATELY 7’-6"
ABOVE FINISHED FLOOR).
ALL POWER AND LIGHTING BRANCH
CIRCUITRY LOCATED AT LOADER ROOMS
120, 121, AND 123 SHALL BE RATED
SUITABLE FOR…
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