P683 Amendment 0007 Drawings.pdf
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GENERAL SHEET NOTES
DEMO LEGEND
DEMO KEY NOTES
SL
SL SL
SL
SL SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SLSLSLSL
SL SL SL SL SL
SL
SL SL SL SL SL
SL
SL SL SL SL SL
SL
SL
SL SL SL SL SL SL
SL
SL SL SL SL
SL
SL
SL
SL
SL
SL
SL
O A
O A
SL
SL SL SL SL
SL
SL SL SL SL SL SL SL SL SL SL SL
SL
SL SL SL SL SL SL SL SL SL SL SL
SL
SL
OA OA OA OA
U A
UA UA UA UA UA UA UA UA UA UA UA UA UA UA UA UA UA UA UA
U A
U A
SL
SL
SL
SL
SL
SL
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN SAN SAN SAN SAN SAN SANSAN SAN SAN SAN SAN SAN SAN SAN SAN SANSAN SAN SAN SAN SAN SAN SANSAN SAN
WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR
WTR WTR WTR WTRWTR WTR WTR WTR WTR WTR WTR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR
W
TR
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SANSANSAN
SAN
SAN
W
TR
W
TR
WTR WTR WTR WTR WTR WTR WTR WTR WTR
W
TR
W
TR
W
TR
W
TR
WTR WTR WTR WTR WTR WTR WTR WTR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
GAS GAS GAS GAS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
ASELE ELE ELE ELE ELE ELE ELE ELE ELE ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
EL
E
EL
E
EL
E
ELE
ELE
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
ELE
ELE
ELE
ELE
ELE
ELE
W
TR
W
TR
W
TR
W
TR
W
TR
B
B BB
B
BB
B
B B
B
BB
B
B
D D
D
D D D D
S
S
S
S
S
SS S
C
C C
E E
E
E
E
E
EE
B
E
C
S
S S
S
B
D
S
S
S
D D
D
D
SL
SL
SL
SL
SL
SL
O A
O A
O A
O A
O A
B
B BB
B
BB
B
B
BB
B
12" SQUARE
CONC POWER
POLE
CCS
DRAINAGE
MANHOLE
TOP 8.88
INV. 5.89
WV
WV
WV
WV
SS
SS
CATCH BASIN
TOP 8.55
NE INV. 4.04
SS
HCSHCSHCSHCS
HCS
BUS
STOPBS
S
GA
GA
8" SQUARE
CONC POWER
POLE
WV
WV
WV
WV
WV WV
ICB
WV
LP
LP LP
WPP
WPP
FLEET
READINESS
SIGN
BENCH
AREA
BENCH
AREA
BENCH
AREA
BREEZE WAY BREEZE WAY
CO
LPLP
LP
LP
WV
FH
WV
WV
CO
CO
HCS
HCS
HCS HCS
HCS
NPS
NPS
ETP
EM
AC
PAD
AC
PAD
ET
P
BR
EE
ZE
W
AY
CRB
COMM
BOX
METAL STAIR
SUPPORT PAD
METAL STAIR
SUPPORT PAD BUILDING 7H
TWO STORY
FINISHED FLOOR ELEV.
14.90
AC
PAD
ET
P
AC
PAD
BUILDING 226
ONE STORY
FINISHED FLOOR ELEV.
13.04
BUILDING 6G
TWO STORY
FINISH FLOOR ELEV.
12.99
BUILDING 6F
TWO STORY
FINISHED FLOOR ELEV.
14.86
DRAINAGE
MANHOLE
TOP 10.44
N INV. 1.32
E INV. 1.34
S INV. 6.80
DRAINAGE
MANHOLE
TOP 10.99
N INV. 7.12
E INV. 7.12
DRAINAGE
MANHOLE
TOP 10.93
N INV. 7.52
E INV. 7.46
W INV. 7.49
DRAIN
TOP 14.58
INV. 11.50
DRAIN
TOP 14.64
INV. 13.03
CATCH BASIN
TOP 11.32
N INV. 5.79
E INV. 3.80
W INV. 3.93
CATCH BASIN
TOP 13.69
E INV. 10.87
SANITARY
MANHOLE
TOP 14.04
N INV. 8.14
S INV. 8.68
LIFT STATION
TOP 12.65
STORM FORCE MAIN
VALVE VAULT
TOP 12.28
CO
CO
CO
SANITARY
MANHOLE
TOP 12.97
N INV. 10.86
E INV. 6.27
S INV. 7.44
W INV. 5.84
NW INV. 8.89
SANITARY
MANHOLE
TOP 13.10
N INV. 8.80
W INV. 8.80
SANITARY
MANHOLE
UNABLE TO
LOCATE
DRAINAGE
MANHOLE
TOP 8.88
INV. 5.89
BFP
LP
BREEZE WAY
CRB
YARD DRAIN
TOP 12.57
CATCH BASIN
TOP 11.70
E INV. 4.75
W INV. 4.75
CATCH BASIN
TOP 11.91
N INV. 5.67
E INV. 5.76
S INV. 4.83
W INV. 9.16
NW INV. 6.47
SANITARY
MANHOLE
(EX SAN MH 1)
TOP 12.60
N INV. 7.13
E INV. 6.40
S INV. 9.66
W INV. 6.46
SANITARY MANHOLE
(EX SAN MH 4)
TOP 16.35
N INV. 9.03
E INV. 11.64
S INV. 9.08
CO
SANITARY
MANHOLE
TOP 12.60
N INV. 8.12
E INV. 8.05
W INV. 7.96
SANITARY
MANHOLE
TOP 12.61
AIR RELEASE
VALVE
LIFT STATION
TOP 15.04
BOTTOM 5.33
MONITORING
WELL
MONITORING
WELL
HAND
WASHING
STATION
CURB INLET
TOP 8.98
N INV. 6.42
S INV. 6.48
WV
WV
WV
WV
WV
FH
WV
WVWV
WV
CATCH BASIN
TOP 11.70
E INV. 4.75
W INV. 4.75
CATCH BASIN
TOP 11.13
E INV. 3.32
W INV. 3.33
CATCH BASIN
TOP 11.18
E INV. 3.04
W INV. 3.05
CATCH BASIN
TOP 11.60
E INV. 2.75
W INV. 2.75
CATCH BASIN
TOP 11.70
E INV. 2.47
W INV. 2.56
CATCH BASIN
TOP 11.70
E INV. 2.25
W INV. 2.25
CATCH BASIN
TOP 11.52
E INV. 2.07
W INV. 2.08
CATCH BASIN
TOP 11.66
E INV. 1.71
W INV. 1.73
CATCH BASIN
TOP 11.73
E INV. 1.48
W INV. 1.48
CATCH BASIN
TOP 9.99
S INV. 7.00
CONCRETE
HEADWALL
INV. 8.19
CONCRETE
HEADWALL
INV. 8.25
FORCE MAIN
VALVE VAULT
TOP 14.73
WV
FH
WVWV
LPLPLPLP
LP
LP LP
LP
DRAINAGE
MANHOLE
TOP 10.98
E INV. 7.70
W INV. 7.67
DRAINAGE
MANHOLE
TOP 10.95
W INV. 7.54
DRAINAGE MANHOLE
TOP 10.52
E INV. 0.94
S INV. RECESSED
W INV. 0.99
DRAINAGE
MANHOLE
TOP 10.44
N INV. 1.34
E INV. 0.80
W INV. 0.84
NPS NPS
HCS HCS
HCS HCS HCS
HCS
HCS HCS
HCS
GM
GM
RPS RPS
RPS
NPS
HCS
HCS
HCS
HCS
HCS
LOT KA
SIGN
LOT K
SIGN
LOT K
SIGN
RPS
NPS SS
SPEED
BUMP
SIGN
4" SQUARE POST
WITH MIRROR
ALARM
BOX
BUILDING 794B
ONE STORY
FINISHED FLOOR ELEV.
19.35
BUILDING
HCS
CCS
BUILDING
794-797
SIGN
LP
CATCH BASIN
TOP 13.63
E INV. 10.42
W INV. 10.44
WV
WV
FH
LP
LP
LP
BFP
FH AUTO
SPRINKLER
ETP
LP
CHILLER
ET
P
ETP
COOLING
TOWER
20" POLE
W/ LOUD
SPEAKER
WM
BFP
FIRE MAIN
MARKER
ECB
ACCESS
PANEL
ECB
ECB
GATE
LASER
GATE
ARM
LP LP LP LP ECB
ECB
ECB
ECB
COOLING
TOWERCHILLER
CHILLER
AC
PAD
AC
PAD
ETP AC
PAD
ECB
BUILDING 781
ONE STORY
FINISHED FLOOR
ELEV. 12.31
AC
PAD
W
AS
P
ST
R
EE
T
ENTERPRISE AVE
W R
IG
H
T
ST
R
EE
T
ECB
BUILDING 794A
ONE STORY
FINISHED FLOOR ELEV.
19.20
15" PVC
" R
C P
" R
C P
" R
C P
" R
C P
30" RCP 30" RCP 30" RCP
10" CLAY 10" CLAY 10" CLAY
6" C
LA
Y
6" CLAY
48" RCP
" R
C P
" R
CP
10" CLAY
48" RCP 48" RCP
30" RCP 30" RCP 30" RCP 30" RCP 30" RCP 30" RCP 30" RCP 30" RCP 36" RCP
" R
C P
36" RCP
" R
C P
B B
39"L.OAK
16"OAK
0"OAK
52"OAK34"OAK
18"PALM
16"PALM
17"OAK
22"CHINABERRY
25"PALM
15"RAIN TREE
8"CRETE MYRTLE
8"CRETE MYRTLE
CURB
CURB
CURB
CURB
CURB
CURB
CURB
CURB
CURB
CURB
PARKING
WHEEL STOP
TYPICAL
ASPHALT ROADWAY ASPHALT ROADWAY
ASPHALT PARKING LOT
ASPHALT PARKING LOT
GRASS
AREA GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
AS
PH
AL
T
PA
R
KI
N
G L
O T
ASPHALT PARKING LOT
AND ROADWAY
ASPHALT PARKING LOT
ASPHALT PARKING LOT
ASPHALT PARKING LOT
ASPHALT PARKING LOT
AND ROADWAY
GRAVEL PARKING LOT
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
10" PVC
10" PVC
10" PVC
10" PVC
10" PVC
8" P
VC
8" P
VC
8"
P
VC
8" P
VC
8"
P
VC
10" PVC10" PVC8" PVC
" P
VC
14" PVC
" P
VC
6" P
VC
24" PVC
" P
VC
14" PVC
10" PVC24" PVC
MANHOLE
TOP 11.37
CONTAINS
GATE VALVE
W/ WHEEL
LINE TIES TO
UNKNOWN MAIN
TO THE SOUTH
LINE TIES TO
UNKNOWN MAIN
TO THE SOUTH
FIR
E
FIR
E
FIR
E
FI
R
E
FI
R E
FI
R
E
FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE
HCS
HCS
HCS
HCS
HCS
HCS
HCS
HCS
HCS
HCS
HCS
SS
SS
SS
LOT F
SIGN
BUILDING
WVFH
LP
LP
4" POST
W/ CAMERA
BUILDING 7H
SIGN
SANITARY
MANHOLE
TOP 12.26
N INV. 8.11
E INV. 8.48
S INV. 8.21
HCS
HCS
LP
CRB
LOT F
SIGN
RETAINING
WALL
8" C
LAY
8" C
LAY
CURB
CURB
CURB
CURB
ASPHALT PARKING LOT
GRASS
AREA
GRASS
AREA
" P
VC
" P
VC
6" P
VC
SANITARY
MANHOLE
TOP 12.69
UNABLE TO
OPEN
CATCH BASIN
TOP 7.78
N INV. 5.68
E INV. 1.00
W INV. 1.11
LP
NPS
NPS
SS
ECB
AC
PAD
6" FIRE
SPRINKLER
CURB
ASPHALT PARKING LOT
CONCRETE DRIVE
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
AS
PH
AL
T
PA
R
KI
N
G L
O T
AN
D
R O
AD
W
AY
24" PVC 24" PVC
" P
VC
SANITARY
MANHOLE
TOP 12.31
N INV. 7.21
E INV. 7.34
S INV. 7.42
W INV. 7.17
COM COM COM COM COM
E
S S
S
B
B
B
B
B
BB
B B
B
BB
B B
B B
B B
B B
B
B
BBBB
BB
B
B B
B B B B B
B B
B B
B B B
BB
B B
B B B B B B B
B
B B
B
B
B
C O
M C
O M
C O
M
W
TR
W
TR
SANITARY
MANHOLE
TOP 9.32
E INV. 5.59
W INV. 5.62SANITARY
MANHOLE
TOP 9.20
E INV. 5.75
NW INV. 5.78
SANITARY
MANHOLE
(EX. SAN MH 2)
TOP 9.20
NW INV. 5.75
E INV. 5.78
D
D
D
D
D
D
D
D D D
D
D
D
D
DDD
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
FM
FM
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR
CURB INLET
TOP 8.55
SW INV. 5.24
DRAINAGE MANHOLE
TOP 9.05
N INV. 0.52
NE INV. 3.27
E INV. 0.52
SW INV. 3.57
W INV. 3.27
NW INV. 3.92
DRAINAGE MANHOLE
TOP 9.27
N INV. 0.80
E INV. 0.56
S INV. 0.80
W INV. 0.56
DRAINAGE
MANHOLE
TOP 11.02
BOTTOM 7.22
FULL OF WATER
CATCH BASIN
TOP 12.56
N INV. 5.76
S INV. 5.80
W INV. 7.32 DRAINAGE
MANHOLE
TOP 11.78
BOTTOM 5.48
FULL OF
WATERDRAINAGE
MANHOLE
TOP 11.63
N INV. 3.94
E INV. 3.83
S INV. 4.14
W INV. 3.97
DRAINAGE
MANHOLE
TOP 13.19
NE INV. 8.37
SW INV. RECESSED
CATCH BASIN
TOP 12.09
E INV. 10.38
SW INV. 8.70
DRAINAGE
CONFLICT
MANHOLE
TOP 12.20
W INV. 8.07 (PER AB)
DRAINAGE
MANHOLE
TOP 9.38
E INV. 0.32
W INV. 0.32
CATCH BASIN
TOP 8.59
S INV. 5.77
CATCH BASIN
TOP 9.07
N INV. 4.80
S INV. 4.98
CURB INLET
TOP 10.64
NE INV. 7.81
CATCH BASIN
TOP 10.51
N INV. 2.41
DRAINAGE
MANHOLE
TOP 11.06
N INV. 0.73
S INV. 1.42
W INV. 0.85
DRAINAGE
MANHOLE
TOP 10.96
E INV. 0.52
S INV. 0.53
6" PVC
18" RCP
" R
CP
18" RCP
15" RCP
15" RCP
RC
P
48"X76" ERCP
" R
C P
6'X4' BOX
CULVERT
"X
" E
R C
P
DRAINAGE
MANHOLE
TOP 12.54
N INV. 6.07
E INV. 6.47
S INV. 6.46
CATCH BASIN
TOP 12.66
N INV. 6.68
S INV. 6.70
CATCH BASIN
TOP 13.02
N INV. 7.20
S INV. 7.42
" R
C P
" R
C P
DRAINAGE
MANHOLE
TOP 15.07
N INV. 8.24
SE INV. 8.39
S INV. 8.30
W INV. 8.33
DRAINAGE MANHOLE
TOP 19.70
E INV. RECESSED
W INV. RECESSED
DRAINAGE MANHOLE
TOP 21.60
E INV. RECESSED
W INV. RECESSED
CATCH BASIN
TOP 8.84
N INV. 4.01
E INV. 4.22
S INV. 4.02
CATCH BASIN
TOP 8.72
E INV. 5.18
W INV. 5.08
CATCH BASIN
TOP 8.77
W INV. 5.21
CATCH BASIN
TOP 9.80
BOTTOM 6.55
INV. RECESSED CATCH BASIN
TOP 9.62
SW INV. 7.27
BOTTOM 5.01
CATCH BASIN
TOP 9.38
W INV. 3.40
DRAINAGE
MANHOLE
TOP 10.12
N INV. 0.39
S INV. 0.42
CATCH BASIN
TOP 9.24
S INV. 3.80
DRAINAGE MANHOLE
TOP 11.22
N INV. 0.05
E INV. 0.05
SW INV. 4.45
W INV. 0.05
CATCH BASIN
TOP 9.76
E INV. 5.84
DRAINAGE VAULT
TOP 9.43
N INV. 0.17
S INV. 0.17
W INV. 0.17
W INV. 4.84
STORM NOTE:
ALL STORM IN THIS AREA
HAVE RECESSED INVERTS
AND ARE FULL OF WATER
DRAINAGE VAULT
TOP 9.03
N INV. 0.01
E INV. 0.01
S INV. 0.01
W INV. CAPPED
6'X4' BOX CULVERT
12" RCP
CATCH BASIN
TOP 9.72
NE INV. 0.04
W INV. 0.05
CATCH BASIN
TOP 10.31
N INV. 7.82
SE INV. 7.81
CATCH BASIN
TOP 10.40
N INV. 8.06
S INV. 8.06
PIPE CONNECTS TO
60" RCP UNDER ASPHALT
" R
CP
15" RCP
48"X76" ERCP
6'x4' BOX CULVERT
D
GV
W A
S P
S T
R E
E T
D
W
TR
W
TR
6" S
TL
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
BUILDING 799
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
ELE ELE ELE ELE ELE
SAN SAN SAN SAN
SAN
Control Point 511 Control Point 109
9.47' 9.34' 9.1'
8.
8.
9.6'9.
9.
9.
9.4' 8.72'
8.
9.30' 9.2'
9.12'8.65' 9.11'
9.
9.
9.
9.5' 9.4'9.3'8.
8.
9.14' 9.0'
9.
9.
9.
9.
'9.2 5'
9.3' 8.
8.56' 8.53'
9.14'9.54'9.15'
9.12' 9.0' 9.1'
9.16' 9.17'
8.67'8.55' 9.2'9.2'8.53'
8.
8.58'
8.
8.69'
9.4' 9.3'9.3'9.3' 9.3'8.69'8.70'
9.06' 9.24'
9.
9.
9.
9.
9.
9.
' 9.50'
9.6' 9.5'9.3'9.44'
9.30' 9.19' 9.24'
9.34'
.2
0'
.4 2'
70729 9.08
PMRK1 ST CROSS WALK
70730 8.77
PMRK1
9.
8.9'9.0'
COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM
GAS
ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE
ELE
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
SL
SL
SL
SL
SL
SL
SL
SL
SL
ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
ELEELEELEELEELEELE
W
TR
W
TR
W
TR
W
TR
WTR WTR WTR
WTRWTRWTRWTRWTR
W
TR
W
TR
W
TRCO
M
COMCOMCOM
COM COM COM COM COM COM COM COM COM
C O
M C
O M
C O
M C
O M
C O
M C
O M
C O
M C
O M
C O
M
COMCOMCOMCOMCOMCOMCOMCOM
C O
M C
O M
C O
M
C O
M C
O M
C O
M C
O M
C O
M C
O M
C O
M C
O M
C O
M C
O M
C O
M C
O M
91163 9.20
BFOCUBZ10 ST
91164 9.40
BFOCUBZ10
91165 8.86
BFOCUBZ10
91177 8.60
BFOCUBZ10
91178 9.52
BFOCUBZ10
91185 9.54
BFOCUBZ10
91186 9.58
BFOCUBZ10
91192 9.63
BFOCUBZ10
91195 9.49
BFOCUBZ10
91198 9.46
BFOCUBZ10
ELE
ELE
ELE
PBPB
ELE ELE ELE
COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM
G
AS
GAS GAS
GAS GAS GAS GAS GAS GAS
G
AS
ELE
ELE
ELE
ELE
ELE ELE
ELE
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
ELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELE FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)
U (B
U
(B
U (B
U (B)
U (B)
U (B
ELE
ELE
ELE
ELE
ELE
ELE ELE
ELE
ELE
GRAPHIC SCALE
100 AIRSIDE DRIVE
MOON TOWNSHIP, PA 15108
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
DES DRW
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
SO
UT
HE
AS
T N
AV
AL
A
IR
S
TA
TI
O
N
JA
C
KS
O
N
VI
LL
E, F L
AS NOTED
P-
EN
G
IN
E R
EP
AI
R F
AC
IL
IT
Y
1817922
N
AS
J
AC
KS
O
N
VI
LL
E, F L
N
AV
FA
C
S E
SO
U
TH
EA
ST
CD101
KEYPLAN
A M
E N
D M
E N
T
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL SL SL SL
SL
SL
SL SL
SL
SL
SL
SL SL SL
SL
SL SL SL SL SL SL SL SL SL SL SL SL
SL
SL
SL
SL SL SL SL SL SL SL SL SL SL SL SL SL
SL
SL
SL SL SL
SL
SL
SL SL SL SL SL SL SL SL SL
SL SL SL SL SL SL
SL SL SL SL SL SL SL SL SL SL SL
SL
SL
SL
SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL
SL
SL
SL SL
SL
SL SL SL SL SL SL SL SL SL
OA OA OA OA OA OA OA OA OA OA
U A
U A
UA UA UA UA UA UA UA UA UA UA UA UA UA
U A
U A
UA UA
U A
UA UA UA UA UA UA UA UA UA
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSAN SAN SAN SAN SAN
WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SAN
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
B B
B
D
S
S
S
S
C C
EE
B
S
D
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
O A
O A
O A
O A
O A
O A
O A
OA
O A
O A
O A
O A
O A
O A
O A
B
WV
BREEZE WAY
LPLP
LP
LP
WV
FH
WV
WV
CO
CO
HCS
HCS
HCS HCS
HCS
NPS
NPS
ETP
EM
ET
P
BR
EE
ZE
W
AY
CRB
METAL STAIR
SUPPORT PAD
BUILDING 7H
TWO STORY
FINISHED FLOOR ELEV.
14.90
AC
PAD
ET
P
BUILDING 6G
TWO STORY
FINISH FLOOR ELEV.
12.99
BUILDING 6F
TWO STORY
FINISHED FLOOR ELEV.
14.86 DRAIN
TOP 14.58
INV. 11.50
DRAIN
TOP 14.64
INV. 13.03
CATCH BASIN
TOP 11.32
N INV. 5.79
E INV. 3.80
W INV. 3.93
CATCH BASIN
TOP 13.69
E INV. 10.87
SANITARY
MANHOLE
TOP 14.04
N INV. 8.14
S INV. 8.68
CO
CO
SANITARY
MANHOLE
TOP 13.10
N INV. 8.80
W INV. 8.80
BFP
BREEZE WAY
CRB
YARD DRAIN
TOP 12.57
CATCH BASIN
TOP 11.70
E INV. 4.75
W INV. 4.75
CATCH BASIN
TOP 11.91
N INV. 5.67
E INV. 5.76
S INV. 4.83
W INV. 9.16
NW INV. 6.47
SANITARY
MANHOLE
(EX SAN MH 1)
TOP 12.60
N INV. 7.13
E INV. 6.40
S INV. 9.66
W INV. 6.46
SANITARY MANHOLE
(EX SAN MH 4)
TOP 16.35
N INV. 9.03
E INV. 11.64
S INV. 9.08
CO
CATCH BASIN
TOP 11.70
E INV. 4.75
W INV. 4.75
CATCH BASIN
TOP 11.13
E INV. 3.32
W INV. 3.33
LP
COOLING
TOWERCHILLER
CHILLER
AC
PAD
AC
PAD
ETP
ECB
BUILDING 794A
ONE STORY
FINISHED FLOOR ELEV.
19.20
" R
C P
" R
C P
" R
C P
30" RCP 30" RCP 30" RCP
10" CLAY 10" CLAY 10" CLAY
6" C
LA
Y
6" CLAY
30" RCP 30" RCP
B
B
16"OAK
0"OAK
34"OAK
CURB
CURB
CURB
CURB
PARKING
WHEEL STOP
TYPICAL
ASPHALT PARKING LOT
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
AS
PH
AL
T
PA
R
KI
N
G L
O T
ASPHALT PARKING LOT
AND ROADWAY
ASPHALT PARKING LOT
GRASS
AREA
8" PVC
6" P
VC
24" PVC
24" PVC
MANHOLE
TOP 11.37
CONTAINS
GATE VALVE
W/ WHEEL
LINE TIES TO
UNKNOWN MAIN
TO THE SOUTH
FI
R
E
FI
R E
FI
R
E
FI
R E
FI
R
E
FI
R E
FI
R
E
FI
R E
FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE
HCS
HCS
HCS
HCS
HCS
SS
SS
LOT F
SIGN
BUILDING
LP
4" POST
W/ CAMERA
CRB
LOT F
SIGN
RETAINING
WALL
CURB
CURB
ASPHALT PARKING LOT
GRASS
AREA
AC
PAD
CONCRETE DRIVE
GRASS
AREA
GRASS
AREA
GRASS
AREA
AS
PH
AL
T
PA
R
KI
N
G L
O T
AN
D
R O
AD
W
AY
24" PVC
SANITARY
MANHOLE
TOP 12.31
N INV. 7.21
E INV. 7.34
S INV. 7.42
W INV. 7.17
W
TR
W
TR
D
D
D
D
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
CATCH BASIN
TOP 12.56
N INV. 5.76
S INV. 5.80
W INV. 7.32 DRAINAGE
MANHOLE
TOP 11.78
BOTTOM 5.48
FULL OF
WATER
DRAINAGE
CONFLICT
MANHOLE
TOP 12.20
W INV. 8.07 (PER AB)
18" RCP
DRAINAGE
MANHOLE
TOP 12.54
N INV. 6.07
E INV. 6.47
S INV. 6.46
CATCH BASIN
TOP 12.66
N INV. 6.68
S INV. 6.70
" R
C P
DRAINAGE MANHOLE
TOP 21.60
E INV. RECESSED
W INV. RECESSED
W
TR
W
TR
W
TR
W
TR
W
TR
6" S
TL
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
ELE
ELE
ELE
ELE ELE ELE ELE ELE ELE
ELE
ELE
ELE
ELE
ELE
GENERAL SHEET NOTES
DEMO LEGEND
DEMO KEY NOTES
GRAPHIC SCALE
KEYPLAN
MATCH LINE: SEE SHEET CD103
M
ATC
H
LIN
E: SEE SH
EET C
D
CD102
A M
E N
D M
E N
T
A M
E N
D M
E N
T
100 AIRSIDE DRIVE
MOON TOWNSHIP, PA 15108
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
DES DRW
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
SO
UT
HE
AS
T N
AV
AL
A
IR
S
TA
TI
O
N
JA
C
KS
O
N
VI
LL
E, F L
AS NOTED
P-
EN
G
IN
E R
EP
AI
R F
AC
IL
IT
Y
1817922
N
AS
J
AC
KS
O
N
VI
LL
E, F L
N
AV
FA
C
S E
SO
U
TH
EA
ST
DEMO KEY NOTES
WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR
WTR WTR WTR WTR WTR WTR WTR WTR WTR WTRWTR WTR WTR WTR WTR
W
TRW
TR W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
B
B
B
D D
D D
S
E
S
D D
D
B
B
B
CCS
DRAINAGE
MANHOLE
TOP 8.88
INV. 5.89
WV
WV
WV
WV
SS
SS
CATCH BASIN
TOP 8.55
NE INV. 4.04
SS
HCSHCSHCSHCS
HCS
BUS
STOPBS
S
WV
WV
LP LP
FLEET
READINESS
SIGN
BREEZE WAY
NPSBUILDING 6G
TWO STORY
FINISH FLOOR ELEV.
BUILDING 6F
TWO STORY
FINISHED FLOOR ELEV.
14.86
DRAINAGE
MANHOLE
TOP 10.44
N INV. 1.32
E INV. 1.34
S INV. 6.80
DRAINAGE
MANHOLE
TOP 10.99
N INV. 7.12
E INV. 7.12
DRAINAGE
MANHOLE
TOP 10.93
N INV. 7.52
E INV. 7.46
W INV. 7.49
DRAIN
TOP 14.64
INV. 13.03
LIFT STATION
TOP 12.65
STORM FORCE MAIN
VALVE VAULT
TOP 12.28
CO
DRAINAGE
MANHOLE
TOP 8.88
INV. 5.89
LP
BREEZE WAY
CURB INLET
TOP 8.98
N INV. 6.42
S INV. 6.48
DRAINAGE
MANHOLE
TOP 10.44
N INV. 1.34
E INV. 0.80
W INV. 0.84
LOT K
SIGN
RPS
WV
WV
FH
W
AS
P
ST
R
EE
T
48" RCP
" R
C P
" R
CP
34"OAK
18"PALM
16"PALM
25"PALM
CRETE MYRTLE CLUSTERCRETE MYRTLE CLUSTER
CRETE MYRTLE CLUSTERCRETE MYRTLE CLUSTERCRETE MYRTLE CLUSTER
15"RAIN TREE
8"CRETE MYRTLE
8"CRETE MYRTLE
CURB
CURB
CURB
CURB
CURB
PARKING
WHEEL STOP
TYPICAL
ASPHALT ROADWAY
ASPHALT PARKING LOT
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
ASPHALT PARKING LOT
GRASS
AREA
GRASS
AREA
10" PVC
10" PVC
10" PVC
14" PVC
" P
VC
" P
VC
14" PVC
B B
B B
B B
B B
B
BBBB
SANITARY
MANHOLE
TOP 9.32
E INV. 5.59
W INV. 5.62SANITARY
MANHOLE
TOP 9.20
E INV. 5.75
NW INV. 5.78
D
D
D
D
FM
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
WTR
CURB INLET
TOP 8.55
SW INV. 5.24
DRAINAGE MANHOLE
TOP 9.05
N INV. 0.52
NE INV. 3.27
E INV. 0.52
SW INV. 3.57
W INV. 3.27
NW INV. 3.92
DRAINAGE MANHOLE
TOP 9.27
N INV. 0.80
E INV. 0.56
S INV. 0.80
W INV. 0.56
DRAINAGE
MANHOLE
TOP 11.02
BOTTOM 7.22
FULL OF WATER
DRAINAGE
MANHOLE
TOP 9.38
E INV. 0.32
W INV. 0.32
CATCH BASIN
TOP 8.59
S INV. 5.77
15" RCP
RC
P
48"X76" ERCP
" R
C P
CATCH BASIN
TOP 8.84
N INV. 4.01
E INV. 4.22
S INV. 4.02
CATCH BASIN
TOP 8.72
E INV. 5.18
W INV. 5.08
CATCH BASIN
TOP 8.77
W INV. 5.21
15" RCP
48"X76" ERCP
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
SA
N
SAN SAN SAN SAN
Control Point 511
Control Point 109
9.11'
9.
9.
9.
'9.4' 9.3'
8.
8.
9.14'
9.0'
9.
9.
9.
9.2 5'
9.3'
8.
8.56'
8.53'
9.14'9.54' 9.15'
9.12'
9.0' 9.1'
9.16'
9.17'
8.67' 8.55'
9.2'9.2' 8.53'
8.
8.58' 8.
8.69'
9.4' 9.3' 9.3'9.3'
9.3' 8.69' 8.70'
9.06'
9.24'
9.
9.
9.
9.
9.
9.
' 9.50'
9.6'
9.5' 9.3'
9.44'
9.30'
9.19' 9.24'
9.34'
.2
0'
.4 2'
70729 9.08
PMRK1 ST CROSS WALK
70730 8.77
PMRK1
9.
8.9'9.0'
COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM
W (B
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE
EL
E
EL
E
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E
EL
E
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E
EL
E
EL
E
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E
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E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
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ELEELEELEELEELE
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
WTR WTR WTR WTR WTR WTR WTR WTR WTR
WTRWTRWTRWTRWTRWTRWTRWTR
W
TR
W
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W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
COM COM COM COM COM COM COM COM COM COM COM COM
C O
M C
O M
C O
M C
O M
C O
M C
O M
C O
M C
O M
C O
M C
O M
C O
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COMCOMCOMCOMCOMCOMCOM
C O
M C
O M
C O
M C
O M
C O
M C
O M
C O
M C
O M
C O
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O M
C O
M C
O M
C O
M C
O M
C O
M C
O M
C O
M C
O M
C O
M
91163 9.20
BFOCUBZ10 ST
91164 9.40
BFOCUBZ10
91165 8.86
BFOCUBZ10
91177 8.60
BFOCUBZ10
91178 9.52
BFOCUBZ10
91185 9.54
BFOCUBZ10
91186 9.58
BFOCUBZ10
PB
COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM
ELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELE
ELEELEELEELEELE
ELE FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE ELE
GRAPHIC SCALE
100 AIRSIDE DRIVE
MOON TOWNSHIP, PA 15108
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
DES DRW
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
SO
UT
HE
AS
T N
AV
AL
A
IR
S
TA
TI
O
N
JA
C
KS
O
N
VI
LL
E, F L
AS NOTED
P-
EN
G
IN
E R
EP
AI
R F
AC
IL
IT
Y
1817922
N
AS
J
AC
KS
O
N
VI
LL
E, F L
N
AV
FA
C
S E
SO
U
TH
EA
ST
1394MATCH LINE: SEE SHEET CD102
M
ATC
H
LIN
E: SEE SH
EET C
D
CD103
KEYPLAN
A M
E N
D M
E N
T
DEMO KEY NOTES
WTR WTR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
ELE
ELE
ELE
ELE
ELE
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
B B
B B
D
D D
E
E
D D
B B
B B
MONITORING
WELL
WV
WV
WV
WV
WV
FH
LP
LP LP
LP
DRAINAGE
MANHOLE
TOP 10.98
E INV. 7.70
W INV. 7.67
DRAINAGE
MANHOLE
TOP 10.95
W INV. 7.54
DRAINAGE MANHOLE
TOP 10.52
E INV. 0.94
S INV. RECESSED
W INV. 0.99
NPS NPS
HCS HCS
HCS HCS HCS
HCS
HCS HCS
HCS
GM
LOT K
SIGN
WV
WV
FH
LP
ENTERPRISE AVE
W R
IG
H
T
ST
R
EE
T
48" RCP 48" RCP
52"OAK
34"OAK
17"OAK
8"TALLOW
CURB
CURB
ASPHALT PARKING LOT
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
10" PVC
10" PVC
8" P
VC
8" P
VC
8"
P
VC
" P
VC
S B
B B
BB
B
B B
B B
B
B BB
B
B B
B B B B B
B B
B B
B
B
SANITARY
MANHOLE
TOP 9.32
E INV. 5.59
W INV. 5.62
SANITARY
MANHOLE
(EX. SAN MH 2)
TOP 9.20
NW INV. 5.75
E INV. 5.78
D
DD
FM
FM
FM
FM
FM
WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR
DRAINAGE
MANHOLE
TOP 9.38
E INV. 0.32
W INV. 0.32
CATCH BASIN
TOP 9.07
N INV. 4.80
S INV. 4.98
CURB INLET
TOP 10.64
NE INV. 7.81
6'X4' BOX
CULVERT
"X
" E
R C
P
CATCH BASIN
TOP 9.80
BOTTOM 6.55
INV. RECESSED CATCH BASIN
TOP 9.62
SW INV. 7.27
BOTTOM 5.01
CATCH BASIN
TOP 9.38
W INV. 3.40
DRAINAGE
MANHOLE
TOP 10.12
N INV. 0.39
S INV. 0.42
DRAINAGE MANHOLE
TOP 11.22
N INV. 0.05
E INV. 0.05
SW INV. 4.45
W INV. 0.0515
" R
CP
6'x4' BOX CULVERT
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM
GAS GAS
ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE
BE
(B
ELE
ELE
ELE
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
ELE ELE ELE ELE ELE ELE ELE ELE
PB
ELE ELE ELE ELE ELE ELE ELE
ELE
COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM
G
AS
G
AS
G
AS
GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
G
AS
G
AS
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE ELE ELE ELE
ELE ELE
ELE
ELE
ELE
ELE
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
ELE
ELEELEELEELEELEELEELEELEELEELE
ELEELE
ELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELE
FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)FM(B)
U (B)
U (B)
U (B)
U (B)
U (B
U
(B
U (B
ELE
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
GRASS
AREA
TOP 10.64
NE INV. 7.81
COM COM COM COM COM COM COM COM
GAS GAS GAS GAS GAS
ELE ELE ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
GRAPHIC SCALE
100 AIRSIDE DRIVE
MOON TOWNSHIP, PA 15108
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
DES DRW
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
SO
UT
HE
AS
T N
AV
AL
A
IR
S
TA
TI
O
N
JA
C
KS
O
N
VI
LL
E, F L
AS NOTED
P-
EN
G
IN
E R
EP
AI
R F
AC
IL
IT
Y
1817922
N
AS
J
AC
KS
O
N
VI
LL
E, F L
N
AV
FA
C
S E
SO
U
TH
EA
ST
1394MATCH LINE: SEE SHEET CD105
M
AT
C H
L
IN
E:
S
EE
S
H
EE
T C
D
CD104
KEYPLAN
A M
E N
D M
E N
T
SLSLSLSLSLSL
SL SL SL SL SL SL SL SL SL SL
SL
SL
SL SL SL
SL
SL
SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL
SL
SL
SL SL SL
SL
SL
SL SL SL SL SL SL SL SL SL SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
O A
O A
O A
O A
O A
O A
SL SL SL SL SL SL SL SL SL SL SL
SL
SL
SL SL
SL
SL
SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL
SL
SL
SL SL
SL
SL
SL SL SL SL SL SL SL SL SL SL SL
SL
SL
SL
SL
SL
SL
SL
UA UA UA UA UA UA UA UA UA UA
U A
U A
UA UA
U A
U A
UA UA UA UA UA UA UA UA UA UA UA UA UA UA UA UA UA
U A
U A
UA UA
U A
U A
UA UA UA UA UA UA UA UA UA UA
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
U A
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
ELE
ELE
ELE
ELE
ELE ELE ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
EL
E
BB
B
S S
E
E E
S
S S
B B
CO
SANITARY
MANHOLE
TOP 12.60
N INV. 8.12
E INV. 8.05
W INV. 7.96
LIFT STATION
TOP 15.04
BOTTOM 5.33
MONITORING
WELL
WV
WVWV
WV
CATCH BASIN
TOP 11.13
E INV. 3.32
W INV. 3.33
CATCH BASIN
TOP 11.18
E INV. 3.04
W INV. 3.05
CATCH BASIN
TOP 11.60
E INV. 2.75
W INV. 2.75
CATCH BASIN
TOP 11.70
E INV. 2.47
W INV. 2.56
CATCH BASIN
TOP 11.70
E INV. 2.25
W INV. 2.25
CATCH BASIN
TOP 11.52
E INV. 2.07
W INV. 2.08
CATCH BASIN
TOP 11.66
E INV. 1.71
W INV. 1.73
CATCH BASIN
TOP 11.73
E INV. 1.48
W INV. 1.48
CATCH BASIN
TOP 9.99
S INV. 7.00
CONCRETE
HEADWALL
INV. 8.19
CONCRETE
HEADWALL
INV. 8.25
FORCE MAIN
VALVE VAULT
TOP 14.73
WV
FH
WVWV
LPLPLPLP
NPS NPS
RPS RPS
RPS
NPS
HCS
HCS
HCS
HCS
HCS
LOT KA
SIGN
NPS SS
SPEED
BUMP
SIGN
4" SQUARE POST
WITH MIRROR
ALARM
BOX
BUILDING 794B
ONE STORY
FINISHED FLOOR ELEV.
19.35
CCS
BUILDING
794-797
SIGN
LP
CATCH BASIN
TOP 13.63
E INV. 10.42
W INV. 10.44
LP
LP
ECB
ECB
ECB
GATE
LASER
GATE
ARM
LP LP LP ECB
ECB
ECB
ECB
COOLING
TOWERCHILLER
AC
PAD
W R
IG
H
T
ST
R
EE
T
ECB
10" CLAY
30" RCP 30" RCP 30" RCP 30" RCP 30" RCP 30" RCP 30" RCP 36" RCP
" R
C P
36" RCP
" R
C P
52"OAK
34"OAK
22"CHINABERRY
CURB
ASPHALT PARKING LOT
ASPHALT PARKING LOT
AND ROADWAY
GRAVEL PARKING LOT
GRASS
AREA
GRASS
AREA
8" P
VC
8"
P
VC
10" PVC10" PVC
10" PVC
LINE TIES TO
UNKNOWN MAIN
TO THE SOUTH
FIR
E
FIR
E
FIR
E
FIR
E
FIR
E
FIR
E
FIR
E
FIR
E
FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE
SANITARY
MANHOLE
TOP 12.69
UNABLE TO
OPEN
CATCH BASIN
TOP 7.78
N INV. 5.68
E INV. 1.00
W INV. 1.11
LP
NPS
NPS
SS
ECB
FIRE
6" FIRE
SPRINKLER
CURB
ASPHALT PARKING LOT
GRASS
AREA
GRASS
AREA
24" PVC
" P
VC
W
TR
W
TR
D D
DRAINAGE
MANHOLE
TOP 11.06
N INV. 0.73
S INV. 1.42
W INV. 0.85
DRAINAGE
MANHOLE
TOP 15.07
N INV. 8.24
SE INV. 8.39
S INV. 8.30
W INV. 8.33
DRAINAGE MANHOLE
TOP 19.70
E INV. RECESSED
W INV. RECESSED
BUILDING 799
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE
SAN SAN
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B)
U (B)
ELE
GENERAL SHEET NOTES
DEMO LEGEND
DEMO KEY NOTES
GRAPHIC SCALE
100 AIRSIDE DRIVE
MOON TOWNSHIP, PA 15108
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
DES DRW
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
SO
UT
HE
AS
T N
AV
AL
A
IR
S
TA
TI
O
N
JA
C
KS
O
N
VI
LL
E, F L
AS NOTED
P-
EN
G
IN
E R
EP
AI
R F
AC
IL
IT
Y
1817922
N
AS
J
AC
KS
O
N
VI
LL
E, F L
N
AV
FA
C
S E
SO
U
TH
EA
ST
MATCH LINE: SEE SHEET CD105
M
AT
C
H L
IN
E:
S
EE
S H
EE
T
C D
CD105
A M
E N
D M
E N
T
KEYPLAN
A M
E N
D M
E N
T
4 6 7 8 9 10
K
L
M
N
3'
3' - 10" 28' - 0" 28' - 0" 28' - 0" 4' - 0" 34' - 0"
W
X
W
X
W
X
W
X
W
X
W
X
W24X55 (28)
W24X55 (28) W
X
W
X
W
X
W24X55 (28)
W
X
M
C
X
.7
M A
T C
H L
IN
E
S F
M A
T C
H L
IN
E
S F
MATCH LINE SF117
W24X55 (40) W24X55 (28) W24X55 (28)
W24X55 (28) W24X55 (28) W24X55 (40)
W24X55 (40) W24X55 (28) W24X55 (28)
W18X35 (28) W18X35 (28) W18X35 (28)
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W24X55 (34)
W
X
3'
-5
W
X
8)
W
X
8)
10.5
P
W
X
W
X
W
X
W
X
8)
SOD1
W
X
7' - 10" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0"
S-511
SIM
S-511
S-512
TYP
S-311
TYP
S-511
TYP
S-511
TYP
S-511
TYP
S-511
TYP
M A
T C
H L
IN
E
S F
M A
T C
H L
IN
E
S F
MATCH LINE SF117
W12X19
24' - 2"
S-512
TYP
SOD
SOD
S-511
T Y
P
8"
W10X12 W10X12 W10X12 W10X12 P=45k
S-512
TYP
P=15k P=15k P=15k
/4
W
X
W
X
W
X
1. RE: DRAWING S-001 THROUGH S-004 FOR GENERAL NOTES AND DESIGN
CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND
DETAILS WITH ARCHITECTURAL DWGS.
3. TOP OF SECOND FLOOR SLAB EL = +14’-0” FROM THE DATUM ELEVATION
UNLESS NOTED OTHERWISE.
4. TOP OF STEEL EL = +13’-7” FROM THE DATUM ELEVATION UNLESS NOTED
THUS (+/-X’-X”) FROM THIS BASE STEEL ELEVATION.
5. RE: DRAWING S-201 FOR FRAME ELEVATIONS.
6. RE: DRAWING S-601 FOR SCHEDULES.
7. COORDINATE MECHANICAL OPENINGS, PENETRATIONS, AND CHASES WITH
MEP DRAWINGS.
8. RE: DRAWING S-511 & S-512 FOR TYPICAL FRAMING DETAILS.
9. RE: DRAWING S-503 FOR TYPICAL MASONRY DETAILS.
10. RUNWAY RAIL ALIGNMENT PER CMAA 70 MUST BE PERFORMED BY THE
CRANE INSTALLER.
11. P= SIGNIFIES THE AXIAL REACTION AT EACH END OF THE BEAM.
1. OVERHEAD BRIDGE CRANE, RE: SPECIFICATION 41 22 13.14 BY NAVY
CRANE CENTER.
2. CRANE STOP. COORDINATE CRANE DESIGN W/ A-120 FOR EXACT
LOCATION.
3. PRECAST PANEL SPANS UNSUPPORTED BETWEEN FOUNDATION AND
ROOF FOR THE EXTENTS SHOWN .
4. WORKING PLATFORMS BY OTHERS. RE: Q SHEETS.
5. STEEL STAIR BY STEEL DESIGNER.
6. OPENING IN MASONRY WALL FOR DUCT. COORDINATE LOCATION W/
MECH.
7. RECAST WALL MFR TO DESIGN PANELS FOR IN-PLANE SHEAR AS
INDICATED.
8. PREFABRICATED AWNINNG AND ATTACHMENT BY OTHERS. PRECAST
WALL MFR TO VERIFY LOADING.
9. STEEL COLUMNS TO BE FIRE RATED TO THE FOUNDATION, SEE LIFE
SAFETY AND ARCH DRAWINGS.
10. STEEL BEAMS TO BE FIRE RATED, SEE LIFE SAFETY AND ARCH
DRAWINGS.
A B C D E
F G H
M
J K
L N P
Q R S T
U
PLAN
NORTH
4' 8' 16'0'
SCALE: 1/8" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
FLOOR FRAMING PLAN NOTES
GRAPHIC SCALE(S)
KEY PLAN
KEYNOTES#
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/5
/2
:2
:3
P
M
C U s e rs \y o h a n n .d it e n g o
\D o c u m e n ts \P
-E n g in e -2
-S y o h a n n .d it e n g o .r v t
SF112
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
S E
C O
N D
F L O
O R
C
R A
N E
R U
N W
A Y
F R
A M
IN
G
P L A
N
A R
E A
B
APB
15215983
JPW YDD
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
S F
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1/8" = 1'-0"
SECOND FLOOR / CRANE RUNWAY FRAMING PLAN - AREA B
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
A
M E
N D
M E
N T
A
M E
N D
M E
N T
13 14 15 16
L
M
N
3'
68' - 0" 2' - 0" 68' - 0"
34' - 0" 34' - 0" 34' - 0" 34' - 0"
C
X
.7 W
X
C
X
.7 W
X
C
X
.7 W
X
C
X
.7 W
X
C
X
.7 W
X
C
X
.7 W
X
M A
T C
H L
IN
E
S F
M A
T C
H L
IN
E
S F
MATCH LINE SF119
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W24X55 (34) W24X55 (34) W24X55 (34) W24X55 (34)
3'
-5
3'
-5
1' - 6" 1' - 6" 1' - 6"
P
SOD
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
8' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 0" 6' - 0" 4' - 0" 6' - 0"
6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 2"
8"
SD1
W
X
W
X
W
X
S-511
S-511
TYP
S-311
TYP
M A
T C
H L
IN
E
S F
M A
T C
H L
IN
E
S F
MATCH LINE SF119
13.5 15.5
W
X
S-512
TYP1
S-511
TYP
W
X
S-311
TYP
3'
-5
3'
-5
3'
-5
3'
-5
S-511
TYP
S-312
S-312
W
X
W16X31
W
X
W
X
W16X31
S-312
1. RE: DRAWING S-001 THROUGH S-004 FOR GENERAL NOTES AND DESIGN
CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND
DETAILS WITH ARCHITECTURAL DWGS.
3. TOP OF SECOND FLOOR SLAB EL = +14’-0” FROM THE DATUM ELEVATION
UNLESS NOTED OTHERWISE.
4. TOP OF STEEL EL = +13’-7” FROM THE DATUM ELEVATION UNLESS NOTED
THUS (+/-X’-X”) FROM THIS BASE STEEL ELEVATION.
5. RE: DRAWING S-201 FOR FRAME ELEVATIONS.
6. RE: DRAWING S-601 FOR SCHEDULES.
7. COORDINATE MECHANICAL OPENINGS, PENETRATIONS, AND CHASES WITH
MEP DRAWINGS.
8. RE: DRAWING S-511 & S-512 FOR TYPICAL FRAMING DETAILS.
9. RE: DRAWING S-503 FOR TYPICAL MASONRY DETAILS.
10. RUNWAY RAIL ALIGNMENT PER CMAA 70 MUST BE PERFORMED BY THE
CRANE INSTALLER.
11. P= SIGNIFIES THE AXIAL REACTION AT EACH END OF THE BEAM.
1. OVERHEAD BRIDGE CRANE, RE: SPECIFICATION 41 22 13.14 BY NAVY
CRANE CENTER.
2. CRANE STOP. COORDINATE CRANE DESIGN W/ A-120 FOR EXACT
LOCATION.
3. PRECAST PANEL SPANS UNSUPPORTED BETWEEN FOUNDATION AND
ROOF FOR THE EXTENTS SHOWN .
4. WORKING PLATFORMS BY OTHERS. RE: Q SHEETS.
5. STEEL STAIR BY STEEL DESIGNER.
6. OPENING IN MASONRY WALL FOR DUCT. COORDINATE LOCATION W/
MECH.
7. RECAST WALL MFR TO DESIGN PANELS FOR IN-PLANE SHEAR AS
INDICATED.
8. PREFABRICATED AWNINNG AND ATTACHMENT BY OTHERS. PRECAST
WALL MFR TO VERIFY LOADING.
9. STEEL COLUMNS TO BE FIRE RATED TO THE FOUNDATION, SEE LIFE
SAFETY AND ARCH DRAWINGS.
10. STEEL BEAMS TO BE FIRE RATED, SEE LIFE SAFETY AND ARCH
DRAWINGS.
A B C D E
F G H
M
J K
L N P
Q R S T
U
PLAN
NORTH
4' 8' 16'0'
SCALE: 1/8" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
FLOOR FRAMING PLAN NOTES
GRAPHIC SCALE(S)
KEY PLAN
KEYNOTES#
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/5
/2
:2
:3
P
M
C U s e rs \y o h a n n .d it e n g o
\D o c u m e n ts \P
-E n g in e -2
-S y o h a n n .d it e n g o .r v t
SF114
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
S E
C O
N D
F L O
O R
C
R A
N E
R U
N W
A Y
F R
A M
IN
G
P L A
N
A R
E A
D
APB
15215985
JPW YDD
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
S F
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1/8" = 1'-0"
SECOND FLOOR / CRANE RUNWAY FRAMING PLAN - AREA D
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
A
M E
N D
M E
N T
16 17 18
L
M
N
3'
68' - 0" 68' - 0"
K
/1
K
/1
K
/1
72G11N8.7K
72G11N8.1K
MATCH LINE SF220
M A
T C
H L
IN
E
S F
4 28
K
/1
K
/1
K
/1
36G5N7.2K
36G5N8.4K
36G5N7.9K
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
72G11N7.4K
72G11N8.7K
72G11N8.1K
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
72G11N7.4K
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
29' - 2"
P
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
SD1SD1
6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 0" 6' - 0" 6' - 0"
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
S-321
TYP
S-321
TYP
S-521
TYP
MATCH LINE SF220
M A
T C
H L
IN
E
S F
SD1SD1
SD1SD1
K
/1
S L O
P E
S L O
P E
3'
2'
S-322
S-322
S-322
1. RE: DRAWING S-001 & S-002 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND
DETAILS WITH ARCHITECTURAL DWGS.
3. ROOF STEEL SLOPES. REFER TO PLAN FOR TOP OF STEEL/TOP OF JOIST
ELEVATIONS. ELEVATIONS NOTED THUS (+/-X’-X”) DENOTE STEEL
ELEVATION VARIATIONS FROM THE SLOPING STEEL PLANE.
4. RE: DRAWING S-201 FOR FRAME ELEVATIONS.
5. REFER TO TYPICAL ROOF OPENING DETAIL ON S-522 FOR ROOF OPENING
FRAMING. COORDINATED SIZE, LOCATION, AND QUANTITY OF OPENINGS
WITH MEP DRAWINGS AND MECHANICAL CONTRACTOR.
6. RE: DRAWING S-521 & S-522 FOR TYPICAL FRAMING DETAILS.
7. LOCATIONS AND WEIGHTS OF THE EQUIPMENT SHOWN ON THE PLAN HAVE
BEEN ASSUMED FOR BIDDING PURPOSES ONLY. CONTRACTOR TO
COORDINATE FINAL UNIT LOCATIONS AND WEIGHTS (AND ADDITIONAL
UNITS) AND SUBMIT TO CONTRACTING OFFICER FOR REVIEW PRIOR TO
PROCEEDING WITH ANY FABRICATION.
8. JOISTS ARE EQUALLY SPACED BETWEEN COLUMNS, U.N.O.
9. "D=" IN THE JOIST CALLOUTS SIGNIFIES THE ULTIMATE AXIAL LOAD THAT
THE JOISTS AND JOIST SEATS SHOULD BE DESIGNED FOR.
10. P= SIGNIFIES THE ULTIMATE AXIAL REACTION AT EACH END OF THE BEAM.
11.GIRDERS ALONG GRID "A" TO HAVE MAX VERTICAL DEFLECTION OF 1/2 INCH
UNDER TOTAL LOAD. ALL OTHER GIRDER TRUSSES TO BE DESIGNED TO
L/360 MAX VERTICAL DEFLECTION UNDER TOTAL LOAD.
12. "*" INDICATED THAT K JOISTS HAVE 5" BEARING SEAT AT GRIDS F AND G.
13. FOR DRAG CONNECTIONS, RE: 10/S-522.
A B C D E
F G H
M
J K
L N P
Q R S T
U
PLAN
NORTH
4' 8' 16'0'
SCALE: 1/8" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
ROOF FRAMING PLAN NOTES
GRAPHIC SCALE(S)
KEY PLAN
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/5
/2
:2
:3
P
M
C U s e rs \y o h a n n .d it e n g o
\D o c u m e n ts \P
-E n g in e -2
-S y o h a n n .d it e n g o .r v t
SF215
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
E
APB
15216006
JPW YDD
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
S F
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1/8" = 1'-0"
ROOF FRAMING PLAN - AREA E
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
A
M E
N D
M E
N T
G
H
J
K
68' - 0" 68' - 0"
K
/1
K
/1
72G11N6.8K
72G11N8.8K
*2 8K
/1
MATCH LINE SF224
MATCH LINE SF215
M A
T C
H L
IN
E
S F
*2 8K
/1
K
/1
K
/1
36G5N8.5K
36G5N6.7K
*2 8K
/1
*2 8K
/1
*2 8K
/1
K
/1
*2 8K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
72G11N8.8K
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
K
/1
*2 8K
/1
72G11N6.8K
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
29' - 2"
36G5N10.2K72G11N10.7K72G11N10.7K
36G5N8.5K
SD1SD1
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
MATCH LINE SF224
MATCH LINE SF215
M A
T C
H L
IN
E
S F
SD1SD1
SD1SD1
S L O
P E
S L O
P E
1'
5'
/4 " 1
S-322
S-322
S-322
1. RE: DRAWING S-001 & S-002 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND
DETAILS WITH ARCHITECTURAL DWGS.
3. ROOF STEEL SLOPES. REFER TO PLAN FOR TOP OF STEEL/TOP OF JOIST
ELEVATIONS. ELEVATIONS NOTED THUS (+/-X’-X”) DENOTE STEEL
ELEVATION VARIATIONS FROM THE SLOPING STEEL PLANE.
4. RE: DRAWING S-201 FOR FRAME ELEVATIONS.
5. REFER TO TYPICAL ROOF OPENING DETAIL ON S-522 FOR ROOF OPENING
FRAMING. COORDINATED SIZE, LOCATION, AND QUANTITY OF OPENINGS
WITH MEP DRAWINGS AND MECHANICAL CONTRACTOR.
6. RE: DRAWING S-521 & S-522 FOR TYPICAL FRAMING DETAILS.
7. LOCATIONS AND WEIGHTS OF THE EQUIPMENT SHOWN ON THE PLAN HAVE
BEEN ASSUMED FOR BIDDING PURPOSES ONLY. CONTRACTOR TO
COORDINATE FINAL UNIT LOCATIONS AND WEIGHTS (AND ADDITIONAL
UNITS) AND SUBMIT TO CONTRACTING OFFICER FOR REVIEW PRIOR TO
PROCEEDING WITH ANY FABRICATION.
8. JOISTS ARE EQUALLY SPACED BETWEEN COLUMNS, U.N.O.
9. "D=" IN THE JOIST CALLOUTS SIGNIFIES THE ULTIMATE AXIAL LOAD THAT
THE JOISTS AND JOIST SEATS SHOULD BE DESIGNED FOR.
10. P= SIGNIFIES THE ULTIMATE AXIAL REACTION AT EACH END OF THE BEAM.
11.GIRDERS ALONG GRID "A" TO HAVE MAX VERTICAL DEFLECTION OF 1/2 INCH
UNDER TOTAL LOAD. ALL OTHER GIRDER TRUSSES TO BE DESIGNED TO
L/360 MAX VERTICAL DEFLECTION UNDER TOTAL LOAD.
12. "*" INDICATED THAT K JOISTS HAVE 5" BEARING SEAT AT GRIDS F AND G.
13. FOR DRAG CONNECTIONS, RE: 10/S-522.
A B C D E
F G H
M
J K
L N P
Q R S T
U
PLAN
NORTH
4' 8' 16'0'
SCALE: 1/8" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
ROOF FRAMING PLAN NOTES
GRAPHIC SCALE(S)
KEY PLAN
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/5
/2
:2
:3
P
M
C U s e rs \y o h a n n .d it e n g o
\D o c u m e n ts \P
-E n g in e -2
-S y o h a n n .d it e n g o .r v t
SF220
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
K
APB
15216011
JPW YDD
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
S F
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1/8" = 1'-0"
ROOF FRAMING PLAN - AREA K
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
A
M E
N D
M E
N T
D
E
F
G
68' - 0" 68' - 0"
72G11N10.7K
K
/1
*2 8K
/1
72G11N10.7K
72G11N10.7K
MATCH LINE SF228
M A
T C
H L
IN
E
S F
MATCH LINE SF220
*2 8K
/1
K
/1
72G11N10.7K
36G5N10.2K
36G5N10.2K
36G5N10.2K
K
/1
K
/1
K
/1
K
/1
K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
72G11N10.7K
72G11N10.7K
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
*2 8K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
29' - 2"
SD1
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
LH
/1
D B
L P
IT
C
H
MATCH LINE SF228
M A
T C
H L
IN
E
S F
MATCH LINE SF220
R
ID
G E
L
IN
E
R
ID
G E
L
IN
E
SD1
SD1
S L O
P E
S L O
P E
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
LH
/1
D B
L P
IT
C
H
5'
1'
S-322
S-322
S-322
1. RE: DRAWING S-001 & S-002 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND
DETAILS WITH ARCHITECTURAL DWGS.
3. ROOF STEEL SLOPES. REFER TO PLAN FOR TOP OF STEEL/TOP OF JOIST
ELEVATIONS. ELEVATIONS NOTED THUS (+/-X’-X”) DENOTE STEEL
ELEVATION VARIATIONS FROM THE SLOPING STEEL PLANE.
4. RE: DRAWING S-201 FOR FRAME ELEVATIONS.
5. REFER TO TYPICAL ROOF OPENING DETAIL ON S-522 FOR ROOF OPENING
FRAMING. COORDINATED SIZE, LOCATION, AND QUANTITY OF OPENINGS
WITH MEP DRAWINGS AND MECHANICAL CONTRACTOR.
6. RE: DRAWING S-521 & S-522 FOR TYPICAL FRAMING DETAILS.
7. LOCATIONS AND WEIGHTS OF THE EQUIPMENT SHOWN ON THE PLAN HAVE
BEEN ASSUMED FOR BIDDING PURPOSES ONLY. CONTRACTOR TO
COORDINATE FINAL UNIT LOCATIONS AND WEIGHTS (AND ADDITIONAL
UNITS) AND SUBMIT TO CONTRACTING OFFICER FOR REVIEW PRIOR TO
PROCEEDING WITH ANY FABRICATION.
8. JOISTS ARE EQUALLY SPACED BETWEEN COLUMNS, U.N.O.
9. "D=" IN THE JOIST CALLOUTS SIGNIFIES THE ULTIMATE AXIAL LOAD THAT
THE JOISTS AND JOIST SEATS SHOULD BE DESIGNED FOR.
10. P= SIGNIFIES THE ULTIMATE AXIAL REACTION AT EACH END OF THE BEAM.
11.GIRDERS ALONG GRID "A" TO HAVE MAX VERTICAL DEFLECTION OF 1/2 INCH
UNDER TOTAL LOAD. ALL OTHER GIRDER TRUSSES TO BE DESIGNED TO
L/360 MAX VERTICAL DEFLECTION UNDER TOTAL LOAD.
12. "*" INDICATED THAT K JOISTS HAVE 5" BEARING SEAT AT GRIDS F AND G.
13. FOR DRAG CONNECTIONS, RE: 10/S-522.
A B C D E
F G H
M
J K
L N P
Q R S T
U
PLAN
NORTH
4' 8' 16'0'
SCALE: 1/8" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
ROOF FRAMING PLAN NOTES
GRAPHIC SCALE(S)
KEY PLAN
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/5
/2
:2
:3
P
M
C U s e rs \y o h a n n .d it e n g o
\D o c u m e n ts \P
-E n g in e -2
-S y o h a n n .d it e n g o .r v t
SF224
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
P
APB
15216015
JPW YDD
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
S F
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1/8" = 1'-0"
ROOF FRAMING PLAN - AREA P
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
A
M E
N D
M E
N T
A
B
C
D
3'
68' - 0" 68' - 0"
72G11N10.7K
K
/1
K
/1
72G11N8.2K
MATCH LINE SF224
M A
T C
H L
IN
E
S F
K
/1
K
/1
72G11N8.2K
36G5N10.2K
36G5N7.9K
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
72G11N10.7K
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
29' - 2"
SD1
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
MATCH LINE SF224
M A
T C
H L
IN
E
S F
K
/1
K
/1
S-321
TYP
SD1
SD1
S L O
P E
S L O
P E
K
/1
6' - 0" 6' - 0" 6' - 0" 4' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 0" 6' - 0" 6' - 0" 6' - 0"
3'
3'
W12X19 W12X19 W12X19W12X19 W12X19 W12X19
S-321
W12X19W12X19
S-321
S-313
S-313
S-322
S-322
1. RE: DRAWING S-001 & S-002 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND
DETAILS WITH ARCHITECTURAL DWGS.
3. ROOF STEEL SLOPES. REFER TO PLAN FOR TOP OF STEEL/TOP OF JOIST
ELEVATIONS. ELEVATIONS NOTED THUS (+/-X’-X”) DENOTE STEEL
ELEVATION VARIATIONS FROM THE SLOPING STEEL PLANE.
4. RE: DRAWING S-201 FOR FRAME ELEVATIONS.
5. REFER TO TYPICAL ROOF OPENING DETAIL ON S-522 FOR ROOF OPENING
FRAMING. COORDINATED SIZE, LOCATION, AND QUANTITY OF OPENINGS
WITH MEP DRAWINGS AND MECHANICAL CONTRACTOR.
6. RE: DRAWING S-521 & S-522 FOR TYPICAL FRAMING DETAILS.
7. LOCATIONS AND WEIGHTS OF THE EQUIPMENT SHOWN ON THE PLAN HAVE
BEEN ASSUMED FOR BIDDING PURPOSES ONLY. CONTRACTOR TO
COORDINATE FINAL UNIT LOCATIONS AND WEIGHTS (AND ADDITIONAL
UNITS) AND SUBMIT TO CONTRACTING OFFICER FOR REVIEW PRIOR TO
PROCEEDING WITH ANY FABRICATION.
8. JOISTS ARE EQUALLY SPACED BETWEEN COLUMNS, U.N.O.
9. "D=" IN THE JOIST CALLOUTS SIGNIFIES THE ULTIMATE AXIAL LOAD THAT
THE JOISTS AND JOIST SEATS SHOULD BE DESIGNED FOR.
10. P= SIGNIFIES THE ULTIMATE AXIAL REACTION AT EACH END OF THE BEAM.
11.GIRDERS ALONG GRID "A" TO HAVE MAX VERTICAL DEFLECTION OF 1/2 INCH
UNDER TOTAL LOAD. ALL OTHER GIRDER TRUSSES TO BE DESIGNED TO
L/360 MAX VERTICAL DEFLECTION UNDER TOTAL LOAD.
12. "*" INDICATED THAT K JOISTS HAVE 5" BEARING SEAT AT GRIDS F AND G.
13. FOR DRAG CONNECTIONS, RE: 10/S-522.
A B C D E
F G H
M
J K
L N P
Q R S T
U
PLAN
NORTH
4' 8' 16'0'
SCALE: 1/8" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
ROOF FRAMING PLAN NOTES
GRAPHIC SCALE(S)
KEY PLAN
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/5
/2
:2
:3
P
M
C U s e rs \y o h a n n .d it e n g o
\D o c u m e n ts \P
-E n g in e -2
-S y o h a n n .d it e n g o .r v t
SF228
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
T
APB
15216019
JPW YDD
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
S F
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1/8" = 1'-0"
ROOF FRAMING PLAN - AREA T
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
A
M E
N D
M E
N T
T/SLAB
RE: PLAN
T/PIT
RE: PLAN
M A
X
6" EQ EQ 6"
CL
T/SLAB
TRENCH
RE: PLAN
3/16x1x2xCONTINUOUS BENT
PLATE LLH. ANCHOR INTO
CONCRETE W/ 1/2" Ø DBA AT
24" O.C.
MAX
20"
6" SOG, REINF W/ #5 @ 12"
O.C. EW
FLAT STEEL
PLATE TRENCH
COVER
NOTES:
1. AT ALL LOCATIONS WHERE 3 TON FORK LIFTS WILL BE OPERATING AROUND TRENCHES, THE
PLATES MUST BE 3/4" THICK AND A MINIMUM OF 24" WIDE. NO MORE THAN A 6" WIDE x 8"
LONG HOLE SHOULD BE CUT INTO ANY SINGLE PANEL FOR CONDUIT ACCESS.
2. AT ALL LOCATIONS WHERE FORK LIFTS WILL NOT BE OPERATING, THE PLATES MUST BE 1/4" THICK AND A MINIMUM OF 18" WIDE, WITH NO MORE THAN 6" WIDE x 8" LONG HOLE WITH MIN 3" RADIUS AT CORNERS CUT INTO ANY SINGLE PANEL. A 3/4" WIDE x 1/2" THICK CONTINUOUS
SPACER SHOULD BE PLACED BELOW THESE PANELS IN THE ANGLES.
CL
T/SLAB
TRENCH
RE: PLAN
EQ EQ
L TRENCHC
6" EQ EQ 6"
6"
M A
X
MAX
20"
MAX
20"
3/16x1x2xCONTINUOUS BENT
PLATE LLH. ANCHOR INTO
CONCRETE W/ 1/2" Ø DBA AT
24" O.C.
6" SOG, REINF W/ #5 @ 12" O.C. EW
#4 BENT BAR
AT 18" O.C.
(2) #5 HORIZ, EA FACE
FLAT STEEL
PLATE TRENCH
COVER
NOTES:
1. AT ALL LOCATIONS WHERE 3 TON FORK LIFTS WILL BE OPERATING AROUND TRENCHES, THE
PLATES MUST BE 3/4" THICK AND A MINIMUM OF 24" WIDE. NO MORE THAN A 6" WIDE x 8"
LONG HOLE SHOULD BE CUT INTO ANY SINGLE PANEL FOR CONDUIT ACCESS.
2. AT ALL LOCATIONS WHERE FORK LIFTS WILL NOT BE OPERATING, THE PLATES MUST BE 1/4" THICK AND A MINIMUM OF 18" WIDE, WITH NO MORE THAN 6" WIDE x 8" LONG HOLE WITH MIN 3" RADIUS AT CORNERS CUT INTO ANY SINGLE PANEL. A 3/4" WIDE x 1/2" THICK CONTINUOUS
SPACER SHOULD BE PLACED BELOW THESE PANELS IN THE ANGLES.
COMPACTED
GRANULAR
MATL
CMU WALL
RE: ARCH DWGS FOR
LOCATION OF NON-LOAD
BEARING MASONRY
PARTITTIONS
CL
LA
P
S P
LI
C
E
WALL
T/SLAB
RE:PLAN
REINF CONC SLAB-ON-GRADE
RE: PLAN
DOWEL TO MATCH SIZE AND SPACING
OF WALL REINFORCEMENT
CONTRACTORS OPTION: DRILL AND
EPOXY 6" INTO SLAB-ON-GRADE
1"
CMU WALL
RE: ARCH DWGS FOR
LOCATION OF NON-LOAD
BEARING MASONRY
PARTITTIONS
CL WALL
T/SLAB
RE:PLAN
REINF CONC TRENCH
RE: PLAN
STD HOOKED DOWEL TO MATCH SIZE
AND SPACING OF WALL
REINFORCEMENT
CONTRACTORS…
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