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10 11 12 13
V
R
Q.1
P
M
CORRIDOR
CORRIDOR
WORK
CELL
WORK
CELL
WORK
CELL
WORK
CELL
WORK
CELL
WORK
CELL
WORK
CELL
WORK
CELL
Q
MATCHLINE - PL105
MATCHLINE - PL103
M A
T C
H
LI
N E
P
L1
P-8A
Q.7
1" 1"
3/4"
1"
FCO
U.1
WCO
1"
M A
T C
H
LI
N E
P
L1
10"10"
8"8"
O S
D S
D
8"8"
1 2 3 4 5
C
D
B
A
US Army Corps of Engineers
Fort Worth District
M ai n S tr ee t S ui te
V irg in ia
B ea ch , V
A
7.
5.
SHEET
REFERENCE
NUMBER
C o n tr N o W
H
P -1
-D
-0
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R T
W
O R
T H
T
E X
A S
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T
R
IC
T
D w n b y:
D e si g n e d b y:
R e vi e w e d b y:
D a te
S u b m itt e d b y:
S o l N o
C o n tr
N o
R e v.
F ile n a m e
W H
P -1
-D
-0
C
R e v it P ro je c ts
\5 M
T C
F t
H o o d P c w h e e le r.
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:3 :5
P
M
C R e v it P ro je c ts
\5
M
T C
F t H o o d P c w h e e le r.
rv t
/2
/2
:3
:5
P M
P N
F
Y
/2
/2
PL104
P A
R T
IA
L F
L O
O R
P L A
N
A R
E A
'D
B A
T
D T
M
D T
M
M
IS
S
IO
N T
R A
IN
IN
G C
O M
P L E
X
M T
C
F O
R T
H O
O D
T
E X
A S
1/8" = 1'-0"
PARTIAL FLOOR PLAN - AREA 'D'
1. SEE SHEET PL101 FOR CONSTRUCTION NOTES THIS SHEET.
GENERAL NOTES
GRAPHIC SCALE(S)
1/8" = 1' - 0" 0 5' 10' 15' 30'
PLAN
NORTH
A
B
C
D
E
F
G
H
J
L
M
N
PK
KEY PLAN
R E
V
D E
S C
R
IP
T
IO
N T
R A
C K
IN
G
A
C T
IO
N
D A
T E
10 11 12 13
L
K
J
H
G
TECH
CONTROL
MATCHLINE - PL104
MATCHLINE - PL106
M A
T C
H
LI
N E
P
L1
M A
T C
H
LI
N E
P
L1
H.2
FCOM
A
T C
H
LI
N E
P
L1
MATCHLINE - PL110
1"
O S
D S
D
8"8"
1 2 3 4 5
C
D
B
A
US Army Corps of Engineers
Fort Worth District
M ai n S tr ee t S ui te
V irg in ia
B ea ch , V
A
7.
5.
SHEET
REFERENCE
NUMBER
C o n tr N o W
H
P -1
-D
-0
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R T
W
O R
T H
T
E X
A S
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T
R
IC
T
D w n b y:
D e si g n e d b y:
R e vi e w e d b y:
D a te
S u b m itt e d b y:
S o l N o
C o n tr
N o
R e v.
F ile n a m e
W H
P -1
-D
-0
C
R e v it P ro je c ts
\5 M
T C
F t
H o o d P c w h e e le r.
rv t /2
/2
:3 :5
P
M
C R e v it P ro je c ts
\5
M
T C
F t H o o d P c w h e e le r.
rv t
/2
/2
:3
:5
P M
P N
F
Y
/2
/2
PL105
P A
R T
IA
L F
L O
O R
P L A
N
A R
E A
'E
B A
T
D T
M
D T
M
M
IS
S
IO
N T
R A
IN
IN
G C
O M
P L E
X
M T
C
F O
R T
H O
O D
T
E X
A S
1/8" = 1'-0"
PARTIAL FLOOR PLAN - AREA 'E'
1. SEE SHEET PL101 FOR CONSTRUCTION NOTES THIS SHEET.
GENERAL NOTES
GRAPHIC SCALE(S)
1/8" = 1' - 0" 0 5' 10' 15' 30'
PLAN
NORTH
A
B
C
D
E
F
G
H
J
L
M
N
PK
KEY PLAN
R E
V
D E
S C
R
IP
T
IO
N T
R A
C K
IN
G
A
C T
IO
N
D A
10 11 12
F
E
D
C
A.8
A.4
A
CHECK IN
OPEN
OFFICE
EXECUTIVE
CONFERENCE
ROOM
WORK
ROOM
WORK
ROOM
ELEC
OFFICE
TOILET
OFFICE
OFFICE
OFFICE
M A
T C
H
LI
N E
P
L1
M A
T C
H
LI
N E
P
L1
MATCHLINE - PL105
P-1A
P-3A
1 1/2" 1 1/4"
WH-1
B
G G
FCO
3/4" 3" 3" 3/4"
1"
IWH-3
P-4A
P-4A 1"
2"
2"
3/4" 1" 3/4"
8"8"
10"10"
O S
D S
D
DSN
CMB
IMB
1/2"
CMB
IMB
1/2"
IWH-5 IWH-4
WCO
1"
1"
3/4"
3/4"
D D
D
D D
SECURITY
ACCESS
FACILITY
D
D3/4"
3/4"DN
1 2 3 4 5
C
D
B
A
US Army Corps of Engineers
Fort Worth District
M ai n S tr ee t S ui te
V irg in ia
B ea ch , V
A
7.
5.
SHEET
REFERENCE
NUMBER
C o n tr N o W
H
P -1
-D
-0
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R T
W
O R
T H
T
E X
A S
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T
R
IC
T
D w n b y:
D e si g n e d b y:
R e vi e w e d b y:
D a te
S u b m itt e d b y:
S o l N o
C o n tr
N o
R e v.
F ile n a m e
W H
P -1
-D
-0
C
R e v it P ro je c ts
\5 M
T C
F t
H o o d P c w h e e le r.
rv t /2
/2
:3 :5
P
M
C R e v it P ro je c ts
\5
M
T C
F t H o o d P c w h e e le r.
rv t
/2
/2
:3
:5
P M
P N
F
Y
/2
/2
PL106
P A
R T
IA
L F
L O
O R
P L A
N
A R
E A
'F
B A
T
D T
M
D T
M
M
IS
S
IO
N T
R A
IN
IN
G C
O M
P L E
X
M T
C
F O
R T
H O
O D
T
E X
A S
1/8" = 1'-0"
PARTIAL FLOOR PLAN - AREA 'F'
1. SEE SHEET PL101 FOR CONSTRUCTION NOTES THIS SHEET.
1/8" = 1'-0"
SECURITY ACCESS FACILITY
GENERAL NOTES
GRAPHIC SCALE(S)
1/8" = 1' - 0" 0 5' 10' 15' 30'
PLAN
NORTH
A
B
C
D
E
F
G
H
J
L
M
N
PK
KEY PLAN
R E
V
D E
S C
R
IP
T
IO
N T
R A
C K
IN
G
A
C T
IO
N
D A
14 15 16 18
EE
CC
BB
AA
Z
Y
X
W
VEST.
ELEC
OFFICE
WORK
CELL
WORK
CELL
WORK
CELL
WORK
CELL
WORK
CELL
WORK
CELL
VEST.
TR
CORRIDOR
DD
M A
T C
H
LI
N E
P
L1
MATCHLINE - PL108
WH-1
SECURE
ROOM
STORAGE
TR ROOM
DSN25
12"12"
S D
O S
D
10"10"
S D
O S
D
1 1/4"
3/4"
1" 1"
3/4"
1 1/4"
1"
D D D
D
D D
D D
3/4"
1 2 3 4 5
C
D
B
A
US Army Corps of Engineers
Fort Worth District
M ai n S tr ee t S ui te
V irg in ia
B ea ch , V
A
7.
5.
SHEET
REFERENCE
NUMBER
C o n tr N o W
H
P -1
-D
-0
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R T
W
O R
T H
T
E X
A S
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T
R
IC
T
D w n b y:
D e si g n e d b y:
R e vi e w e d b y:
D a te
S u b m itt e d b y:
S o l N o
C o n tr
N o
R e v.
F ile n a m e
W H
P -1
-D
-0
C
R e v it P ro je c ts
\5 M
T C
F t
H o o d P c w h e e le r.
rv t /2
/2
:3 :5
P
M
C R e v it P ro je c ts
\5
M
T C
F t H o o d P c w h e e le r.
rv t
/2
/2
:3
:5
P M
P N
F
Y
/2
/2
PL107
P A
R T
IA
L F
L O
O R
P L A
N
A R
E A
'G
B A
T
D T
M
D T
M
M
IS
S
IO
N T
R A
IN
IN
G C
O M
P L E
X
M T
C
F O
R T
H O
O D
T
E X
A S
1/8" = 1'-0"
PARTIAL FLOOR PLAN - AREA 'G'
1. SEE SHEET PL101 FOR CONSTRUCTION NOTES THIS SHEET.
GENERAL NOTES
GRAPHIC SCALE(S)
1/8" = 1' - 0" 0 5' 10' 15' 30'
PLAN
NORTH
A
B
C
D
E
F
G
H
J
L
M
N
PK
KEY PLAN
R E
V
D E
S C
R
IP
T
IO
N T
R A
C K
IN
G
A
C T
IO
N
D A
14 15 16
V
R
Q.1
P
M
CORRIDOR
WORK
CELL
CORRIDOR
WORK
CELL
WORK
CELL
WORK
CELL
WORK
CELL
WORK
CELL
WORK
CELL
CORRIDOR
Q
MATCHLINE - PL107
MATCHLINE - PL109
M A
T C
H
LI
N E
P
L1
P-8A
Q.7
3"
M A
T C
H
LI
N E
P
L1
U.1
WCO
FCO
1" 1"
1 1/4"
1 1/4"
10"10"
8"8"
S D
O S
D
1 2 3 4 5
C
D
B
A
US Army Corps of Engineers
Fort Worth District
M ai n S tr ee t S ui te
V irg in ia
B ea ch , V
A
7.
5.
SHEET
REFERENCE
NUMBER
C o n tr N o W
H
P -1
-D
-0
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R T
W
O R
T H
T
E X
A S
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T
R
IC
T
D w n b y:
D e si g n e d b y:
R e vi e w e d b y:
D a te
S u b m itt e d b y:
S o l N o
C o n tr
N o
R e v.
F ile n a m e
W H
P -1
-D
-0
C
R e v it P ro je c ts
\5 M
T C
F t
H o o d P c w h e e le r.
rv t /2
/2
:3 :5
P
M
C R e v it P ro je c ts
\5
M
T C
F t H o o d P c w h e e le r.
rv t
/2
/2
:3
:5
P M
P N
F
Y
/2
/2
PL108
P A
R T
IA
L F
L O
O R
P L A
N
A R
E A
'H
B A
T
D T
M
D T
M
M
IS
S
IO
N T
R A
IN
IN
G C
O M
P L E
X
M T
C
F O
R T
H O
O D
T
E X
A S
1/8" = 1'-0"
PARTIAL FLOOR PLAN - AREA 'H'
1. SEE SHEET PL101 FOR CONSTRUCTION NOTES THIS SHEET.
GENERAL NOTES
GRAPHIC SCALE(S)
1/8" = 1' - 0" 0 5' 10' 15' 30'
PLAN
NORTH
A
B
C
D
E
F
G
H
J
L
M
N
PK
KEY PLAN
R E
V
D E
S C
R
IP
T
IO
N T
R A
C K
IN
G
A
C T
IO
N
D A
14 15 16
L
K
J
H
G
COMPUTER
REPAIR
ROOM
NIPR TR
SIPR TR
MCER
ESS
STORAGE
ELEC.
ROOM
TR ROOM
SECURITY
STORAGE
CORRIDOR
CORRIDOR
MATCHLINE - PL108
MATCHLINE - PL110
M A
T C
H
LI
N E
P
L1
M A
T C
H
LI
N E
P
L1
P-8A
H.2
3"
3"
3"
M A
T C
H
LI
N E
P
L1
WCO
FCO
8"8"
S D
O S
D
TP
FD-1
19 19 19
19 19 19
3/4"
3/4"
1 1/4"
3/4" 3/4" 3/4" 3/4"
2"
3/4"
3/4"
3/4"3/4"3/4"
1" 1 1/4"
1 1/4"1"
1"
3/4"
D
D
D
D D
D D
DD
D
D
D D
D
D
D
DD
D D D
D 2"
G G
G
1 2 3 4 5
C
D
B
A
US Army Corps of Engineers
Fort Worth District
M ai n S tr ee t S ui te
V irg in ia
B ea ch , V
A
7.
5.
SHEET
REFERENCE
NUMBER
C o n tr N o W
H
P -1
-D
-0
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R T
W
O R
T H
T
E X
A S
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T
R
IC
T
D w n b y:
D e si g n e d b y:
R e vi e w e d b y:
D a te
S u b m itt e d b y:
S o l N o
C o n tr
N o
R e v.
F ile n a m e
W H
P -1
-D
-0
C
R e v it P ro je c ts
\5 M
T C
F t
H o o d P c w h e e le r.
rv t /2
/2
:3 :5
P
M
C R e v it P ro je c ts
\5
M
T C
F t H o o d P c w h e e le r.
rv t
/2
/2
:3
:5
P M
P N
F
Y
/2
/2
PL109
P A
R T
IA
L F
L O
O R
P L A
N
A R
E A
'J
B A
T
D T
M
D T
M
M
IS
S
IO
N T
R A
IN
IN
G C
O M
P L E
X
M T
C
F O
R T
H O
O D
T
E X
A S
1/8" = 1'-0"
PARTIAL FLOOR PLAN - AREA 'J'
1. SEE SHEET PL101 FOR CONSTRUCTION NOTES THIS SHEET.
GENERAL NOTES
GRAPHIC SCALE(S)
1/8" = 1' - 0" 0 5' 10' 15' 30'
PLAN
NORTH
A
B
C
D
E
F
G
H
J
L
M
N
PK
KEY PLAN
R E
V
D E
S C
R
IP
T
IO
N T
R A
C K
IN
G
A
C T
IO
N
D A
13 14 15 16
E
D
C
A.8
A.4
A
TR ROOM
TOILET
CONFERENCE
CONFERENCE
MAIN
CONFERENCE
BREAK
ROOM
143A
OFFICE
OFFICE
CONTRACT
OFFICES
CORRIDOR
MATCHLINE - PL109
M A
T C
H
LI
N E
P
L1
M A
T C
H
LI
N E
P
L1
P-1A
P-3A
1 1/2"
IWH-1
IWH-2
1 1/4"
3" 3"
3/4"
4"
B
GG
G
1"
MATCHLINE - PL105
8"8"
10"10"
S D
O S
D
DSN
1" 3/4"
3/4" 1/2"
WCO
2"
1"
2"
2"
2"
CMB
D
D
D
D
IMB
3" 3/4"
1 1/4"
1 2 3 4 5
C
D
B
A
US Army Corps of Engineers
Fort Worth District
M ai n S tr ee t S ui te
V irg in ia
B ea ch , V
A
7.
5.
SHEET
REFERENCE
NUMBER
C o n tr N o W
H
P -1
-D
-0
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R T
W
O R
T H
T
E X
A S
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T
R
IC
T
D w n b y:
D e si g n e d b y:
R e vi e w e d b y:
D a te
S u b m itt e d b y:
S o l N o
C o n tr
N o
R e v.
F ile n a m e
W H
P -1
-D
-0
C
R e v it P ro je c ts
\5 M
T C
F t
H o o d P c w h e e le r.
rv t /2
/2
:3 :5
P
M
C R e v it P ro je c ts
\5
M
T C
F t H o o d P c w h e e le r.
rv t
/2
/2
:3
:5
P M
P N
F
Y
/2
/2
PL110
P A
R T
IA
L F
L O
O R
P L A
N
A R
E A
'K
B A
T
D T
M
D T
M
M
IS
S
IO
N T
R A
IN
IN
G C
O M
P L E
X
M T
C
F O
R T
H O
O D
T
E X
A S 1/8" = 1'-0"
PARTIAL FLOOR PLAN - AREA 'K'
1. SEE SHEET PL101 FOR CONSTRUCTION NOTES THIS SHEET.
GENERAL NOTES
GRAPHIC SCALE(S)
1/8" = 1' - 0" 0 5' 10' 15' 30'
PLAN
NORTH
A
B
C
D
E
F
G
H
J
L
M
N
PK
KEY PLAN
R E
V
D E
S C
R
IP
T
IO
N T
R A
C K
IN
G
A
C T
IO
N
D A
18 19 20 21 22
R
Q.1
P
M
L
K
J
SAT ESS
ELEC
OFFICE
OFFICE
STORAGE
CAGED
STORAGE
OFFICE
WATER
HEATER
MUD ROOM
RTOC
JANITOR
MALE
LATRINE
RTOC
CORRIDOR
Q
FEMALE
LATRINE
M A
T C
H
LI
N E
P
L1
M A
T C
H
LI
N E
P
L1
MATCHLINE - PL112
P-404
Q.7
1"
M A
T C
H
LI
N E
P
L1
1"
FCO
FCO
FD-3
FD-3 BOOT WASH SEE CIVIL
CI503 FOR DETAIL.
3/4"
VALVE BOX. SEE P-402
FOR CONTINUATION.FD-3
D D
1 1/4"
1 2 3 4 5
C
D
B
A
US Army Corps of Engineers
Fort Worth District
M ai n S tr ee t S ui te
V irg in ia
B ea ch , V
A
7.
5.
SHEET
REFERENCE
NUMBER
C o n tr N o W
H
P -1
-D
-0
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R T
W
O R
T H
T
E X
A S
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T
R
IC
T
D w n b y:
D e si g n e d b y:
R e vi e w e d b y:
D a te
S u b m itt e d b y:
S o l N o
C o n tr
N o
R e v.
F ile n a m e
W H
P -1
-D
-0
C
R e v it P ro je c ts
\5 M
T C
F t
H o o d P c w h e e le r.
rv t /2
/2
:3 :5
P
M
C R e v it P ro je c ts
\5
M
T C
F t H o o d P c w h e e le r.
rv t
/2
/2
:3
:5
P M
P N
F
Y
/2
/2
PL111
P A
R T
IA
L F
L O
O R
P L A
N
A R
E A
'L
B A
T
D T
M
D T
M
M
IS
S
IO
N T
R A
IN
IN
G C
O M
P L E
X
M T
C
F O
R T
H O
O D
T
E X
A S
1/8" = 1'-0"
PARTIAL FLOOR PLAN - AREA 'L'
1. SEE SHEET PL101 FOR CONSTRUCTION NOTES THIS SHEET.
GENERAL NOTES
GRAPHIC SCALE(S)
1/8" = 1' - 0" 0 5' 10' 15' 30'
PLAN
NORTH
A
B
C
D
E
F
G
H
J
L
M
N
PK
KEY PLAN
R E
V
D E
S C
R
IP
T
IO
N T
R A
C K
IN
G
A
C T
IO
N
D A
19 20 21 22
J
H
G
F
E
D
C
STORAGE
130MECHANICAL
FIRE PUMP
STAIR
OFFICE
RECYCLED
STORAGE
CAGED
STORAGE
CAGED
STORAGE
OFFICE
AV
STORAGE
STORAGE
AAR
CORRIDOR
MAIN ELEC
CORRIDOR
CORRIDOR
MATCHLINE - PL111
M A
T C
H
LI
N E
P
L1
M A
T C
H
LI
N E
P
L1
P-405
H.2
4"
1" 4"
23/4"
B
G G
M A
T C
H
LI
N E
P
L1
1"
3/4" 3/4"
1"
D D
D
1 1/4"1 1/4"
1 2 3 4 5
C
D
B
A
US Army Corps of Engineers
Fort Worth District
M ai n S tr ee t S ui te
V irg in ia
B ea ch , V
A
7.
5.
SHEET
REFERENCE
NUMBER
C o n tr N o W
H
P -1
-D
-0
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R T
W
O R
T H
T
E X
A S
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T
R
IC
T
D w n b y:
D e si g n e d b y:
R e vi e w e d b y:
D a te
S u b m itt e d b y:
S o l N o
C o n tr
N o
R e v.
F ile n a m e
W H
P -1
-D
-0
C
R e v it P ro je c ts
\5 M
T C
F t
H o o d P c w h e e le r.
rv t /2
/2
:3 :0
P
M
C R e v it P ro je c ts
\5
M
T C
F t H o o d P c w h e e le r.
rv t
/2
/2
:3
:0
P M
P N
F
Y
/2
/2
PL112
P A
R T
IA
L F
L O
O R
P L A
N
A R
E A
'M
B A
T
D T
M
D T
M
M
IS
S
IO
N T
R A
IN
IN
G C
O M
P L E
X
M T
C
F O
R T
H O
O D
T
E X
A S
1/8" = 1'-0"
PARTIAL FLOOR PLAN - AREA 'M'
1. SEE SHEET PL101 FOR CONSTRUCTION NOTES THIS SHEET.
GENERAL NOTES
GRAPHIC SCALE(S)
1/8" = 1' - 0" 0 5' 10' 15' 30'
PLAN
NORTH
A
B
C
D
E
F
G
H
J
L
M
N
PK
KEY PLAN
R E
V
D E
S C
R
IP
T
IO
N T
R A
C K
IN
G
A
C T
IO
N
D A
23 24 25 26 27
Q.1
P
M
L
K
J
ELEC.ROOM
TR ROOM
RTOC
RTOC
RTOC
RTOC
RTOC
RTOC
CORRIDOR
Q
M A
T C
H
LI
N E
P
L1
P-8A
Q.7
1"
WH-1
1"
27.8
FCO WCO
1/2"
3/4"
3/4"
1"
1"
D
D
D
D
D
1 2 3 4 5
C
D
B
A
US Army Corps of Engineers
Fort Worth District
M ai n S tr ee t S ui te
V irg in ia
B ea ch , V
A
7.
5.
SHEET
REFERENCE
NUMBER
C o n tr N o W
H
P -1
-D
-0
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R T
W
O R
T H
T
E X
A S
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T
R
IC
T
D w n b y:
D e si g n e d b y:
R e vi e w e d b y:
D a te
S u b m itt e d b y:
S o l N o
C o n tr
N o
R e v.
F ile n a m e
W H
P -1
-D
-0
C
R e v it P ro je c ts
\5 M
T C
F t
H o o d P c w h e e le r.
rv t /2
/2
:3 :0
P
M
C R e v it P ro je c ts
\5
M
T C
F t H o o d P c w h e e le r.
rv t
/2
/2
:3
:0
P M
P N
F
Y
/2
/2
PL113
P A
R T
IA
L F
L O
O R
P L A
N
A R
E A
'N
B A
T
D T
M
D T
M
M
IS
S
IO
N T
R A
IN
IN
G C
O M
P L E
X
M T
C
F O
R T
H O
O D
T
E X
A S
1/8" = 1'-0"
PARTIAL FLOOR PLAN - AREA 'N'
1. SEE SHEET PL101 FOR CONSTRUCTION NOTES THIS SHEET.
GENERAL NOTES
GRAPHIC SCALE(S)
1/8" = 1' - 0" 0 5' 10' 15' 30'
PLAN
NORTH
A
B
C
D
E
F
G
H
J
L
M
N
PK
KEY PLAN
R E
V
D E
S C
R
IP
T
IO
N T
R A
C K
IN
G
A
C T
IO
N
D A
23 24 25 26
E
D
C
DISINTEGRATOR
TRAINING
SUPPLY
STORAGE
M A
T C
H
LI
N E
P
L1
B
STORAGE
CORRIDOR
1271"
WH-1
1 2 3 4 5
C
D
B
A
US Army Corps of Engineers
Fort Worth District
M ai n S tr ee t S ui te
V irg in ia
B ea ch , V
A
7.
5.
SHEET
REFERENCE
NUMBER
C o n tr N o W
H
P -1
-D
-0
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R T
W
O R
T H
T
E X
A S
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T
R
IC
T
D w n b y:
D e si g n e d b y:
R e vi e w e d b y:
D a te
S u b m itt e d b y:
S o l N o
C o n tr
N o
R e v.
F ile n a m e
W H
P -1
-D
-0
C
R e v it P ro je c ts
\5 M
T C
F t
H o o d P c w h e e le r.
rv t /2
/2
:3 :0
P
M
C R e v it P ro je c ts
\5
M
T C
F t H o o d P c w h e e le r.
rv t
/2
/2
:3
:0
P M
P N
F
Y
/2
/2
PL114
P A
R T
IA
L F
L O
O R
P L A
N
A R
E A
'P
B A
T
D T
M
D T
M
M
IS
S
IO
N T
R A
IN
IN
G C
O M
P L E
X
M T
C
F O
R T
H O
O D
T
E X
A S
1/8" = 1'-0"
PARTIAL FLOOR PLAN - AREA 'P'
1. SEE SHEET PL101 FOR CONSTRUCTION NOTES THIS SHEET.
GENERAL NOTES
GRAPHIC SCALE(S)
1/8" = 1' - 0" 0 5' 10' 15' 30'
PLAN
NORTH
A
B
C
D
E
F
G
H
J
L
M
N
PK
KEY PLAN
R E
V
D E
S C
R
IP
T
IO
N T
R A
C K
IN
G
A
C T
IO
N
D A
1 2 3 4 5 6 7 9 10 11 12 13 14 15 16
U
T
S
R
Q.1
P
N
M
L
K
J
H
G
F
E
D
C
A.8
A.4
A
Q
H.2
Q.7
2"
3"
3"
3"
VTR
VTR
VTR
VTR
VTR
B
U.1
RH-1
6"
6"
6"6"
S
LO
P E
S
LO
P E
6"
6" 6"
6"
6"
6"6"
6"
SLOPE SLOPE
VTR
VTR
6"
6"
6"
6"
RD-1
OD-1
OD-1RD-1 OD-1RD-1
3"
OD-1RD-1 OD-1
RD-1
2"
RD-1
OD-1
OD-1
RD-1
OD-1
RD-1
RH-1
MATCHLINE - PL116
M A
T C
H
LI
N E
P
L1
M A
T C
H
LI
N E
P
L1
OD-1
RD-1
3"
3"
23 DSN
DSN
3"3"
VTR2"
3"
1 2 3 4 5
C
D
B
A
US Army Corps of Engineers
Fort Worth District
M ai n S tr ee t S ui te
V irg in ia
B ea ch , V
A
7.
5.
SHEET
REFERENCE
NUMBER
C o n tr N o W
H
P -1
-D
-0
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R T
W
O R
T H
T
E X
A S
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T
R
IC
T
D w n b y:
D e si g n e d b y:
R e vi e w e d b y:
D a te
S u b m itt e d b y:
S o l N o
C o n tr
N o
R e v.
F ile n a m e
W H
P -1
-D
-0
C
R e v it P ro je c ts
\5 M
T C
F t
H o o d P c w h e e le r.
rv t /2
/2
:3 :0
P
M
C R e v it P ro je c ts
\5
M
T C
F t H o o d P c w h e e le r.
rv t
/2
/2
:3
:0
P M
P N
F
Y
/2
/2
PL115
P A
R T
IA
L R
O O
F P
L A
N
B A
T
D T
M
D T
M
M
IS
S
IO
N T
R A
IN
IN
G C
O M
P L E
X
M T
C
F O
R T
H O
O D
T
E X
A S
1/16" = 1'-0"
PARTIAL ROOF PLAN
1. SEE SHEET PL101 FOR CONSTRUCTION NOTES THIS SHEET.
GENERAL NOTES
GRAPHIC SCALE(S)
1/16" = 1' - 0" 0 5' 10' 20' 30' 60'
PLAN
NORTH
A
B
C
D
E
F
G
H
J
L
M
N
PK
KEY PLAN
R E
V
D E
S C
R
IP
T
IO
N T
R A
C K
IN
G
A
C T
IO
N
D A
10 11 12 13 14 15 16
EE
CC
BB
AA
Z
Y
X
W
V
R
Q.1
P
Q
DD
Q.7
2"
RH-1
VTR2"VTR
U.1
6"
6"
6"
6"
RD-1
OD-1
RD-1
OD-1
RD-1
OD-1
RD-1
OD-1
RD-1
OD-1
6"
6"
RD-1
OD-1RH-1
MATCHLINE - PL115
M A
T C
H
LI
N E
P
L1
M A
T C
H
LI
N E
P
L1
6"
6"
6"
6"
6"
6"
1 2 3 4 5
C
D
B
A
US Army Corps of Engineers
Fort Worth District
M ai n S tr ee t S ui te
V irg in ia
B ea ch , V
A
7.
5.
SHEET
REFERENCE
NUMBER
C o n tr N o W
H
P -1
-D
-0
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R T
W
O R
T H
T
E X
A S
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T
R
IC
T
D w n b y:
D e si g n e d b y:
R e vi e w e d b y:
D a te
S u b m itt e d b y:
S o l N o
C o n tr
N o
R e v.
F ile n a m e
W H
P -1
-D
-0
C
R e v it P ro je c ts
\5 M
T C
F t
H o o d P c w h e e le r.
rv t /2
/2
:3 :0
P
M
C R e v it P ro je c ts
\5
M
T C
F t H o o d P c w h e e le r.
rv t
/2
/2
:3
:0
P M
P N
F
Y
/2
/2
PL116
P A
R T
IA
L R
O O
F P
L A
N
B A
T
D T
M
D T
M
M
IS
S
IO
N T
R A
IN
IN
G C
O M
P L E
X
M T
C
F O
R T
H O
O D
T
E X
A S
1/16" = 1'-0"
PARTIAL ROOF PLAN
1. SEE SHEET PL101 FOR CONSTRUCTION NOTES THIS SHEET.
GENERAL NOTES
GRAPHIC SCALE(S)
1/16" = 1' - 0" 0 5' 10' 20' 30' 60'
PLAN
NORTH
A
B
C
D
E
F
G
H
J
L
M
N
PK
KEY PLAN
R E
V
D E
S C
R
IP
T
IO
N T
R A
C K
IN
G
A
C T
IO
N
D A
18 19 20 21 22 23 24 25 26 27
R
Q.1
P
M
L
K
J
H
G
F
E
D
C
Q
H.2
Q.7
B
27.8
VTR3"
3" VTR
RH-1
2" VTR
3" VTR
M A
T C
H
LI
N E
P
L1
M A
T C
H
LI
N E
P
L1
RH-1
1 2 3 4 5
C
D
B
A
US Army Corps of Engineers
Fort Worth District
M ai n S tr ee t S ui te
V irg in ia
B ea ch , V
A
7.
5.
SHEET
REFERENCE
NUMBER
C o n tr N o W
H
P -1
-D
-0
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R T
W
O R
T H
T
E X
A S
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T
R
IC
T
D w n b y:
D e si g n e d b y:
R e vi e w e d b y:
D a te
S u b m itt e d b y:
S o l N o
C o n tr
N o
R e v.
F ile n a m e
W H
P -1
-D
-0
C
R e v it P ro je c ts
\5 M
T C
F t
H o o d P c w h e e le r.
rv t /2
/2
:3 :0
P
M
C R e v it P ro je c ts
\5
M
T C
F t H o o d P c w h e e le r.
rv t
/2
/2
:3
:0
P M
P N
F
Y
/2
/2
PL117
P A
R T
IA
L R
O O
F P
L A
N
B A
T
D T
M
D T
M
M
IS
S
IO
N T
R A
IN
IN
G C
O M
P L E
X
M T
C
F O
R T
H O
O D
T
E X
A S
1/16" = 1'-0"
PARTIAL ROOF PLAN
1. SEE SHEET PL101 FOR CONSTRUCTION NOTES THIS SHEET.
GENERAL NOTES
GRAPHIC SCALE(S)
1/16" = 1' - 0" 0 5' 10' 20' 30' 60'
PLAN
NORTH
A
B
C
D
E
F
G
H
J
L
M
N
PK
KEY PLAN
R E
V
D E
S C
R
IP
T
IO
N T
R A
C K
IN
G
A
C T
IO
N
D A
LED LIGHTING FIXTURE ( INDICATES BRACKET, WALL
MOUNTED FIXTURES). 'a' SUBSCRIPT INDICATES DAY LIGHTING
CONTROL. 'Z1' INDICATES LIGHTING CONTROL ZONE, SEE
LIGHTING CONTROL DETAILS SHEET EL506 - EL511.
EXIT LIGHTING FIXTURE. ARROW, WHEN USED, INDICATES DIRECTION.
( INDICATES BRACKET, WALL MOUNTED FIXTURES). FILLED IN
QUADRANT(s) OF SYMBOL INDICATES NUMBER AND ORIENTATION OF
ILLUMINATED FACES. (SEE LEGEND NOTE 3)
SINGLE POLE SWITCH, 20 A, 120/277 V. MOUNT 48" AFF
UON. 'N' INDICATES NITE LIGHT SWITCH.
DUPLEX CONVENIENCE RECEPTACLE, 20 A, 125 VAC, MOUNT +18" AFF UON.
"WP" INDICATES WEATHERPROOF OUTLET. "GFI" INDICATES RECEPTACLE WITH
INTERNAL GROUND FAULT PROTECTION. "T" INDICATES TOP RECEPTACLE
SWITCHED BOTTOM RECEPTACLE ALWAYS ON, SEE DETAIL 'C4' ON SHEET
EP503. "TV" INDICATED TV RECEPTACLE, MOUNT +60" AFF, UON.
RECEPTACLE AS NOTED ABOVE BUT, MOUNT 48" AFF OR 6" ABOVE
BACKSPLASH OR COUNTER TOP WHERE COUNTER IS INDICATED.
DESCRIPTIONSYMBOL
LIGHTINGPROVIDE
CLASS 2 DIMMER SWITCH. MOUNT 48" AFF UON.
POWER DEVICES
SPECIAL PURPOSE RECEPTACLE. NEMA CONFIGURATION AS NOTED.
EQUIPMENT CONNECTIONS
EQUIPMENT CONNECTION AS NOTED
JUNCTION BOX
DESCRIPTIONSYMBOL
DISTRIBUTION
PANELBOARD - 208Y/120V
DRY TYPE TRANSFORMER, SIZE AS INDICATED ON SINGLE LINE.
'TMDL' INDICATED TRANSFORMER NAME. PROVIDE
HOUSEKEEPING PAD 4" BEYOND EQUIPENT OUTLINE AND
3 1/2" THICK, UON.
PANELBOARD - 480Y/277V
WIRE, CONDUIT AND RACEWAY
BRANCH CIRCUIT OR FEEDER WIRING IN CONDUIT. INDICATE 2
#12 CONDUCTORS & 1 #12 GND. IN 1/2" CONDUIT UON.
CONDUIT LARGER THAN 1/2" & WIRE LARGER THAN #12 SHALL
BE AS INDICATED. (SEE LEGEND NOTE 1)
INDICATES A EMPTY CONDUIT WITH PULL WIRE RUN CONCEALED IN
CEILING, WALL, FLOOR, OR ABOVE SUSPENDED CEILING UON.
HOMERUNS TO PANEL. PANEL AND CIRCUIT DESIGNATIONS
AS INDICATED. (SEE LEGEND NOTE 2)
CONDUIT TURNED DOWN
CONDUIT TURNED UP
L2A-1,3
GENERAL
NOTE REFERENCE - TYPICALLY LOCATED ON SAME SHEET
WHERE SYMBOL IS USED.
FOUR-WAY SWITCH, 20 A, 120/277 V. MOUNT 48" AFF UON.
'N' INDICATES NITE LIGHT SWITCH.
OCCUPANCY SENSOR CONTROLLER 120/277V, WALL MOUNT 48" AFF
UON. 'N' INDICATES NITE LIGHT SWITCH.
MOTOR CONNECTION AS NOTED.
EQUIPMENT TAG - SEE EQUIPMENT CONNECTION SCHEDULE SHEET EP601.
QUADRUPLEX CONVENIENCE RECEPTACLE MOUNTED IN TWO-
GANG OUTLET BOX - EACH RATED 20A, 125 VOLTS WITH SINGLE
COVER PLATE, MOUNT 18" AFF, UON. "T" INDICATES TOP
RECEPTACLE SWITCHED BOTTOM RECEPTACLE ALWAYS ON,
SEE DETAIL 'C4' ON SHEET EP503.
SINGLE OUTLET - 30A, 2P, 3W, 250VAC, NEMA 6-30 WITH
MATCHING PLUG.
LIGHTING FIXTURE TYPE, SEE LIGHTING FIXTURE SCHEDULE ON SHEET
EL501 AND SITE LIGHTING FIXTURE SCHEDULE ON SHEET ES501.
A
LED LIGHTING FIXTURE CONNECTED TO CENTRAL
EMERGENCY LIGHTING INVERTER, UON. ( INDICATES
BRACKET, WALL MOUNTED FIXTURES). 'a' SUBSCRIPT
INDICATES DAY LIGHTING CONTROL. 'NL' INDICATES NIGHT
LIGHT. (SEE LEGEND NOTE 3). 'Z1' INDICATES LIGHTING
CONTROL DIMMING ZONE, SEE LIGHTING CONTROL DETAILS
SHEET EL506 - EL511.
THREE-WAY SWITCH, 20 A, 120/277 V. MOUNT 48" AFF UON.
'N' INDICATES NITE LIGHT SWITCH.
OCCUPANCY SENSOR CONTROLLER, CEILING MOUNTED ('IR' INDICATES
INFRARED AND 'US' INDICATES ULTRASONIC). MOUNT 8'-0" AFF, UON.
'H' INDICATES HIGH BAY PIR TYPE WITH POWER MODULE.
PHOTO-ELECTRIC SWITCH
FLUSH FLOOR DOUBLE DUPLEX RECEPTACLE, 20 A, 125 VAC.
SEE DETAIL 'C3' ON SHEET EP503.
MOTOR RATED SWITCH
DISCONNECT SWITCH, SEE EQUIPMENT CONNECTION
SCHEDULE SHEET EP601.
DISCONNECT SWITCH FURNISHED INTEGRAL WITH EQUIPMENT,
SEE EQUIPMENT CONNECTION SCHEDULE SHEET EP601.
ROOM NUMBER.
N
N
N
D
P
E
J
M
M
VARIABLE FREQUENCY DRIVE CONNECTION (DRIVE FURNISHED
WITH EQUIPMENT)
PUSH BUTTON
PROVIDE
CONDUIT SEAL
C2 CLASS 2 LIGHTING CONTROL CIRCUIT.
100-4X FEEDER DESIGNATION. FOR FEEDER SCHEDULE, SEE SHEET
EP703.DUPLEX RECEPTACLE , 20 A, 125 VAC, FOR CEILING PROJECTOR
POWER CONNECTION. PROVIDE RECEPTACLE MOUNTED ON
OVERHEAD METAL FRAMING SYSTEM FOR EXPOSED CEILING
LOCATIONS. CONDITION WHERE PROJECTOR IS MOUNTED TO A
FINISHED CEILING PROVIDE SURFACE MOUNTED RECEPTACLE
OUTLET ON ABOVE CEILING SYSTEM.
P
SITE
UP
US
ELECTRICAL UNDERGROUND PRIMARY. SEE DETAIL 'A1' ON SHEET ES501.
ELECTRICAL UNDERGROUND SECONDARY. SEE DETAIL 'A3' ON SHEET ES501.
OH
EOH
ELECTRICAL OVERHEAD.
EXISTING ELECTRICAL OVERHEAD.
EXISTING ELECTRICAL OVERHEAD POLE.
ELECTRICAL OVERHEAD POLE.
ELECTRICAL MANHOLE.
E
DESCRIPTIONSYMBOL
DUPLEX RECEPTACLE WITH INTERNAL GROUND FAULT
PROTECTION FOR ELECTRIC WATER COOLER, 20 A, 125 VAC,
MOUNT +25" AFF UON.
LIGHTNING PROTECTIONPROVIDE
LIGHTNING PROTECTION SYSTEM AIR TERMINAL. SEE DETAIL 'C2'
ON SHEET EG501.
R LIGHTNING PROTECTION SYSTEM ROOF CONDUCTOR.
D LIGHTNING PROTECTION SYSTEM MAIN DOWN CONDUCTOR
THRU COLUMN. SEE DETAILS 'A1' ON SHEET EG502.
G EARTH ELECTRODE SUBSYSTEM CONDUCTOR.
A
DRIVEN GROUND ROD - 3/4" DIA. X 10'-0".
GROUND ROD WITH INSPECTION PIT. SEE DETAIL 'A1' ON SHEET EG104.
LIGHTNING PROTECTION SYSTEM ADHESIVE AIR TERMINAL. SEE
DETAIL 'C5' ON SHEET EG501.
A S
OS
DL DAY LIGHTING SENSOR, CEILING MOUNTED, SUBSCRIPT 'a'
INDICATES DAY LIGHT CONTROL.
CLASS 2 MOMENTARY SWITCH. MOUNT 48" AFF UON.L
OS
N a a
ROOM CONTROLLER, MOUNT ABOVE CEILING. 'E' INDICATES EMERGENCY
ROOM CONTROLLER. REFER TO SHEETS EL506 - EL511 FOR CLASS 2
WIRING PLANS.
RC
E
ENCLOSED CIRCUIT BREAKERC
LOCKING DUPLEX RECEPTACLE, 20A, 125 VAC, MOUNT ON
TELECOM RACK RUNWAY.
ELECTRICAL SITE LIGHTING POLE. 'T1' INDICATES LIGHTING FIXTURE
TYPE, SEE LIGHTING FIXTURE SCHEDULE ON SHEET ES501.T1
RTU-01
LIGHTNING PROTECTION SYSTEM PARAPET MOUNTED AIR TERMINAL. SEE
DETAIL 'C3' ON SHEET EG501.
A P
EOC EXISTING COMMUNICATION OVERHEAD POWER.
ELECTRICAL SINGLE-LINE (SHEETS EP701-EP703)
TRANSFORMER
SECONDARY TAP WHERE INDICATED ON SINGLE LINE DIAGRAM
SPD SURGE PROTECTIVE DEVICE
SECONDARY
PRIMARY
BD BUS DUCT
VFD
ENCLOSED CIRCUIT BREAKER
FUSED DISCONNECT SAFETY SWITCH FOR SIZE AND CHARACTERISTICS SEE
EQUIPMENT CONNECTION SCHEDULE EP601, UON.
TMDL
T
GFI
WP
T
JUNCTION BOX WITH J-HOOK AND POWER REEL/OUTLET, SEE
DETAIL 'A1' ON SHEET EP503.
J R
GROUND TOC PAD CONNECTION PIT, SEE DETAIL 'A3' ON SHEET EG501.
W
OS OCCUPANCY SENSOR CONTROLLER, SURFACE MOUNTED ('IR' INDICATES
INFRARED AND 'US' INDICATES ULTRASONIC). MOUNT 8'-0" AFF, UON.
SYSTEMS FURNITURE BRANCH CIRCUIT IN CONDUIT.
INDICATES 3 #12 CONDUCTORS, 3 #12 NEUTRALS & 1 #12
GND. IN 1/2" CONDUIT, UON.
SF
FLUSH FLOOR DUPLEX RECEPTACLE, 20 A, 125 VAC. SEE
DETAIL 'C2' ON SHEET EP503.
NL
E
EMERGENCY BATTERY UNIT. (SEE LEGEND NOTE 3)
Z1
Z1
POWER PACK, MOUNT ABOVE CEILING. 'E' INDICATES EMERGENCY
PROVIDE UL924 DEVICE FOR SWITCHING. 'D' INDICATES PROVIDING
DIMMING FOR DAYLIGHT SENSOR. REFER TO SHEETS EL506 - EL511
FOR CLASS 2 WIRING PLANS.
PP
E
D
IR
US
IR
US
EL UNDERGROUND LIGHTING. INDICATES 3 #10 CONDUCTORS & 1 #10 GND.
IN 1" CONDUIT UON. SEE DETAIL 'A4' ON SHEET ES501.
a
BOND - EXOTHERMIC WELD OR MECHANICAL
UP2 ELECTRICAL UNDERGROUND PRIMARY. SEE DETAIL 'A2' ON SHEET ES501.
TV
GROUND BAR
ELECTRICAL SITE LIGHTING ON EXISTING POLE. 'T1' INDICATES LIGHTING
FIXTURE TYPE, SEE LIGHTING FIXTURE SCHEDULE ON SHEET ES501.T1
H
CROSS HATCHING INDICATES REMOVE INDICATED DEVICE OR CIRCUIT.
EUC EXISTING COMMUNICATION UNDERGROUND COMMUNICATIONS.
UC COMMUNICATION UNDERGROUND PRIMARY.
EXISTING SITE LIGHTING POLE WITH FLOOD LIGHTING.
DISCONNECT SWITCH FOR SIZE SEE EQUIPMENT CONNECTION
SCHEDULE EP601, UON.
DISCONNECT SWITCH FURNISHED INTEGRAL WITH EQUIPMENT,
SEE EQUIPMENT CONNECTION SCHEDULE EP601.
(LEGEND NOTE 4)
D NON-FUSED HEAVY DUTY 200 AMP SAFTEY SWITCH WITH SOLID NEUTRAL AND
GROUND LUG. PROVIDE A 2" RAINPROOF HUB ON BOTTOM OF SWITCH.
PROVIDE SHORT NIPPLE AND 2" PIPE CAP. SEE DETAIL 'A1' AND 'A2' ON SHEET
T-503 FOR MOUNTING LOCATION. SEE DETAIL 'A1' ON ES503 FOR DISCONNECT.
MOTOR STARTER
EM EMERGENCY SHUT DOWN SWITCH.
LIGHTNING PROTECTION SYSTEM PHOTOVOLTAIC ARRAY AIR TERMINAL.
SEE DETAIL 'C3' ON SHEET EG502.
A V
LIGHTNING PROTECTION SYSTEM EQUIPMENT AIR TERMINAL. SEE
DETAIL 'A1' AND 'A2' ON SHEET EG501.
A E
THROUGH ROOF CONNECTION. SEE DETAIL 'A1' ON SHEET EG502.
TR
BOND TO ROOF DRAINRD
BOND TO ROOF VENTRV
DL
a
DAY LIGHTING SENSOR, WALL MOUNTED, SUBSCRIPT 'a'
INDICATES DAY LIGHT CONTROL.
LIGHTNING PROTECTION SYSTEM SCREEN WALL AIR TERMINAL. SEE
DETAIL 'C1' ON SHEET EG501. BID OPTION NO. 03.
A W
BOND TO ROOF HYDRANTRH
LEGEND NOTES
1. WIRE AND CONDUIT FOR MOTOR AND EQUIPMENT LOADS SHALL BE
CONTINUOUS IN SIZE AND COUNT FROM SOURCE TO FINAL
CONNECTION. SIZE AND COUNT SHALL BE AS INDICATED ON THE
MECHANICAL CONNECTION SCHEDULE ON SHEET EP601, UNLESS
OTHERWISE NOTED.
2. WHERE BRANCH CIRCUIT HOMERUNS ARE LABELED "SPLIT CIRCUIT"
(SC), THE BRANCH CIRCUIT NUMBER INDICATED HAS BEEN USED ON
MORE THAN ONE HOMERUN INDICATOR. INSTALL ONLY ONE CONDUCTOR
PER CIRCUIT BREAKER POLE WITHIN THE PANELBOARD ENCLOSURE.
SPLICES NECESSARY TO COMPLY WITH THIS REQUIREMENT SHALL BE
MADE IN A SEPARATE SPLICE BOX OUTSIDE THE PANELBOARD
ENCLOSURE.
3. BRANCH CIRCUIT WIRING TO NITE LIGHT, EXIT LIGHT FIXTURES AND TO
THE ENCLOSED BATTERY UNITS SHALL BE UNSWITCHED, CONNECTED
AHEAD OF ANY CONTROL SWITCHES.
4. SYMBOLS REPRESENT NEW WORK EXCEPT WHEN THE SYMBOL
DESCRIPTION IS SPECIFICALLY DESCRIBED AS "EXISTING".
ELECTRICAL LEGEND
1 2 3 4 5
C
D
B
A
US Army Corps of Engineers
Fort Worth District
M ai n S tr ee t S ui te
V irg in ia
B ea ch , V
A
7.
5.
SHEET
REFERENCE
NUMBER
C o n tr N o W
H
P -1
-D
-0
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R T
W
O R
T H
T
E X
A S
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T
R
IC
T
D w n b y:
D e si g n e d b y:
R e vi e w e d b y:
D a te
S u b m itt e d b y:
S o l N o
C o n tr
N o
R e v.
F ile n a m e
W H
P -1
-D
-0
C
R e v it P ro je c ts
\5 M
T C
F t
H o o d E c w h e e le r.
rv t /2
/2
:3
:0
P
M
C R e v it P ro je c ts
\5
M
T C
F t H o o d E c w h e e le r.
rv t
/2
/2
:3
:0
P
M
P N
F
Y
/2
/2
E-001
E L E
C T
R
IC
A L L
E G
E N
D
S P
S
R G
B
R K
R
M
IS
S
IO
N T
R A
IN
IN
G C
O M
P L E
X
M T
C
F O
R T
H O
O D
T
E X
A S
R E
V
D E
S C
R
IP
T
IO
N T
R A
C K
IN
G
A
C T
IO
N
D A
A AMPERE
AF AMPERE FRAME
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AHU AIR HANDLING UNIT
AT AMPERE TRIP
ATC AUTOMATIC TEMPERATURE CONTROL
AWG AMERICAN WIRE GAUGE
BG BELOW GRADE
BLDG BUILDING
BRKR BREAKER
C CONDUIT
CB CIRCUIT BREAKER
CCT CIRCUIT
DISC SW DISCONNECT SWITCH
DWG DRAWING
EC EMPTY CONDUIT
EF EXHAUST FAN
EMT ELECTRICAL METALLIC TUBING
EQUIP EQUIPMENT
ETR EXISTING TO REMAIN
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WATER HEATER
EXIST EXISTING
FACP FIRE ALARM CONTROL PANEL
FCU FAN COIL UNIT
FLA FULL LOAD AMPS
FLUOR FLUORESCENT
GFI GROUND FAULT INTERRUPTER
GND GROUND
GRS GALVANIZED RIGID STEEL
HH HANDHOLE
HP HORSEPOWER
KAIC THOUSAND AMP
INTERRUPTINGCAPACITY, RMS SYMMETRICAL
KCMIL
KILOWATT HOURKWH
THOUSAND CIRCULAR MILS
KVA KILOVOLT AMPERE
MCB MAIN CIRCUIT BREAKER
MH MANHOLE
MLO MAIN LUG ONLY
MT MOUNT
MTD MOUNTED
MTG HT MOUNTING HEIGHT
N/C NORMALLY CLOSED
NF NON-FUSED
N/O NORMALLY OPEN
NESC NATIONAL ELECTRICAL
NEU NEUTRAL
NIC NOT IN CONTRACT
P POLE
PH PHASE
PNL PANEL
PVC POLY VINYL CHLORIDE
QTY QUANTITY
RECEPT RECEPTACLE
RFI RADIO FREQUENCY INTERFERENCE
REQ'D REQUIRED
SC SPLIT CIRCUIT (SEE LEGEND NOTE 2 ON E-001)
SF SUPPLY FAN
S/N SOLID NEUTRAL
SW SWITCH
TEL TELEPHONE
TTB TELEPHONE TERMINAL
BOARDTV TELEVISION
UH UNIT HEATER
UG UNDERGROUND
UON UNLESS OTHERWISE NOTED
V VOLTS
VAC VOLTS ALTERNATING CURRENT
VDC VOLTS DIRECT CURRENT
W
WATER HEATERWH
WIRE
WP INDICATES WEATHERPROOF EQUIPMENT
XFMR TRANSFORMER
SAFETY CODE
FC FOOTCANDLE
DT DRY TYPE
MSB MAIN SWITCHBOARD
NEC NATIONAL ELECTRICAL CODE
TG
B
TELECOMMUNICATIONS GROUND BUS
TMGB TELECOMMUNICATIONS MAIN
GROUND BUS
LAN LOCAL AREA NETWORK
LTG LIGHTING
UP UNDERGROUND POWER
SPD SURGE PROTECTIVE DEVICE
TOC TACTICAL OPERATIONS CENTER
RTOC RECONFIGURABLE TACTICAL
OPERATIONS CENTER
LCP LIGHTING CONTROL PANEL
VAV VARIABLE AIR VOLUME
1 2 3 4 5
C
D
B
A
US Army Corps of Engineers
Fort Worth District
M ai n S tr ee t S ui te
V irg in ia
B ea ch , V
A
7.
5.
SHEET
REFERENCE
NUMBER
C o n tr N o W
H
P -1
-D
-0
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R T
W
O R
T H
T
E X
A S
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T
R
IC
T
D w n b y:
D e si g n e d b y:
R e vi e w e d b y:
D a te
S u b m itt e d b y:
S o l N o
C o n tr
N o
R e v.
F ile n a m e
W H
P -1
-D
-0
C
R e v it P ro je c ts
\5 M
T C
F t
H o o d E c w h e e le r.
rv t /2
/2
:3
:1
P
M
C R e v it P ro je c ts
\5
M
T C
F t H o o d E c w h e e le r.
rv t
/2
/2
:3
:1
P
M
P N
F
Y
/2
/2
E-002
E L E
C T
R
IC
A L N
O T
E S
A N
D A
B B
R E
V
IA
T
IO
N S
S P
S
R G
B
R K
R
M
IS
S
IO
N T
R A
IN
IN
G C
O M
P L E
X
M T
C
F O
R T
H O
O D
T
E X
A S
ELECTRICAL ABBREVIATIONSGENERAL NOTES
A. CODE REFERENCES, PERMITS, INSPECTIONS
1. WORK AS SHOWN OR SPECIFIED SHALL COMPLY WITH NFPA 70 2014 - NATIONAL ELECTRICAL
CODE AND IEEE C2 2012 NATIONAL ELECTRICAL SAFETY CODE.
B. INTENT OF DRAWINGS
1. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL LOCATION OF OUTLETS AND
EQUIPMENT UNLESS DIMENSIONED. ADJUST FINAL LOCATIONS OF EQUIPMENT TO
COORDINATE WITH OTHER TRADES, PROVIDE ACCESSIBILITY, AND WORKING CLEARANCES.
2. EXAMINE AND REVIEW DIVISIONS OF THE CONTRACT DOCUMENTS AND COORDINATE THE
ELECTRICAL WORK WITH OTHER TRADES.
3. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS,
SPECIFICATIONS, AND APPROVED SHOP DRAWINGS. PROVIDE SERVICE AND OPERATING
CLEARANCES AROUND EACH PIECE OF EQUIPMENT IN ACCORDANCE WITH REGULATORY
REQUIREMENTS AND MANUFACTURER’S RECOMMENDATIONS.
4. PROVIDE A COMPLETE SYSTEM TO COMPLY WITH LIGHTING PLANS, LIGHTING CONTROL PLANS
AND OPERATIONS PER SPECIFICATIONS.
C. GENERAL RACEWAY AND CABLE REQUIREMENTS
1. RACEWAY AND CABLES SHALL BE CONCEALED IN WALLS, UNDER FLOOR SLABS WITHIN FLOOR
SLABS, AND ABOVE CEILINGS, EXCEPT SURFACE MOUNTED RACEWAYS SHALL PROVIDED WHEN
ATTACHING TO SURFACE MOUNTED EQUIPMENT OVERHEAD RACEWAYS MAY BE EXPOSED
WHEN THE SPACE DOES NOT INCLUDE A CEILING, AND SURFACE MOUNTED CONDUIT AND
WIREWAY SHALL BE UTILIZED WITHIN THE SECURE SPACE AS INDICATED ON DRAWINGS.
2. RACEWAYS AND CABLES RUN OVERHEAD SHALL BE ROUTED CLOSE TO THE DECK AND ABOVE
DUCTWORK WHERE POSSIBLE. DO NOT PENETRATE METAL ROOF DECK WITH FASTENERS.
SUPPORT OVERHEAD RACEWAYS, CABLES AND EQUIPMENT FROM STRUCTURAL MEMBERS AND
WHEN NECESSARY PROVIDE METAL STRUT BRIDGED BETWEEN STRUCTURAL MEMBERS FOR
ADDITIONAL POINTS OF SUPPORT.
3. ROUTING OF RACEWAYS SHALL BE FIELD DETERMINED UNLESS SPECIFICALLY NOTATED ON
PLANS.
4. AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE RUN WITH FEEDER AND BRANCH CIRCUITS.
5. BRANCH CIRCUIT WIRING FOR LIGHTING OR RECEPTACLE CIRCUITS PROTECTED BY A 20 AMP
CIRCUIT BREAKER SHALL HAVE THE HOME-RUN CONDUCTORS UPSIZED AS INDICATED BELOW,
UNLESS NOTATED OTHERWISE ON THE PLANS.
120 V, CIRCUIT LENGTH LESS THAN 100 FEET, #12 AWG
120 V, CIRCUIT LENGTH 100 TO 150 FEET, #10 AWG
120 V, CIRCUIT LENGTH 150 TO 200 FEET, #8 AWG
277 V, CIRCUIT LENGTH LESS THAN 200 FEET, #12 AWG
277 V, CIRCUIT LENGTH 200 TO 300 FEET, #10 AWG
277 V, CIRCUIT LENGTH 300 TO 400 FEET, #8 AWG
6. BRANCH CIRCUITS RATED AT 20 AMPS THAT ARE UPSIZED FOR VOLTAGE DROP SHALL INCLUDE
THE ENTIRE BRANCH CIRCUIT EXCEPT WIRE SIZE MAY BE REDUCED TO #12 AWG FOR LOAD
CONNECTIONS. SECTIONS OF #12 AWG BRANCH CIRCUIT TO FINAL CONNECTIONS SHALL NOT
EXCEED 20 FEET.
7. BRANCH CIRCUITS ARE SHOWN ON THE DRAWINGS AS INDIVIDUAL CIRCUITS WITH SEPARATE
NEUTRALS AND ASSIGNED IN THE PANELBOARD SCHEDULES TO SINGLE POLE CIRCUIT
BREAKERS. MULTIWIRE CIRCUITING SHALL NOT BE USED WHEN INDICATED. THIS INCLUDES
RECEPTACLES MOUNTED ON OVERHEAD STRUT IN CLASSROOMS, WORKROOMS, AND RTOC
ROOMS AND WHEN SERVING SYSTEM FURNITURE. WHEN MULTIWIRE CIRCUITING IS USED,
SINGLE POLE CIRCUIT BREAKERS SHALL BE REPLACED WITH MULTI-POLE CIRCUIT BREAKERS.
8. MECHANICAL, ELECTRICAL, FIRE SUPPRESSION AND OTHER TRADES SHALL NOT SHARE
HANGERS.
9. CONDUITS IN CONCRETE SLAB: WHERE CONDUITS ARE EMBEDDED WITHIN A SLAB, WALL, OR BEAM, THEY SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN 1/3 THE OVERALL THICKNESS
OF THE SLAB, WALL, OR BEAM IN WHICH THEY ARE EMBEDDED. CONDUITS AND PIPES
EMBEDDED IN A SLAB, WALL, OR BEAM SHALL BE SPACED NO LESS THAN THREE DIAMETERS ON
CENTER AND RUN MID-DEPTH, UNLESS OTHERWISE NOTED.
10. CONDUITS UNDER SLAB: CONDUITS UNDER CONCRETE SLAB SHALL BE SUPPORTED FROM THE SLAB AND ISOLATED FROM THE EXPANSIVE SOIL. PROVIDE CONDUIT SUPPORT SIMILAR TO PIPE
SUPPORT DETAIL ON SHEET P501. OTHER PRE-ENGINEERED SYSTEMS WHICH ARE DESIGNED TO
SUSPEND AND ISOLATE UNDER SLAB PIPE AND CONDUIT FROM EXPANSIVE SOILS MAY BE USED.
D. INSTALLATION QUALITY ISSUES
1. ADHERE TO THE REQUIREMENTS OF NECA 1-2010 GOOD WORKMANSHIP IN ELECTRICAL
CONSTRUCTION .
E. LEED
1. THIS PROJECT HAS A SUSTAINABILITY REQUIREMENT OF LEED SILVER CERTIFICATION.
OBTAINING THIS CERTIFICATION REQUIRES FOLLOWING CONSTRUCTION PRACTICES WHICH
INCLUDE SEPARATION OF CONSTRUCTION WASTE FOR RECYCLING, PROHIBITION OF
SEALANTS, ADHESIVES AND PAINTS WITH HIGH VOLATILE ORGANIC COMPOUNDS, AND
LIMITATION OF SITE AREA DISTURBANCE. COORDINATE WITH AND FOLLOW CONSTRUCTION
PRACTICES REQUIRED FOR LEED CERTIFICATION.
F. WALL AND FLOOR PENETRATIONS.
1. REFER TO SHEETS GI101 THROUGH GI104 FOR IDENTIFICATION OF 1 HOUR AND 2 HOUR FIRE
WALLS. PENETRATIONS THROUGH THESE WALLS SHALL BE SEALED USING A UL LISTED FIRE
STOP SYSTEM.
2. PENETRATION OF EXTERIOR WALLS AND PENETRATION OF WALLS OR FLOOR BETWEEN
CONDITIONED AND NON-CONDITIONED SPACE SHALL BE SEALED IN ACCORDANCE WITH
SPECIFICATION SECTION 07 92 00 THERMAL AND MOISTURE PROTECTION. IN ADDITION TO
SEALING AROUND THE CONDUIT THE RACEWAY SHALL BE FILLED WITH A NON HARDENING
PUTTY TO PREVENT THE MOVEMENT OF HUMID AIR FROM THE BUILDING EXTERIOR TO THE AIR
CONDITIONED INTERIOR AREAS. NON-CONDITIONED SPACE INCLUDES MECHANICAL ROOMS.
3. PENETRATIONS OF NON-RATED WALLS BETWEEN COMMON SPACES SHALL BE CLOSED TO THE
PASSAGE OF AIR AND LIGHT.
4. WHEN CONDUITS THAT RUN BELOW THE FLOOR SLAB RISE UP AND PENETRATE THE UNDER
SLAB VAPOR BARRIER THE VAPOR BARRIER SHALL BE REPAIRED AT THE PENETRATION TO
MAINTAIN THE VAPOR BARRIER INTEGRITY.
G. COMMISSIONING
1. THIS PROJECT HAS A COMMISSIONING SPECIFICATION FOR MAJOR ELECTRICAL EQUIPMENT AND
SYSTEMS. COOPERATE WITH THE COMMISSIONING AGENT AND DEMONSTRATE AND/OR TEST
ELECTRICAL EQUIPMENT OR SYSTEMS IN ACCORDANCE WITH PRE-FUNCTIONAL AND
FUNCTIONAL REQUIREMENTS ESTABLISHED BY THE COMMISSIONING AGENT.
R E
V
D E
S C
R
IP
T
IO
N T
R A
C K
IN
G
A
C T
IO
N
D A
T E
A
M E
N D
E D
D W
G /R
E V
/3
/2
ONLY
EOP=90
8.16
EOP=90
8.26
EOP=91
0.02
EOP=91
1.87
EOP=91
3.60
EOP=91
4.82
EOP=91
5.42
EOP=91
5.63
EOP=91
5.59
EOP=91
5.23
EOP=91
4.54
EOP=91
3.45
EOP=91
2.36
EOP=91
1.44
EOP=91
0.78
EOP=90
9.92
EOP=90
9.12
EOP=90
8.39
EOP=90
7.95
EOP=90
7.81
EOP=90
7.99
EOP=90
9.38
EOP=91
0.14
EOP=91
1.13
EOP=91
2.23
EOP=91
3.28
EOP=91
4.29
EOP=91
4.98
EOP=91
5.49
EOP=91
5.69
EOP=91
5.76
EOP=91
5.87
EOP=91
5.84
EOP=91
5.62
EOP=91
5.28
EOP=91
4.78
EOP=91
4.13
EOP=91
3.49
EOP=91
2.77
EOP=91
2.19
EOP=91
1.58
EOP=91
0.89
EOP=91
0.32
EOP=90
9.35
EOP=91
0.68
EOP=91
2.04
EOP=91
3.31
EOP=91
4.23
EOP=91
4.98
EOP=91
5.28
EOP=91
5.55
EOP=91
5.68
EOP=91
5.39
EOP=91
4.91
EOP=91
4.49
EOP=91
3.78
EOP=91
2.91
EOP=91
2.07
EOP=91
1.29
EOP=91
0.28
EOP=90
9.54
EOP=90
9.03
EOP=90
8.67
EOP=90
8.18
EOP=90
8.25
EOP=90
8.61 EOP=90
8.43
EOP=90
8.66
EOP=90
8.43
EOP=90
8.14
EOP=90
9.26
EOP=91
0.28
EOP=91
1.48
EOP=91
2.63
EOP=91
3.85
EOP=91
4.83
EOP=91
5.38
EOP=91
5.55
EOP=91
5.86
EOP=91
5.94
EOP=91
5.78
EOP=91
5.45
EOP=91
5.10
EOP=91
4.41
EOP=91
3.87
EOP=91
3.20
EOP=91
2.58
EOP=91
2.10
EOP=91
1.65
EOP=91
0.86
EOP=91
0.46
7" HAC
KBERRY
8" HAC
KBERRY
7" HAC
KBERRY
14" HA
CKBERR
Y
12" ELM
10" ELM
8" ELM
9" ELM
7" ELM
10" ELM
2-9" E
LM
10" HA
CKBERR
Y
8" HAC
KBERRY
7" HAC
KBERRY
14" ELM
10" HA
CKBERR
Y
7" HAC
KBERRY
10" LIV
E OAK
12" LIV
E OAK
30" LIV
E OAK
7" HAC
KBERRY
26" LIV
E OAK
8" HAC
KBERRY
6" HAC
KBERRY
10" HA
CKBERR
Y
8" ELM
12" ELM
14" ELM
6" HAC
KBERRY
12" HA
CKBERR
Y
2-12"
LIVE OA
K
20" LIV
E OAK
9" ELM
7" ELM
15" LIV
E OAK
28" LIV
E OAK
6" HAC
KBERRY
26" LIV
E OAK
18" LIV
E OAK
26" LIV
E OAK
34" LIV
E OAK
48" RCP
48" RCP
30" RCP
30" RCP
30" RCP
30" RCP
FL=
896.90
FL=
896.77
FL=
896.48
FL=
896.42
FL=899.70
FL=899.53
FL=901.25FL=900.64
FL=901.61FL=901.52
FL=902.22
FL=902.14
TANK
TRAIL
T A N
KT
R A
IL
T A N K
T R A
IL
SEWER
MH
RIM=93
0.67
FL 8"(IN
)SE=91
7.54
FL 8"(O
UT)NW=
917.51
SEWER
MH
RIM=92
0.96
FL 8"(IN
)SE=91
1.46
FL 8"(O
UT)N=9
11.43
SEWER
MH
RIM=90
6.73
FL 8"(IN
)S=899
.83
FL 8"(O
UT)W=8
99.78
PIC #21
FO
R C E M A
IN
FORCE
MH
8" P
VC
P V C
8" PVC
C O N C
C O N C
2-10"
LIVE OA
K
10" LIV
E OAK
12" LIV
E OAK
7" LIVE
OAK
C O N C
G R A V E L
G R A V E L
G R A V E L
G R A V E L
A S P H A
LT
R O A D
ASPHALT R
OAD
GRAVEL
A S P H A
LT
A S P H A
LT
A S P H A
LT
A S P H A
LT
G R A V E L R O A D
G R A V E L R O A D
G
RA
VE
L
GRAVEL
GRAVEL
LIFT ST
ATION
PROJECT LIMITS
PROJECT LIMITS
PROJECT LIMITS
TEL
16" LIV
E OAK
9" LIVE
OAK
10" LIV
E OAK
13" LIV
E OAK
9" LIVE
OAK
12" LIV
E OAK
11" LIVE
OAK
12" LIV
E OAK
11" LIVE
OAK
2-13 L
IVE OAK
14" LIV
E OAK
8" LIVE
OAK
13" LIV
E OAK
18" LIV
E OAK
12" LIV
E OAK
20" LIV
E OAK
16" LIV
E OAK
14" LIV
E OAK
24" LIV
E OAK
10" LIV
E OAK 6" HAC
KBERRY
14" LIV
E OAK20" LIV
E OAK
14" CO
TTONWO
OD
9" COT
TONWOO
D8"COTT
ONWOOD
10" CO
TTONWO
OD
12" CO
TTONWO
OD
14" CO
TTONWO
OD
REFLEC
TOR
REFLEC
TOR
REFLEC
TOR
REFLEC
TOR
REFLEC
TOR
REFLEC
TOR
10" CO
TTONWO
OD
S
S
"POV'S
PROHIB
ITED"
10.8'
"POV'S
PROHIB
ITED"
8.9'
"TURKE
Y RUN"
"W. RAN
GE ROA
D"/
"PRIMAR
Y ROUT
E"/
"STOP"
9.7'
"PRIMAR
Y
ROUTE"
9.3'
"T"
INTERSE
CTION
9.3'
ELEC
PANEL
WET WE
LL
METAL
LID
DEPTH=
31.25'
STEEL C
OVER
BOTTOM
=899.06
4" DIP
VENT
3.86 TO
P OF P
IPE TO
CONC
8" PVC
FL=880
.03
8" PVC
ELEV=8
98.62
TOP OF
PIPE
S
LOW
ELEV=9
06.90
LOW
ELEV=9
07.63
LOW
ELEV=9
07.80
LOW
ELEV=9
09.17
LOW
ELEV=9
11.12
TYPE=
INFO=
WIRE C
OUNT=
WIRE H
EIGHT=
PIC#=
POWER
POLE
WOOD
1 CROS
S ARM
3 PRIM
ARY
1 NEUT
RAL
1 COMM
UNICAT
ION
21.00'
8737A
8737B
8737C
SAF
1 STY. MISSION TRAIN ING C OMPL EX
ONLY
ONLY _
P ROJE CT LIMITS
EOP=90 8.1
EOP=908.
EOP=910.0
EOP=911 .8
EOP=913.6
EOP=914.8
EOP=915.4
EOP=915.6
EOP=915.5
EOP=915.2
EOP=914.5
EOP=913.4
EOP=912.3
EOP=911 .4
EOP=910.7
EOP=909.
EOP=90 9.1
EOP=908.
EOP=907.
EOP=90 7.8
EOP=907.
EOP=909.
EOP=910 .
EOP=911 .1
EOP=912.2
EOP=913.2
EOP=914.2
EOP=914.9
EOP=915.4
EOP=915.6
EOP=915.7
EOP=915.8
EOP=915.8
EOP=915.6
EOP=915.2
EOP=914.7
EOP=914 .
EOP=913.4
EOP=912.7
EOP=912 .
EOP=911 .5
EOP=910.8
EOP=910.3
EOP=909.
EOP=910.6
EOP=912.0
EOP=913 .
EOP=914.2
EOP=914.9
EOP=915.2
EOP=915.5
EOP=915.6
EOP=915.3
EOP=914 .
EOP=914.4
EOP=913.7
EOP=912 .
EOP=912.0
EOP=911 .2
EOP=910.2
EOP=909.
EOP=909.
EOP=908.
EOP=90 8.1
EOP=908.
EOP=90 8.6
1 EOP=908.
EOP=908.
EOP=908.
EOP=90 8.1
EOP=909.
EOP=910.2
EOP=911 .4
EOP=912.6
EOP=913.8
EOP=914.8
EOP=915.3
EOP=915.5
EOP=915.8
EOP=915.9
EOP=915.7
EOP=915.4
EOP=915 .
EOP=914 .
EOP=913.8
EOP=913.2
EOP=912.5
EOP=912 .
EOP=911 .6
EOP=910.8
EOP=910.4
EOP=93 9.1
7 EOP=939.
60 EOP=94 0.1
EOP=94 1.0
4 EOP=94 1.6
3 EOP=942.
EOP=942.
93 EOP=943.
EOP=93 9.1
5 EOP=939.
EOP=940.
49 EOP=941.
EOP=94 1.6
7 EOP=942.
EOP=943.
02 EOP=943.
P
ER
G
IS
B
ASE
M A
PP
ING
1 2 " P
ER
G
IS
B A
SE
M
APP
IN
G
1 2 " P
ER
G
IS
B A
SE
M
APP
IN
G
P ER G IS BASE MAPP ING
P
ER
G
IS
B
ASE
M A
PP
ING
P
ER
G
IS
B
ASE
M A
PP
ING
7 " ELM
8 " ELM
15 " E LM
8 " ELM
2-1 2" ELM
8 " ELM
12 " E LM8 " ELM
8 " HACKB
ERRY
8 " ELM
6 " ELM
7 " ELM
6 " ELM
6 " ELM
6 " ELM
7 " ELM
3-6 " ELM
8 " ELM
7 " ELM
6 " ELM
8 " ELM
8 " ELM
10 " E LM
7 " ELM
6 " ELM
9 " ELM
6 " ELM
10 " E LM
18 " E LM
9 " ELM7 " JUNIP E
R
7 " ELM
7 " HACKB
ERRY
8 " HACKB
ERRY
7 " HACKB
ERRY
14 " HACK
BE RRY
12 " E LM
10 " E LM
8 " ELM
9 " ELM
7 " ELM
10 " E LM
2-9 " ELM
10 " HACK
BE RRY
8 " HACKB
ERRY
7 " HACKB
ERRY
14 " E LM
10 " HACK
BE RRY
7 " HACKB
ERRY
10 " LI VE O
AK
12 " LI VE O
AK
3 0" LIV E O
AK7 " HACKB
ERRY
2 6" LIV E O
AK
8 " HACKB
ERRY
6 " HACKB
ERRY
10 " HACK
BE RRY
8 " ELM
12 " E LM
14 " E LM
6 " HACKB
ERRY
12 " HACK
BE RRY
2-1 2" LI V
E OAK
2 0" LIV E O
AK
9 " ELM
7 " ELM
15 " LI VE O
AK
2 8" LIV E O
AK
6 " HACKB
ERRY
6 " ELM
8 " JUNIP E
R
2-7 " ELM
6 " ELM
8 " ELM
10 " E LM
8 " ELM
7 " ELM2-7 " ELM
12 " E LM
6 " ELM
6 " ELM
12 " E LM6 " HACKB
ERRY
9 " ELM15 " E LM
8 " ELM
6 " ELM
8 " ELM
10 " E LM
6 " ELM
2-6 " ELM
8 " ELM
7 " ELM
2-1 2" ELM
6 " ELM
12 " E LM
14 " E LM
18 " E LM
12 " E LM
9 " ELM
10 " E LM
14 " E LM
12 " E LM
7 " ELM
6 " ELM
3-6 " ELM
10 " E LM
7 " ELM
6 " ELM
8 " ELM
7 " ELM
10 " E LM8 " ELM
7 " ELM
8 " ELM
6 " ELM
12 " E LM
7 " ELM
6 " ELM
3-7 " ELM
8 " ELM
7 " ELM
9 " HACKB
ERRY
6 " HACKB
ERRY
6 " ELM
7 " ELM
7 " ELM
8 " ELM
9 " ELM
10 " E LM
7 " ELM
6 " ELM
2-1 2" ELM
7 " ELM
9 " ELM
6 " JUNIP E
R
6 " ELM
9 " ELM
10 " E LM
8 " HACKB
ERRY 7 " HACKB
ERRY
14 " HACK
BE RRY
8 " JUNIP E
R
6 " ELM
8 " ELM
6 " ELM
19 " E LM
6 " ELM
12 " E LM
9 " ELM
10 " E LM
6 " ELM
2-7 " ELM
7 " ELM
2 6" LIV E O
AK
18 " LI VE O
AK
2 6" LIV E O
AK
3 4" LIV E O
AK
RC
P
4" R
CP
2 4" RCP
" R C P
" R C P
0" R C P
0" R C P
2 4" RCP
2 4" RCP
2 4" RCP
2 4" RCP
8" RCP4
8" RCP
3 0" RC P
3 0" RC P
3 0" RC P
3 0" RC P
15 " RC
P
F L 92 5 .3 2
FL
9 1 8 .7
FL
0.
FL
1.0
FL
=9
.0
FL
=9
.8
FL
2.
FL
2.
FL
9.
FL
9.
FL =939.24
FL =939.99
FL =944.11
FL =944.03
FL =944.41
FL =944.48FL =944.40
FL =944.41FL =944.02
FL =944.04
FL=
896. 90
FL=
896. 77
FL=
896. 48
FL=
896. 42
FL =899. 70
FL =899. 53
FL =901 .2 5FL =900. 64
FL = 901 .6 1
FL = 901 .5 2
FL = 902. 22
FL = 902. 14
FL =
93 8. 61
FL =
938.29
EL EV=95 3
.34
EL EV=95 3
.39
EL EV=95 3.
EL EV=95 3
.43
EL EV=95 3.
41EL EV=95 3
.36
EL EV=95 3
.37
EL EV=95 3
.39
WOMENS D
OOR
EL EV=95 3
.42
JAN ITORS
DOOR
EL EV=95 3
.43
COMMUN IC
ATI ONS DOO
R
EL EV=95 3
.43
MENS DOO
R
EL EV=95 3
.42
ED
G E O
F
GR
A
VE
L
CHA INLINK FENCE
C H
AI
N
LIN
K
FE
NC
E
TA
N
KTR
A
IL
TANK
TRAIL
W
R
AN
G E
R O A D
TU RKEY RUN
RD
TANK
TRAIL
TOC
YARDMISSION
COMM ANDTRAINING
CENTER
MURPHY
RD
NORTH
AVE
TA
N K
TR
A
IL
T A N K
T R A
IL
C R
EE
K
0 5
9 10
9 1
9 15
9 15
9 1
9 15
9 20 9 20
9 20
9 20
9 20
9 20
9 20
9 20
9 25
9 25
9 25
9 25
9 25
9 25
9 25
9 25
9 25
9 30
9 30
9 35
9 35
9 35
9 35
9 35
9 35
9 40
9 4
4 0
9 40
9 40
9 4
9 45
9 45
9 45
9 45
4 5
9 4
4 5
9 5 0 9 50
5 0
9 50
9 50
9 50
5 5
5 5
9 02
9 03
9 06
9 07
9 07
9 08
9 08
0 8
9 09
9 0
9 09
9 09
9 09
9 11
9 1
1 1
9 11
9 11
9 12
9 12 9 12
9 13
9 13
9 13
9 1
9 1
9 14
9 14
9 1
9 14
9 1
9 16
9 16
1 7
9 17
9 17
1 8
9 18
9 18
9 18
9 18
9 199 19
9 19
9 19
9 1 9
9 19
9 19
9 19
91 9
2 1
9 21
9 21
9 21
9 21
9 21
9 21
9 22
9 22
9 22
9 22
9 22
9 22
9 22
9 2
2 2
9 23
9 23
9 23
9 23
9 23
9 2
9 23
9 23
9 2 3
9 23
9 24
9 24
9 24
9 24
9 24
9 2
9 24
9 2
9 26
9 2
9 26
9 26
9 26
9 26
9 27
9 27
9 27
27927
9 28
9 28
9 28
9 28
9 28
9 2 8 2 8
9 29
9 29
9 29
2 9
9 29
9 29
9 31
9 31
9 31
9 31
9 32
9 32
3 2
9 32
9 32
9 33
9 33
9 33
9 349 34
9 34
9 34
9 34
9 34
9 3
9 34
9 36
9 36
9 36
9 3
9 36
9 3
9 36
9 37
9 37
9 37
9 37
9 389 38
9 38
9 38
9 38
9 38
9 39
9 39
9 39
9 39
9 39
9 39
9 39
3 9
9 39
9 39
9 39
9 41
9 41
4 1
9 42
9 42
9 42
9 42
9 42
4 2
9 43
9 43
9 43
9 43
4 3
9 43
9 44
9 44
9 44
9 44
9 44
9 44
9 44
9 44
9 46
9 47
9 48
9 49
9 49
4 9
9 49
9 49
9 49
9 51952
5 2
5 3
9 53
5 4
9 54
9 54
5 6
9 5
5 7
2 0
25 930
9 40
9 5
06 9
07 9 08 9
12 9 1 3 9
14 9 1 6
17 9 18 9
1 9
21 9
24 9 26 9 27 9 28 9
9 3
9 33
3 6
9 38
9 39
9 41
9 42
9 44
9 46
9 47
4 8
9 51
9 51
9 52
9539 53
9 47
9 48
9 49
9 50
9 55
9 55
9 42
9 43
4 6
47 9
9 47
9 47
9 48
9 49
9 51
9 52
9 54
9 56
9 57
9 45
9 37
9 39
9 42
9 43
9 44
9 46
9 47
9 48
4 9
3 5
9 40
9 33
9 38
9 41
4 3
S EWER MH
R IM=944.3
FL 8 "(IN)E
=939 .37
FL 6 "(IN )
NE=940 .7 7
FL 8 "(OUT
)NW=939.0 3
S EWER MH
R IM=941.7
FL 8 "(IN )
S E=93 6.0 2
FL 8 "(OUT
)NW=936.0 0
S EWER MH
R IM=940.5
FL 8 "(IN )
S E=93 3.3 0
FL 8 "(OUT
)NW=933.2 2
S EWER MH
R IM=941.4
FL 8 "(IN )
S E=92 9.17
FL 8 "(IN)E
=935 .84
FL 8 "(OUT
)NW=929.0 7
S EWER MH
R IM=949.7
FL 6 "(IN)E
=943 .01
FL 8 "(OUT
) W=942 .88
P IC #21 44
S EWER MH
R IM=940.2
FL 8 "(IN )
S E=92 5.16
FL 8 "(OUT
)NW=924.9 7
S EWER MH
R IM=937.2
FL 8 "(IN )
S E=92 0.9 7
FL 8 "(OUT
)NW=920.8 5
S EWER MH
R IM=930.6
FL 8 "(IN )
S E=91 7.54
FL 8 "(OUT
)NW=917.51
S EWER MH
R IM=920.9
FL 8 "(IN)S
E=911.46
FL 8 "(OUT
)N=9 11.43
S EWER MH
R IM=906.7
FL 8 "(IN)S
=89 9.83
FL 8 "(OUT
) W=899 .78
P IC #21 51
FO
R
CE
M A
IN
FORCE MH
8 " PVC
6 " P
VC
" PVC
" PVC
" PVC
UN
A B
LE
TO
G
ET
P IP
E IN
FO
I NV
11. 3
8 "
PVC
" PVC
6 "
PVC
8 " PVC
8 " PVC
8" PVC
PV
C
8 " PVC
WOOD
3 CROS S
ARMS
3 PRIMAR
Y
1 NE UT RA
L
2 9.00 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LEWOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
3 1.8 0'
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
2 CROS S
ARMS
3 PRIMAR
Y
1 NE UT RA
L
3 0.20 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
3 3.60 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
3 3.70 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
3 4.30 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 TRANSF
ORMER
3 PRIMAR
Y
1 NE UT RA
L
1 ELE C LA
MP
2 4.20 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
3 2.30 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
3 3.80 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
3 4.00 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
3 3.50 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
3 3.30 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
3 3.40 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
2 CROS S
ARMS
3 PRIMAR
Y
1 NE UT RA
L
3 3.30 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
1 PR IMAR
Y
1 NE UT RA
L
2 8.70 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LEWOOD
1 PR IMAR
Y
1 NE UT RA
L
2 9.00 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 TRANSF
ORMER
1 LAMP
1 CROSS
ARM
1 PR IMAR
Y
1 NE UT RA
L
2 5.20 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
3 7.30 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 LAMP
1 COMMU
NICATIONTY PE =
INF O=
POWE R PO
LE
WOOD
1 TRANSF
ORMER
1 LAMP
2 COMMU
N ICATI ONS
3 SE COND
ARY
2 1.4 0'
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
1 COMMU
NICATION
2 0.00 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
1 COMMU
NICATION
2 0.90 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
1 COMMU
NICATION
2 0.30 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
2 9.20 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
6 PRIMAR
Y
2 NEUTRA
L
2 6.80 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
2 9.70 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
3 0.10'
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 TRANSF
ORMER
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
1 COMMU
NICATION
2 1.7 0'
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
2 CROS S
ARMS
3 PRIMAR
Y
1 NE UT RA
L
1 COMMU
NICATION
2 1.4 0'
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
1 COMMU
NICATION
2 0.80 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
1 COMMU
NICATION
2 0.80 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
3 TRANS F
ORME RS
(2-1 5
KV A)
(1-2 5
KV A)
2 CROS S
ARMS
3 PRIMAR
Y
1 NE UT RA
L
1 COMMU
NICATION
19 .1 0'
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 LAMP
1 CROSS
ARM
3 PRIMAR
Y
3 SE COND
ARY
1 NE UT RA
L
3 1.5 0'
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
WOOD
1 LAMP
2 CROS S
ARMS
3 PRIMAR
Y
3 SE COND
ARY
1 NE UT RA
L
2 9.80 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
POWE R PO
LE
F F
F F F F
F F F F
F F F F
F F F F F
F
FFFF
FFFFF
FFFF
F FF F
FFFF
F
F
WOOD
2 FL OOD
LAMPS
1 ELE C
3 6.40 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
LI GHT POL
E
WOOD
2 FL OOD
LAMPS
1 ELE C
3 5.70 ' 2 09 6
2 09 7 2 09 8
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
P IC# =
LI GHT POL
E
WOOD
2 FL OOD
LAMPS
1 ELE C
3 6.00 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
LI GHT POL
E
WOOD
2 FL OOD
LAMPS
1 ELE C
3 6.20 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
LI GHT POL
E
WOOD
2 FL OOD
LAMPS
1 ELE C
3 6.80 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
LI GHT POL
E
WOOD
1 FLOOD
LAMP
1 ELE C
3 1.2 0'
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
LI GHT POL
E
WOOD
2 FL OOD
LAMPS
1 ELE C
3 0.80 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
LI GHT POL
E
WOOD
2 FL OOD
LAMPS
1 ELE C
3 0.60 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
LI GHT POL
E
WOOD
2 FL OOD
LAMPS
1 ELE C
3 0.00 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
LI GHT POL
E
WOOD
1 FLOOD
LAMP
1 ELE C
2 8.70 '
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
LI GHT POL
E
C O
NC
C O
NC
CONC
CONC
CONC
CONC FLUME CONC FLUME
C O N C
FL
U M E
C O
NC
CONC FLUMECONC DR IV ECONC DRI VE
2-1 0" LI V
E OAK
10 " LI VE O
AK
12 " LI VE O
AK
7 " LI VE O
AK
C O
NC
G
RA
VE
L
G
RA
VE
L
G
RA
VE
L
G
RA
VE
L
DUMPSTER
CONC
CONC
DRI VE
CONC
DRIVE
ASPHALT PARK ING
CONC FLUME
A
SP
HA
LT
R
OA
D
ASPHALT ROAD
GRAVE L
A
SP
HA
LT
A
SP
HA
LT
A
SP
HA
LT
A
SP
HA
LT
ASPHALT
A
SPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
A S
PH
AL
T
CHA INLINK FENCE
C H A
IN
LI
NK
F
EN
C E
C H A
IN
LI
NK
F
EN
C E
GRAVEL ROAD
GRAVEL
G R
AV
EL R
OA
D G R
AV
EL R
OA
D
P O R
TA
BL
E
TO
IL
ET
GRAVEL PARK ING
EDGE OF GRAVEL
EDGE OF GRAVE L
EDGE OF GRAVEL
CHA INLINK FENCE
CHAINLINK FENCE
C H
AI
N
LIN
K
FE
NC
E
EDGE OF GRAVEL
POND
GUARD RA IL
G
RA
VEL
G RA VE L
GRAVE L
GRA VE L
G UY
WI RE
LI FT S TATI
ON
P ROJE CT LIMITS
P ROJE CT LIMITS
P ROJE CT LIMITS
P ROJE CT LIMITS
P ROJE CT
LIMITS
P ROJE CT LIMITS
P ROJE CT LIMITS
P R
O J
E C
T L
IM
IT
S
P R
O J
E C
T L
IM
IT
S
P ROJE CT LIMITS
P ROJE CT LIMITS
P ROJE CT LIMITS
P ROJE CT LIMITS
100' S TRE A M BUFFE R
50' DITCH B UFFE R
100' S TRE A M BUFFE R
100' S TRE A M BUFFE R
50' DITCH B UFFE R
50' DITCH B UFFE R
P ROJE CT LIMITS
P ROJE CT LIMITS
P IC# 272 8
2 9 3 0 3 1
P IC #21 50
P IC #21 49
P IC #21 41
P IC #20 92
P IC #21 42
P IC #21 43
P IC #21 46
P IC #21 47
P IC# =2 10
2 103 2 104
2 105 2 106 2 107
P IC# =2 09 9P IC# =2 100
2 101
2 115P IC# =
2 116
2 119 2 120
P IC# =
2 123P IC# =
2 09 5 2 09 4
2 09 3P IC# =
P IC# =2 12
2 129P IC# =
8 73 9C 8 73 9B
8 739AP IC# =
8 73 8C 8 73 8B
8 738AP IC# =
8 73 6C 8 73 6B
8 736AP IC# =
P IC# =8 72
9A
8 72 9B
8 72 9C
8 727D 8 72 7C 8 72 7B
8 727AP IC# =
8 72 2B
8 722AP IC# =
8 72 4C 8 72 4B
8 724AP IC# =
8 72 6C 8 72 6B
8 726AP IC# =
8 721B
8 72 1AP IC# =
8 718C 8 718B
8 718 AP IC# =
8 717C 8 717B
8 717 AP IC# =
8 719C 8 719B
8 719 AP IC# =
2 110
2 109P IC# =2 112
2 111P IC# =2 114
2 113P IC# =
2 118
2 117P IC# =
2 122
2 121P IC# =
2 125
2 124P IC# =
2 128
2 127P IC# =
2 131
2 130P IC# =
2 134 2 133
2 132P IC# =
2 137 2 136
2 135P IC# = 2 139
2 140
2 138P IC# =
2 153
2 152P IC# =
2 156
2 154P IC# =
2 159 2 158
2 157P IC# =
2 161 2 162
2 160P IC# =2 165
2 164
2 163P IC# =
2 168 2 167
2 166P IC# =
2 170
P IC# =2 16
2 177 2 176
2 175P IC# =
CP #2
1/2" IR S
E T
W/ M&A C
AP
N=10392 0
89.0 0
E=3 0938 2 6.78
EL EV=94 4
.55
COMMUN IC
ATI ON
JUCNT ION
BOX
"T OC YAR
D "
8 .5 '
TEL
C
C
W V 5 /8 " IR F
ND
"ARS E NG
WATER
MARKER
CONCRETE
PARKING
16 " LI VE O
AK
9 " LI VE O
AK
10 " LI VE O
AK
13 " LI VE O
AK
9 " LI VE O
AK
12 " LI VE O
AK
11" LI VE O
AK
12 " LI VE O
AK
11" LI VE O
AK
2-1 3 LIV E
OAK14 " LI VE O
AK
8 " LI VE O
AK
13 " LI VE O
AK
8 " ELM
10 " E LM
W V
W V
TRANS FOR
ME R
W
C
W
C
E
C
E
C
E
C
C /O C /O
18 " LI VE O
AK
12 " LI VE O
AK
2 0" LIV E O
AK
16 " LI VE O
AK
14 " LI VE O
AK
2 4" LIV E O
AK
10 " LI VE O
AK 6 " HACKB
ERRY
14 " LI VE O
AK2 0" LIV E O
AK
14 " COTT
ONWOOD
9 " COTTO
NWOOD8 "COTTON
WOOD10 " COTT
ONWOOD
12 " COTT
ONWOOD14 " COTT
ONWOOD
W V S
REFL ECTO
R
REFL ECTO
R
REFL ECTO
R
REFL ECTO
R
REFL ECTO
R
C
S
S
W V
REFL ECTO
R
6 " HACKB
ERRY
10 " COTT
ONWOOD
S
S
S
S
S
S
S
S
TBM #4
CHIS . SQ .
N=10392 7
89.7 2
E=3 0961 1 1.17
EL EV=95 4
.34
BLDG# 2 60 29
BRICK CONS TRUCTION
1-S TORY
LATRINE
CONC
PAVER
CONC
PAVER
CONC
PAVER
CONC
PAVER
CONC
PAVER
CONC
PAVER
CONC
PAVER
CONC
PAVER
CONC
PAVER
CONC
PAVER
CONC
PAVER
CONC
PAVER
CONC
PAVER
CONC
PAVER
CONC
PAVERCONC
PAVER
CONC
PAVERCONC
PAVER
CONC
PAVER
CONC
PAVER
S EWER CO
R IM=953.1
FL 6 "=95
1.18
4 5° BE ND
S EWER CO
R IM=953.3
FL 6 "=95
1.34
4 5° BE ND
COMMUN IC
ATI ON
HANDHOLE
P IC# 20 73
-E AST
20 74
-WEST
EL ECTR IC
HANDHOLE
P IC# 20 75
-E AST
2 07 6-
WE ST EL ECTR IC
HANDHOLE
P IC# 20 77
-E AST
2 07 8-
WE ST
COMMUN IC
ATI ON
HANDHOLE
P IC# 20 79
-E AST
2 08 0-
WE ST
COMMUN IC
ATI ON
HANDHOLE
P IC# 20 81-
WES T
2 08 2-
E AS T
EL ECTR IC
HANDHOLE
P IC# 20 83
-WE ST
2 08 4-
E AS T
COMMUN IC
ATI ON
HANDHOLE
P IC# 20 89
-WE ST
2 09 0-
E AS T
"S TOP"/
"MURPHY R
D "
10 .0 '
WATER L E
VE L
9 13.24
0 3-JUNE-
20 15
"Y IELD"
9 .6 '
"S EDANS
AL OTHE R
S 4 0
MPH"
8 .2 '
"MI LE 1"
11.0 '
"T "
I NT ERSE C
TI 0N
8 .9 '
"POV 'S
PROHIBI TE
D"
10 .8 ' "POV 'S
PROHIBI TE
D"
8 .9 '
"T URKE Y
RUN"/
"W. RANG
E ROAD "/
"PRIMARY
ROUTE "/
"S TOP"
9 .7 '
"PRIMARY
ROUTE "
9 .3 '
"T "
I NT ERSE C
TION
9 .3 '
"S TOP"/
"I VY DIV I S
ION"/
EL EC
PANEL
WET WEL L
MET AL LI D
DEPTH=31
.2 5'
S TEE L CO
VE R
BOTTOM=
899.0 6
W V
W V W V W V
C
COMMUNIC
ATI ON
JUNCT ION
BOX
"S TOP"/
"NORTH
AVE "
9 .1'
"S TOP"
9 .1'
4 " D IP V E
NT
3 .8 6 TOP
OF PIP E TO
CONC
8 " PVC
FL =880.03
8 " PVC
EL EV=89 8
.62
TOP OF PI
PE
"5 MPH"/
"NO POV s
BEYOND
THI S PO INT
10 .2 '
W V
GV
W V
W V
GV
W V
GV
W V
S
C
GAS LI NE
MARKER
L OW
EL EV=90 6
.90
L OW
EL EV=90 7
.63
L OW
EL EV=90 9
.47
L OW
EL EV=912.6
L OW
EL EV=915.0
L OW
EL EV=918.0
L OW
EL EV=92 0
.79
L OW
EL EV=90 7
.80
L OW
EL EV=90 9.
L OW
EL EV=911.
TY PE =
INF O=
WIRE COU
NT=
WIRE HEI G
HT=
P IC# =
POWE R PO
LE
WOOD
1 CROSS
ARM
3 PRIMAR
Y
1 NE UT RA
L
1 COMMU
NICATION
2 1.0 0'
8 737A 8 73 7B
8 73 7C
UPS TREAM
P IC# 76 15
DOWNSTRE
AM
P IC# 76 14
UPS TREAM
P IC# 76 18
DOWNSTRE
AM
P IC# 76 19
DOWNSTRE
AM
P IC# 76 16
UPS TREAM
P IC# 76 17
UPS TREAM
P IC# 76 21
DOWNSTRE
AM
P IC# 76 20
DOWNSTRE
AM
P IC# 76 22
UPS TREAM
P IC# 76 23
UPS TREAM
P IC# 76 25
UPS TREAM
P IC# 76 24
DOWNSTRE
AM
P IC# 76 26
UPS TREAM
P IC# 76 27
UPS TREAM
P IC# 76 28
UPS TREAM
P IC# 76 29
A
76 29 B
76 29 C
DOWNSTRE
AM
P IC# 76 30
UPS TREAM
P IC# 76 31
UPS TREAM
P IC# 76 33
DOWNSTRE
AM
P IC# 76 32
PROJECT LIMITS
EOP=93
9.15 EOP=93
9.66 EOP=94
0.49 EOP=94
1.13 EOP=94
1.67 EOP=94
2.47
F L=
.0
F L=
.8
F L=
.6
F L=
.6
C H A
IN
LI
N K
F E N C E
TRAIL
SEWER
MH
RIM=94
1.72
FL 8"(IN
)SE=93
6.02
FL 8"(O
UT)NW=
936.00
SEWER
MH
RIM=94
0.50
FL 8"(IN
)SE=93
3.30
FL 8"(O
UT)NW=
933.22
SEWER
MH
RIM=94
1.43
FL 8"(IN
)SE=92
9.17
FL 8"(IN
)E=935
.84
FL 8"(O
UT)NW=
929.07
SEWER
MH
RIM=94
9.75
FL 6"(IN
)E=943
.01
FL 8"(O
UT)W=9
42.88
PIC #21
8" PVC
8" PVC
UN
AB
LE
T O
GE
T
PI
PE
I
NF
O
IN
V= .3
8"
PVC
6"
PVC
WOOD
2 FLOO
D…
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