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A R
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CG101
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M A
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H L
IN
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MATCH LINE - SHT CG104 MATCH LINE - SHT CG105
SEE ROAD XSEC "A-A", SHT. CG204
NOTES
GRADE BREAK LINES
LINES FROM ROOF DRAINS.
6. CLEANOUTS (CO) ADDED TO COLLECTOR
5. SEE SHEET CG203 FOR BACK ROAD PROFILE.
SEWER PROFILES.
4. SEE SHEETS CG201 & CG202 FOR STORM
INTERFERENCES/DEMOLITION.
3. SEE MECHANICAL PLANS (MS) FOR MECHNICAL
INTERFERENCES/DEMOLITION.
2. SEE ELECTRICAL PLANS FOR ELECTRICAL
AND LEGEND.
1. SEE SHEET C-001 FOR GENERAL NOTES
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TP 417.03
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EG 418.26
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FG 417.7
FG 417.7
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FL 415.10
FL 415.88
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GENERAL SHEET NOTES
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SHEET KEYNOTES
w
10 NEW FLAGPOLE, SEE SHEET CS512.
9 NEW GRAVEL SURFACE.
SEE SHEET CS510.
8 NEW AGGREGATE BASE COURSE PAVEMENT,
7 NEW CONCRETE PAVEMENT, SEE SHEET CS510.
6 NEW RANGE LIMIT MARKER, SEE SHEET CS511.
5 NEW ACCESS CONTROL GATE, SEE SHEET CS512.
4 NEW PEDESTRIAN GATE, SEE SHEET CS507.
3 NEW 24' WIDE SWING GATE, SEE SHEET CS507.
2 NEW FE6-TR-72 CHAINLINK FENCE, SEE SHEET CS506.
1 NEW CONCRETE SIDEWALK, SEE SHEET CS509.
#57 STONE, 6" THICK.
4. GRAVEL AREA AROUND BUILDINGS SHALL BE 10 FEET WIDE,
ARE 20' UNLESS INDICATED OTHERWISE.
3. TARGET ACCESS ROADS ARE 12 FEET WIDE; TURNING RADII
OR FACE OF STRUCTURE.
2. COORDINATE CALLOUTS ARE TO THE EDGE OF PAVEMENT
1. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.
SEE SHEET CS518 & CS519
SAT WITH PC
SEE SHEET CS515
TARGET BOOT
SEE SHEET CS516
PC PROTECTION EMPLACEMENT
SEE SHEET CS515
IRON MAIDEN PAD
SEE SHEET CS504
STATIONARY ARMOR TARGET
SEE SHEET CS503
MOVING INFANTRY TARGET
SEE SHEET CS502
WIDENED SIT EMPLACEMENT
SEE SHEET CS501
(SIT) EMPLACEMENT
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SEE SHEET CS514
VEHICLE FIRING POSITON
SEE SHEET CS508
ONE MAN WALK-IN FIGHTING POSITION
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30' 30' 60'
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MATCH LINE - SHT CG105
GRADE BREAK LINES
SEE ROAD XSEC "A-A", SHT. CG204
LINES FROM ROOF DRAINS.
6. CLEANOUTS (CO) ADDED TO COLLECTOR
5. SEE SHEET CG203 FOR BACK ROAD PROFILE.
SEWER PROFILES.
4. SEE SHEETS CG201 & CG202 FOR STORM
INTERFERENCES/DEMOLITION.
3. SEE MECHANICAL PLANS (MS) FOR MECHNICAL
INTERFERENCES/DEMOLITION.
2. SEE ELECTRICAL PLANS FOR ELECTRICAL
AND LEGEND.
1. SEE SHEET C-001 FOR GENERAL NOTES
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LEGEND
SHEET KEYNOTES
10 NEW FLAGPOLE, SEE SHEET CS512.
9 NEW GRAVEL SURFACE.
SEE SHEET CS510.
8 NEW AGGREGATE BASE COURSE PAVEMENT,
7 NEW CONCRETE PAVEMENT, SEE SHEET CS510.
6 NEW RANGE LIMIT MARKER, SEE SHEET CS511.
5 NEW ACCESS CONTROL GATE, SEE SHEET CS512.
4 NEW PEDESTRIAN GATE, SEE SHEET CS507.
3 NEW 24' WIDE SWING GATE, SEE SHEET CS507.
2 NEW FE6-TR-72 CHAINLINK FENCE, SEE SHEET CS506.
1 NEW CONCRETE SIDEWALK, SEE SHEET CS509.
#57 STONE, 6" THICK.
4. GRAVEL AREA AROUND BUILDINGS SHALL BE 10 FEET WIDE,
ARE 20' UNLESS INDICATED OTHERWISE.
3. TARGET ACCESS ROADS ARE 12 FEET WIDE; TURNING RADII
OR FACE OF STRUCTURE.
2. COORDINATE CALLOUTS ARE TO THE EDGE OF PAVEMENT
1. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.
SEE SHEET CS518 & CS519
SAT WITH PC
SEE SHEET CS515
TARGET BOOT
SEE SHEET CS516
PC PROTECTION EMPLACEMENT
SEE SHEET CS515
IRON MAIDEN PAD
SEE SHEET CS504
STATIONARY ARMOR TARGET
SEE SHEET CS503
MOVING INFANTRY TARGET
SEE SHEET CS502
WIDENED SIT EMPLACEMENT
SEE SHEET CS501
(SIT) EMPLACEMENT
STATIONARY INFANTRY TARGET
SEE SHEET CS514
VEHICLE FIRING POSITON
SEE SHEET CS508
ONE MAN WALK-IN FIGHTING POSITION
N
SCALE: 1"=30'
30' 30' 60'
MH18
MH19
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IN14 IN13
MH12
MH11AD2
AD1
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JOINT LEGEND
THE REQUIRED DEPTH.
5. WELDED WIRE FABRIC SHALL BE SUPPORTED AT
JOINTS.
4. STEEL REINFORCEMENT SHALL END 3 INCHES FROM
3. WELDED WIRE FABRIC SHALL BE MATS, NOT ROLLED.
WIRE FABRIC, 6X6-W4XW4.
STRUCTURES SHALL BE REINFORCED WITH WELDED
2. ALL ODD SHAPED SLABS AND SLABS WITH
1. ALL FREE EDGES SHALL HAVE THICKENED EDGES.
NOTES:
MATCH LINE - SHT CP102
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MATCH LINE - SHT CP101
CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
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DEFORMED TIE BAR CONTRACTION JOINT
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A B
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GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTES
10 NEW FLAGPOLE, SEE SHEET CS512.
9 NEW GRAVEL SURFACE.
SEE SHEET CS510.
8 NEW AGGREGATE BASE COURSE PAVEMENT,
7 NEW CONCRETE PAVEMENT, SEE SHEET CS510.
6 NEW RANGE LIMIT MARKER, SEE SHEET CS511.
5 NEW ACCESS CONTROL GATE, SEE SHEET CS512.
4 NEW PEDESTRIAN GATE, SEE SHEET CS507.
3 NEW 24' WIDE SWING GATE, SEE SHEET CS507.
2 NEW FE6-TR-72 CHAINLINK FENCE, SEE SHEET CS506.
1 NEW CONCRETE SIDEWALK, SEE SHEET CS509.
#57 STONE, 6" THICK.
4. GRAVEL AREA AROUND BUILDINGS SHALL BE 10 FEET WIDE,
ARE 20' UNLESS INDICATED OTHERWISE.
3. TARGET ACCESS ROADS ARE 12 FEET WIDE; TURNING RADII
OR FACE OF STRUCTURE.
2. COORDINATE CALLOUTS ARE TO THE EDGE OF PAVEMENT
1. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.
SEE SHEET CS518 & CS519
SAT WITH PC
SEE SHEET CS515
TARGET BOOT
SEE SHEET CS516
PC PROTECTION EMPLACEMENT
SEE SHEET CS515
IRON MAIDEN PAD
SEE SHEET CS504
STATIONARY ARMOR TARGET
SEE SHEET CS503
MOVING INFANTRY TARGET
SEE SHEET CS502
WIDENED SIT EMPLACEMENT
SEE SHEET CS501
(SIT) EMPLACEMENT
STATIONARY INFANTRY TARGET
SEE SHEET CS514
VEHICLE FIRING POSITON
SEE SHEET CS508
ONE MAN WALK-IN FIGHTING POSITION
N
SCALE: 1"=30'
30' 30' 60'
T E
X X
X X
X X
X X
XXXXXXXXXXX
(TYP)
20'
E
A C
H
TE
TE
X
R
R
R
R
R R
R
R
R
E
A C
H
JOINT ALIGNMENT
MATCH EXISTING
R
R
R
R
R
R R
R
R
R R R
R
RR
R
R
S
IT
E P
L A
N
A R
E A B
CS102
NEW CONCRETE DRIVEWAY
NEW CONCRETE SIDEWALK
MATCH LINE - SHT CS105
M A
T C
H L
IN
E S
H T C
S
NOTES
TO BE REMOVED.
PLANS FOR LOCATION OF EXISTING CONCRETE
CONCRETE. SEE DEMOLITION AND JOINT
3. NEW CONCRETE WORK MAY ABUT EXISTING
INTERFERENCES/DEMOLITION.
2. SEE ELECTRICAL PLANS FOR ELECTRICAL
AND LEGEND.
1. SEE SHEET C-001 FOR GENERAL NOTES
R
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IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
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P
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P
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P
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P
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O A K D
O U B L E
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O A K
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P
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P
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P
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P
IN
E
P
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P
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P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
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P
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E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
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P
IN
E
P
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P
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P
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O A
K
P
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D
IT
C H
74'
FF = 417.80
TRAINING SUPPORT FACILITY
65'R
50'R
N 865,303.75
E 2,088,712.84
N 865,193.48
E 2,088,828.78
15'
10'
6' 30'38'
40.3'
16'
EXISTING PAVEMENT
E X
IS
T
IN
G P
A V
E M
E N
T
E 2,088,701.45
E 2,088,700.92
E 2,088,772.20
E 2,088,792.89
SHOULDER
N 865,327.49
BC
N 865,329.73
EC
N 865,306.29
BC
N 865,308.00
EC
OTHER CONTRACT)
(UNDER RENOVATION BY
BUILDING 5500
TRAINING AID/SUPPORT CENTER
PAD (ELEC)
10'x20' CONCRETE
PAD (ELEC)
5'x6' CONCRETE
PAD (MECH)
16.75'x24.75' CONCRETE
A N
S I
D
C H
E C
K E
D B
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D R
A W
N B
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S
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X X
X X
X X -X
X -X -X
X X
X
SHEET ID
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IL
E N
A M
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B
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D
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F
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2 3 4 5 6 7 8 9 10
S O
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US Army Corps
C A
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G O
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-2
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S A
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A H D
IS
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M Y C
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E E
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W
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ISSUED FOR CONSTRUCTION
M A
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H
V O
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C
IV
IL
$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
A B
EDC
KEY MAP
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTES
10 NEW FLAGPOLE, SEE SHEET CS512.
9 NEW GRAVEL SURFACE.
SEE SHEET CS510.
8 NEW AGGREGATE BASE COURSE PAVEMENT,
7 NEW CONCRETE PAVEMENT, SEE SHEET CS510.
6 NEW RANGE LIMIT MARKER, SEE SHEET CS511.
5 NEW ACCESS CONTROL GATE, SEE SHEET CS512.
4 NEW PEDESTRIAN GATE, SEE SHEET CS507.
3 NEW 24' WIDE SWING GATE, SEE SHEET CS507.
2 NEW FE6-TR-72 CHAINLINK FENCE, SEE SHEET CS506.
1 NEW CONCRETE SIDEWALK, SEE SHEET CS509.
#57 STONE, 6" THICK.
4. GRAVEL AREA AROUND BUILDINGS SHALL BE 10 FEET WIDE,
ARE 20' UNLESS INDICATED OTHERWISE.
3. TARGET ACCESS ROADS ARE 12 FEET WIDE; TURNING RADII
OR FACE OF STRUCTURE.
2. COORDINATE CALLOUTS ARE TO THE EDGE OF PAVEMENT
1. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.
SEE SHEET CS518 & CS519
SAT WITH PC
SEE SHEET CS515
TARGET BOOT
SEE SHEET CS516
PC PROTECTION EMPLACEMENT
SEE SHEET CS515
IRON MAIDEN PAD
SEE SHEET CS504
STATIONARY ARMOR TARGET
SEE SHEET CS503
MOVING INFANTRY TARGET
SEE SHEET CS502
WIDENED SIT EMPLACEMENT
SEE SHEET CS501
(SIT) EMPLACEMENT
STATIONARY INFANTRY TARGET
SEE SHEET CS514
VEHICLE FIRING POSITON
SEE SHEET CS508
ONE MAN WALK-IN FIGHTING POSITION
N
SCALE: 1"=30'
30' 30' 60'
E A E
CS105
S
IT
E P
L A
N
MATCH LINE - SHT CS102
M A
T C
H L
IN
E S
H T C
S
NOTES
MATCH LINE - SHT CS101
TO BE REMOVED.
PLANS FOR LOCATION OF EXISTING CONCRETE
CONCRETE. SEE DEMOLITION AND JOINT
3. NEW CONCRETE WORK MAY ABUT EXISTING
INTERFERENCES/DEMOLITION.
2. SEE ELECTRICAL PLANS FOR ELECTRICAL
AND LEGEND.
1. SEE SHEET C-001 FOR GENERAL NOTES
R
E V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
M
A R
P
IN
E
P
IN
E
P
IN
E
P
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P
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P
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P
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O A K
P
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P
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P
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P
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P
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P
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P
IN
E
P
IN
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P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
IN
E
P
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E
P
IN
E
P
IN
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P
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P
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P
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P
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P
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P
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D
S
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P
IN
E
S
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P
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H W
S
S
P
IN
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H W
P
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S
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IN
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P
IN
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D
IT
C H
N 864,913.60
E 2,088,965.18
EDGE OF EXISTING PAVEMENT
R75'
N 864,874.31
E 2,088,858.44
BUILDING 5504
N 865,023.71
E 2,089,070.29
N 864,753.99
E 2,088,845.24
OTHER CONTRACT)
(UNDER RENOVATION BY
BUILDING 5500
TRAINING AID/SUPPORT CENTER
OTHER CONTRACT)
(UNDER RENOVATION BY
BUILDING 5500
TRAINING AID/SUPPORT CENTER
MATCH EXISTING
REPLACE ASPHALT AND SUBBASE
SHEET MS501 FOR CRANE CLEARANCES.
FROM EXISTING BUILDING = 35.0'. REFERENCE
CONCRETE PAVEMENT. MINIMUM CLEARANCE
CRANE APPROVED. CENTER CRANE ON NEW
ON CRANE MANUFACTURER CHOSEN AND
ONLY. SPECIFIC DIMENSIONS WILL DEPEND
NOTE: CRANE AS DEPICTED IS FOR CONCEPT
OF CRANE RAILS
TO CENTERLINE
13.0'
LOCATION)
RAILS (CONCEPTUAL
A N
S I
D
C H
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K E
D B
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D R
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IS
S
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X X
X X
X X -X
X -X -X
X X
X
SHEET ID
F
IL
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A M
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
S O
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US Army Corps
C A
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M A
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H
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IV
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$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
A B
EDC
KEY MAP
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTES
10 NEW FLAGPOLE, SEE SHEET CS512.
9 NEW GRAVEL SURFACE.
SEE SHEET CS510.
8 NEW AGGREGATE BASE COURSE PAVEMENT,
7 NEW CONCRETE PAVEMENT, SEE SHEET CS510.
6 NEW RANGE LIMIT MARKER, SEE SHEET CS511.
5 NEW ACCESS CONTROL GATE, SEE SHEET CS512.
4 NEW PEDESTRIAN GATE, SEE SHEET CS507.
3 NEW 24' WIDE SWING GATE, SEE SHEET CS507.
2 NEW FE6-TR-72 CHAINLINK FENCE, SEE SHEET CS506.
1 NEW CONCRETE SIDEWALK, SEE SHEET CS509.
#57 STONE, 6" THICK.
4. GRAVEL AREA AROUND BUILDINGS SHALL BE 10 FEET WIDE,
ARE 20' UNLESS INDICATED OTHERWISE.
3. TARGET ACCESS ROADS ARE 12 FEET WIDE; TURNING RADII
OR FACE OF STRUCTURE.
2. COORDINATE CALLOUTS ARE TO THE EDGE OF PAVEMENT
1. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.
SEE SHEET CS518 & CS519
SAT WITH PC
SEE SHEET CS515
TARGET BOOT
SEE SHEET CS516
PC PROTECTION EMPLACEMENT
SEE SHEET CS515
IRON MAIDEN PAD
SEE SHEET CS504
STATIONARY ARMOR TARGET
SEE SHEET CS503
MOVING INFANTRY TARGET
SEE SHEET CS502
WIDENED SIT EMPLACEMENT
SEE SHEET CS501
(SIT) EMPLACEMENT
STATIONARY INFANTRY TARGET
SEE SHEET CS514
VEHICLE FIRING POSITON
SEE SHEET CS508
ONE MAN WALK-IN FIGHTING POSITION
N
E A E
CU105
U T
IL
IT
Y P
L A
N
M A
T C
H L
IN
E S
H T C
U
MATCH LINE - SHT CU102MATCH LINE - SHT CU101
NOTES
TRENCH TREE PROTECTION WILL BE PROVIDED.
5. IF NEW WATERLINE INSTALLED BY OPEN CUT
ANY LAND DISTURBANCE ACTIVITY.
TRAINED INDIVIDUAL SHALL BE ONSITE DURING
SEDIMENTATION CONTROL STATE CERTIFIED
4. A LEVEL 1A (OR GREATER) EROSION &
ACTIVITIES.
BUILDINGS/ USERS DURING CONSTRUCTION
CONTINUOUS UTILITY SERVICE TO IMPACTED
CONSTRUCTION OFFICE TO ENSURE
CWW AND CORPS OF ENGINEERS
3. CONTRACTOR SHALL COORDINATE WITH
CONNECTION TO EXISTING WATER LINES.
USED DURING WATER LINE SHUTDOWNS FOR
FOR ALL WATER VALVE LOCATIONS TO BE
COLUMBUS WATER WORKS (CWW)
2. CONTRACTOR SHALL COORDINATE WITH
NEW ELECTRIC AND COMMUNICATION LINES.
1. SEE ES PLATES FOR FOR LOCATIONS OF
POST INDICATOR VALVE
10" DIA. WATERLINE
8" SAN SWR SERVICE LINE
10" VALVE WITH BOX
8" DIA FIRE PROTECTION LINE
7 6" DIA WATER LINE
8" VALVE WITH BOX
16" VALVE WITH BOX
3" DOMESTIC SERVICE LINE
3" VALVE WITH BOX
6" DIA SS LINE (MIN. SLOPE = 2%)
FIRE HYDRANT ASSEMBLY
6" VALVE WITH BOX
SEE DETAIL, SHT. CU 503
TAPPING SLEEVE/VALVE INSTALLATION
R
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IS
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N A
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P
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P
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C H
BUILDING 5504
OTHER CONTRACT)
(UNDER RENOVATION BY
BUILDING 5500
TRAINING AID/SUPPORT CENTER
OTHER CONTRACT)
(UNDER RENOVATION BY
BUILDING 5500
TRAINING AID/SUPPORT CENTER
SS - 2
SEPARATION
10' MIN.
BORE BENEATH ROADWAY
JACK AND DIRECTIONAL
SEWER LINES
LINE AND EXISTING SANITARY
CLEARANCE BETWEEN WATER
MAINTAIN MINIMUM 18" VERTICAL
8"DIP=404.00
8"PVC=404.30
8"PVC=404.20
8"PVC=405.70
TOP=412.10
SS - 3 (EXISTING)
5,7
A N
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X -X -X
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SHEET ID
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2 3 4 5 6 7 8 9 10
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C A
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M A
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$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
A B
EDC
KEY MAP
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTES
10 NEW FLAGPOLE, SEE SHEET CS512.
9 NEW GRAVEL SURFACE.
SEE SHEET CS510.
8 NEW AGGREGATE BASE COURSE PAVEMENT,
7 NEW CONCRETE PAVEMENT, SEE SHEET CS510.
6 NEW RANGE LIMIT MARKER, SEE SHEET CS511.
5 NEW ACCESS CONTROL GATE, SEE SHEET CS512.
4 NEW PEDESTRIAN GATE, SEE SHEET CS507.
3 NEW 24' WIDE SWING GATE, SEE SHEET CS507.
2 NEW FE6-TR-72 CHAINLINK FENCE, SEE SHEET CS506.
1 NEW CONCRETE SIDEWALK, SEE SHEET CS509.
#57 STONE, 6" THICK.
4. GRAVEL AREA AROUND BUILDINGS SHALL BE 10 FEET WIDE,
ARE 20' UNLESS INDICATED OTHERWISE.
3. TARGET ACCESS ROADS ARE 12 FEET WIDE; TURNING RADII
OR FACE OF STRUCTURE.
2. COORDINATE CALLOUTS ARE TO THE EDGE OF PAVEMENT
1. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.
SEE SHEET CS518 & CS519
SAT WITH PC
SEE SHEET CS515
TARGET BOOT
SEE SHEET CS516
PC PROTECTION EMPLACEMENT
SEE SHEET CS515
IRON MAIDEN PAD
SEE SHEET CS504
STATIONARY ARMOR TARGET
SEE SHEET CS503
MOVING INFANTRY TARGET
SEE SHEET CS502
WIDENED SIT EMPLACEMENT
SEE SHEET CS501
(SIT) EMPLACEMENT
STATIONARY INFANTRY TARGET
SEE SHEET CS514
VEHICLE FIRING POSITON
SEE SHEET CS508
ONE MAN WALK-IN FIGHTING POSITION
N
SUPPORTS
BRIDGE CRANE
DWGS FOR
SEE STRUCTURAL
REQUIREMENTS
FOR BRIDGE CRANE
SECTION 41 22 13.13
SEE SPECIFICATION
MS501
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35-TON CRANE
CLEARANCES
NOT TO SCALE
.0
30'-0.00"
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®of Engineers
US Army Corps
C A
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K6ENXNPM
28-MAR-2018 11:46
IP_PWP:dms20821\nvrms501.dgn
S
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ES102
A R
E A E
SHEET KEY NOTES
GENERAL SHEET NOTES
SEE SHEET EP601.
OVERHEAD CRANE ENCLOSED CIRCUIT BREAKER (ECB-03).
AND QUANTITIES.
8. SEE EP600 SERIES (ONE SINGLE DIAGRAM) FOR FEEDER SIZES
THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).
7. ALL COORDINATION WITH FLINT ELECTRIC SHALL BE THROUGH
IN THE FIELD BY THE CONTRACTOR.
6.THE LOCATIONS OF EXISTING UTILITIES SHALL BE DETERMINED
GAS LINES, AND ANY OTHER UTILITIES.
STEAM LINES, HIGH TEMP WATER LINES, CHILLED WATER LINES,
LIGHTING, STORM DRAINS, SANITARY SEWERS, WATER LINES,
INCLUDE, BUT NOT BE LIMITED TO: POWER, COMMUNICATIONS,
ENVIRONMENTAL, AND MECHANICAL SITE DRAWINGS. THIS SHALL
UTILITIES THAT ARE SHOWN ON THE CIVIL, LANDSCAPE,
5.ALL WORK SHALL BE COORDINATED WITH THE NEW AND EXISTING
CIRCUIT BREAKER DETAIL.
4. SEE SHEET ES501 FOR OVERHEAD CRANE ENCLOSED
CAN BERAISED OR LOWERED.
REQUIRE DE-ENERGIZING THE TRANSFORMER BEFORE THE TAPS
CREMENTS. THE TAP CHANGER IS A NO LOAD UNIT AND WILL
FOR A 5% RAISE OR LOWERING OF THE VOLTAGE IN 2-1/2% IN
THE PANEL IS UNDER NORMAL LOAD. THE TAP CHANGER ALLOWS
TAPS WITH FLINT TO PROVIDE 480 VOLTS AT PANEL EP1 BUS WHEN
3. COORDINATE THE SETTING OF THE TRANSFORMER PRIMARY
BY FLINT.
TERMINATORS AND CONNECTION TO THE TRANSFORMER SHALL BE
LUGS OF THE TRANSFORMER. INSTALLATION OF THE CABLE
LENGTH TO FACILITATE THEIR CONNECTION TO THE SECONDARY
OF THE TRANSFORMER. THE CABLES SHALL BE OF SUFFICIENT
CRANE SERVICE EQUIPMENT TO THE SECONDARY COMPARTMENT
SECONDARY SERVICE CONDUCTORS AND DUCTLINES FROM THE
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
THE GOVERNMENT AND IS NOT IN THIS CONTRACT.
DONE BY FLINT SHALL BE UNDER A SEPARATE CONTRACT WITH
SHALL BE FURNISHED AND INSTALLED BY FLINT EMC. ALL WORK
2. TRANSFORMER, PRIMARY SERVICE, AND TRANSFORMER METER
1. SEE SHEET ES001 FOR LEGEND AND NOTES.
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®of Engineers
US Army Corps
K6ENXNPM
28-MAR-2018 11:46
IP_PWP:dms20823\nvres102.dgn
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-2 n v re s .d g n
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IN
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ISSUED FOR CONSTRUCTION
M A
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SCALE: 1"=30'
30' 30' 60'
KEY MAP
A B
EDC
N
BUILDING 5504
OTHER CONTRACT)
(UNDER RENOVATION BY
BUILDING 5500
TRAINING AID/SUPPORT CENTER
OTHER CONTRACT)
(UNDER RENOVATION BY
BUILDING 5500
TRAINING AID/SUPPORT CENTER
OTHER CONTRACT)
(UNDER RENOVATION BY
BUILDING 5500
TRAINING AID/SUPPORT CENTER
C O
C O
NOT USED
NOT USED NOT USED
D
IT
C H
CIRCUIT BREAKER (ECB-03)
OVERHEAD CRANE ENCLOSED
| nvrcg101 |
| Saved Views |
| MAIN |
| References |
| 20_scrn30, PW_WORKDIR:dms20807 |
| nvrc-tp.dgn |
| PW_WORKDIR:dms20807 |
| nvrc-sp.dgn |
| nvrc-mp.dgn |
| nvrc-lo.dgn |
| nvrc-up.dgn |
| nvrc-in.dgn |
| nvrc-loc.dgn |
| Design Model, PW_WORKDIR:dms20807 |
| nvrg01bs.dgn |
| Top, PW_WORKDIR:dms20807 |
| nvrc-nt.dgn |
| nvrcg102 |
| Saved Views |
| MAIN |
| References |
| 20_scrn30, PW_WORKDIR:dms20807 |
| nvrc-tp.dgn |
| PW_WORKDIR:dms20807 |
| nvrc-sp.dgn |
| nvrc-mp.dgn |
| nvrc-lo.dgn |
| nvrc-up.dgn |
| nvrc-in.dgn |
| nvrc-loc.dgn |
| Design Model, PW_WORKDIR:dms20807 |
| nvrg01bs.dgn |
| Top, PW_WORKDIR:dms20807 |
| nvrc-nt.dgn |
| nvrcp105 |
| Saved Views |
| MAIN |
| References |
| 20_scrn40, PW_WORKDIR:dms20807 |
| nvrc-tp.dgn |
| PW_WORKDIR:dms20807 |
| nvrc-sp.dgn |
| nvrc-up.dgn |
| nvrc-lo.dgn |
| nvrcs-joint.dgn |
| nvrc-jp-e.dgn |
| nvrc-loc.dgn |
| Design Model, PW_WORKDIR:dms20807 |
| nvrg01bs.dgn |
| Top, PW_WORKDIR:dms20807 |
| nvrc-nt.dgn |
| nvrcs102 |
| Saved Views |
| MAIN |
| References |
| 20_scrn30, PW_WORKDIR:dms20807 |
| nvrc-tp.dgn |
| PW_WORKDIR:dms20807 |
| nvrc-sp.dgn |
| nvrc-mp.dgn |
| nvrc-lo.dgn |
| nvrc-loc.dgn |
| Design Model, PW_WORKDIR:dms20807 |
| nvrg01bs.dgn |
| Top, PW_WORKDIR:dms20807 |
| nvrc-nt.dgn |
| nvrcs105 |
| Saved Views |
| MAIN |
| References |
| 20_scrn30, PW_WORKDIR:dms20807 |
| nvrc-tp.dgn |
| PW_WORKDIR:dms20807 |
| nvrc-sp.dgn |
| nvrc-up.dgn |
| nvrc-lo.dgn |
| nvrc-mp.dgn |
| nvrc-loc.dgn |
| Design Model, PW_WORKDIR:dms20807 |
| nvrg01bs.dgn |
| Top, PW_WORKDIR:dms20807 |
| nvrc-nt.dgn |
| nvrcu105 |
| Saved Views |
| MAIN |
| References |
| 20_scrn30, PW_WORKDIR:dms20807 |
| nvrc-tp.dgn |
| PW_WORKDIR:dms20807 |
| nvrc-sp.dgn |
| nvrc-up.dgn |
| nvrc-lo.dgn |
| nvrc-mp.dgn |
| nvrc-loc.dgn |
| Design Model, PW_WORKDIR:dms20807 |
| nvrg01bs.dgn |
| Top, PW_WORKDIR:dms20807 |
| nvrc-nt.dgn |
| nvrms501 |
| References |
| bdr, PW_WORKDIR:dms20821 |
| nvrg01bs.dgn |
| PW_WORKDIR:dms20807 |
| nvrcu501.dgn |
| nvres102 |
| References |
| PW_WORKDIR:dms20807 |
| nvrc-tp.dgn |
| nvrc-mp.dgn |
| G: |
| install_maps |
| ftbenn |
| dgn |
| UTILITIES_WATER.dgn |
| Border Sheet, PW_WORKDIR:dms20823 |
| nvrg01bs.dgn |
| Ref, PW_WORKDIR:dms20807 |
| nvrc-sp.dgn |
| nvres102.dgn |
| MODEL ELECTRICAL PLAN, PW_WORKDIR:dms20823 |
| nvrc-elect.dgn |
| KEY PLAN, PW_WORKDIR:dms20823 |
| key plan.dgn |
File details come from the government source that posted it.