ES101 - Electrical Site Plan.pdf
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- Solicitation number
- 36C78626B0007
About this file
Electrical Site Plan Summary
This is an electrical site plan drawing for a 250kW diesel generator installation at the Dayton National Cemetery Expansion project. The plan depicts the layout and routing of electrical infrastructure, including generator placement, automatic transfer switch (ATS) installation, conduit runs, and utility connections across the facility grounds.
The project requires installation of a 250kW diesel generator with sound-attenuating enclosure and integral diesel underbelly tank, a 208V, 800A, NEMA 4 pad-mounted automatic transfer switch rated for service entrance use, and associated electrical distribution components. Key requirements include providing a 4'x4' traffic-rated manhole, installing an Emergency Power Off (EPO) device to control fuel dispensing pumps per NEC Article 514.11(a), grounding and bonding of equipment per NEC Article 514.16, and locating the generator annunciator panel in the maintenance bay. The electrical contractor is responsible for verifying all utility locations before excavation, repairing all disturbed surfaces to match existing conditions, sealing wall penetrations to maintain watertight ratings, and disconnecting and removing existing service conductors with coordinated downtime. Temporary generator service is specified during the service outage required for installing new service conductors. All underground utilities must be precisely located and properly compacted during backfill operations.
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Text version
J J
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937937
937 938938
933 933
928929
1931931
933934
92993
94194
928929
991191
92392
911912
G
R
A
V
E
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G R A V E L A R E A
EDGE OF GRAVEL
EDGE OF GRAVEL
G R A V E L
P A T H
G R A V E L P A T H
EDGE OF GR
AVEL
E D G E
O F G R A V E L
SECTION 15
SECTION 13
SECTION 12
SECTION 17
SECTION 19B SECTION 19A
SECTION 19
SECTION 6 SECTION 5
SECTION 2
SECTION A
SECTION G
SECTION I
SECTION R
SECTION 18B
MEMORIAL
SECTION
A
MEMORIAL
SECTION
B
MEMORIAL
SECTION
C
SECTION 9 SECTION8 SECTION 7
SECTION 14
SECTION 16
SECTION 18
SECTION 4
SECTION 3
SECTION 1
SECTION 11
CIVILIAN SECTIO
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SECTION 18C
SECTION P
SECTION Q
SECTION 10
SECTION N
SECTION M
SECTION L
SECTION K SECTION H
SECTION F
SECTION E
SECTION D
SECTION C
SECTION B
SECTION S
SECTION I
OP
OQ
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SECTION 20
SECTION 25
SECTION 21
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SECTION 26
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SECTION 36
SECTION 38
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SECTION 40
SECTION 41
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SECTION 27
SECTION 29
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SECTION 46
SECTION 32
G A R A G E
D A K O T A
T E X A S
A V E N U E
A V E N U
E
A V E N U E
M C M A H O N
A V E N U E
W E S T 3 R
D S T R E E
T
M I C H I G A N
A V E N U E
N E W M E X I C O
P L A C E
C O L O R A D O
O H I O
A V E N U E
O H I O
A
V E N
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A V E N U E
SIG
N (
MC
MA
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CO
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ADO
CP #200002
N=641130.385 E=1472091.638
ELEV=945.32
CP #200801
N=640509.937 E=1473258.453
ELEV=924.25
SAN. SEWER MANHOLE
RIM = 936.61
INV E 12" - 15" VCP = 925.75
INV SE 8" VCP = 931.08
INV S 12" - 15" VCP = 926.07
STRUCTURE BOTTOM = 925.75
SAN. SEWER MANHOLE
RIM = 935.62
INV NE 12" - 15" VCP = 924.48
INV W 12" - 15" VCP = 924.65
STRUCTURE BOTTOM = 924.48
SAN. SEWER MANHOLE
RIM = 929.18
INV NE 12" VCP = 920.32
INV SW 12" VCP = 920.55
STRUCTURE BOTTOM = 920.32
SAN. SEWER MANHOLE
RIM = 939.42
INV W 12" VCP = 927.36
INV NE 12" VCP = 927.36
STRUCTURE BOTTOM = 927.36
SAN. SEWER MANHOLE
RIM = 938.65
INV E 12" VCP = 929.12
INV SW 12" VCP = 929.20
STRUCTURE BOTTOM = 929.12
SAN. SEWER MANHOLE
RIM = 921.32
TOP NW 18" VCP = 919.22' (NOT OPEN)
INV NORTH 12" VCP = 913.37
INV NE 18" VCP = 912.26
TOP SE 18" VCP = 919.22 (NOT OPEN)
INV SW 18" VCP = 912.26
STRUCTURE BOTTOM = 912.26
SAN. SEWER MANHOLE
RIM = 922.26
INV NE 18" VCP = 916.56
INV SW 18" VCP = 916.56
STRUCTURE BOTTOM = 916.56
SAN. SEWER MANHOLE
RIM = 931.69
INV NW 12" VCP = 926.84
INV NE 18" VCP = 926.29
INV SW 18" VCP = 926.29
STRUCTURE BOTTOM = 926.29
SAN. SEWER MANHOLE
RIM = 931.54
INV WEST 8" VCP = 926.89
INV SE 12" VCP = 926.89
INV SW 12" VCP = 926.89
STRUCTURE BOTTOM = 926.89
SAN. SEWER MANHOLE
RIM = 917.24
INV NE 18" VCP = 908.84
INV SW 18" VCP = 910.67
STRUCTURE BOTTOM = 908.84
SAN. SEWER MANHOLE
RIM = 939.45
INV NORTH 15" VCP = 933.19
INV NE 15" VCP = 933.21
INV EAST 15" VCP = 932.71
INV SOUTH 15" VCP = 932.71
STRUCTURE BOTTOM = 932.71
TOP OF 4" NE & SW = 936.06
SAN. SEWER MANHOLE
RIM = 943.16
INV NE 8" VCP = 937.32
INV SW 8" VCP = 937.32
BOTTOM OF STRUCTURE = 937.32
SAN. SEWER MANHOLE
RIM = 914.39
INV NORTH 6" PVC = 903.89
INV NE 8" PVC = 903.54
INV SW 8" VCP = 903.79
STRUCTURE BOTTOM = 903.54
SAN. SEWER MANHOLE
RIM = 903.62
INV NORTH 8" VCP = 897.35
INV SOUTH 8" VCP = 897.38
INV SW 8" VCP = 897.84
STRUCTURE BOTTOM = 897.35
SAN. SEWER MANHOLE
RIM = 911.32
NV NORTH = 898.45
INV SOUTH 8" VCP = 898.45
STRUCTURE BOTTOM = 898.45
BRICKS MISSING ON WEST SIDE
10.50' BELOW NO PIPE VISIBLE
SAN. SEWER MANHOLE
RIM = 925.55
INV NW 18" VCP = 915.84
INV SOUTH 18" VCP = 915.74
INV SW 12" VCP = 917.76
INV WEST 8" VCP = 920.20
STRUCTURE BOTTOM = 915.74
SAN. SEWER MANHOLE
RIM = 899.66
INV NORTH (SEALED PIPE)
INV NW 12" VCP = 895.11
INV SOUTH 12" VCP = 895.16
STRUCTURE BOTTOM = 895.11
SAN. SEWER MANHOLE
RIM = 899.46
INV NORTH 8" PVC = 894.71
INV SE 8" PVC INSIDE OF 12" PVC = 894.81
STRUCTURE BOTTOM = 894.71
CURB INLET
RIM = 927.45
INV NORTH 8" VCP = 926.00
INV SOUTH 8" VCP = 925.87
STRUCTURE BOTTOM = 925.85
CURB INLET
RIM = 927.40
INV WEST 8" VCP = 925.97
INV SOUTH 8" VCP = 925.95
STRUCTURE BOTTOM = 925.65
CURB INLET
RIM = 917.67
INV NORTH 8" VCP = 916.25
INV SOUTH 8" VCP = 916.16
STRUCTURE BOTTOM = 916.02
CURB INLET
RIM = 917.52
INV SOUTH 8" VCP = 916.11
STRUCTURE BOTTOM = 916.04
CURB INLET
RIM = 914.77
INV SOUTH 8" VCP = 913.34
STRUCTURE BOTTOM = 913.09
CURB INLET
RIM = 914.84
INV NORTH 8" VCP = 913.41
INV SOUTH 8" PVC = 913.27
STRUCTURE BOTTOM = 913.08
STORM INLET
RIM = 914.85
INV NORTH 8" PVC = 912.60
INV NE 18" PVC = 908.00
INV SE 12" VCP = 910.65
INV SW 4" HDPE = 910.40
INV WEST 18" PVC = 908.02
STRUCTURE BOTTOM = 908.00
INLET
RIM = 914.16
INV NORTH 6" HDPE = 912.81
STRUCTURE BOTTOM = 912.58
CURB INLET
RIM = 913.41
INV NW 6" VCP = 911.88
STRUCTURE BOTTOM = 911.36
STORM INLET
RIM = 952.89
INV E 8" HDPE = 949.69
STRUCTURE BOTTOM = 949.47
STORM INLET
RIM = 934.04
INVV SE 12" RCP = 930.05
STRUCTURE BOTTOM = 930.05
STORM INLET
RIM = 933.99
INV NW 12" RCP = 929.88
INV SE 12" RCP = 929.88
STRUCTURE BOTTOM = 929.88
STORM INLET
RIM = 924.67
INV W 6" PVC = 922.60
INV S 12" RCP = 922.53
STRUCTURE BOTTOM = 922.42
STORM SEWER MANHOLE
RIM = 923.42
INV N 12" RCP = 917.20
INV E 24" RCP = 916.24
INV W 24" RCP = 916.27
CURB INLET
RIM = 923.31
INV W 12" RCP = 920.79
STRUCTURE BOTTOM = 920.79
STORM INLET
RIM = 923.84
INV W 12" RCP = 919.25
INV E 12" RCP = 919.76
STRUCTURE BOTTOM = 919.25
STORM INLET
RIM = 941.01
INV S 12" RCP = 936.30
STRUCTURE BOTTOM = 936.30
STORM INLET
RIM = 940.18
INV W 24" RCP = 935.63
INV NE 24" RCP = 932.00
STRUCTURE BOTTOM = 932.00
STORM SEWER MANHOLE
RIM = 940.18
INV N 24" RCP = 930.28
INV E 4" VCP = 935.10
INV S 24" VCP = 930.35
INV SW 24" RCP = 931.38
STRUCTURE BOTTOM = 930.28
STORM INLET
RIM = 932.53
INV NW 12" VCP = 929.12
INV N 12" VCP = 929.11
INV SE 12" VCP = 929.10
STORM INLET
RIM = 930.57
INV NW 12" VCP = 927.32
INV SE 12" VCP = 927.32
STRUCTURE BOTTOM = 927.32
BEEHIVE INLET AT RIM
RIM = 931.19
INV NW 12" VCP = 927.20
INV E 12" VCP = 927.20
INV S 8" VCP = 928.74
STRUCTURE BOTTOM = 927.20
STORM SEWER MANHOLE
RIM = 933.85
INV NE 24" VCP = 927.23
INV SW 24" VCP = 927.50
STRUCTURE BOTTOM = 927.23
STORM SEWER MANHOLE
RIM = 932.85
INV NE 24" VCP = 925.31
INV SW 24" VCP = 925.59
INV W 12" VCP = 926.02
STRUCTURE BOTTOM = 925.31
STORM SEWER MANHOLE
RIM = 926.88
INV N 12" RCP = 922.35
INV NE 24" VCP = 919.73
INV SW 24" VCP = 919.82
STRUCTURE BOTTOM = 919.73
STORM SEWER MANHOLE
RIM = 924.23
INV N 12" RCP = 919.58
INV E 24" RCP = 916.89
INV SE 12" RCP = 918.21
INV W 24" RCP = 916.98
STRUCTURE BOTTOM = 916.89
STORM SEWER MANHOLE
RIM = 910.80
INV SW 18" PVC = 902.60
INV E 30 RCP = 902.60
STORM SEWER MANHOLE
RIM = 910.39
INV SW 30" RCP = 902.09
STORM INLET
RIM = 906.18
INV NW 6" HDPE = 904.98
INV SE 6" HDPE = 904.98
STRUCTURE BOTTOM = 904.98
STORM INLET
RIM = 917.21
INV NW 4" HDPE = 914.03
INV NE 15" VCP = 914.21
INV SE 15" VCP = 914.28
STRUCTURE BOTTOM = 913.35
ST
OR
M
INL
ET
RIM
21.
INV
N
OR
TH
T O 15"
C
UT
O
UT
19.
ST
RU
CT
UR
E
BO
TTO
M
.78
SAN SEWER MH
RIM = 923.04
INV NE 18" VCP = 914.49
INV SE 12" RCP = 919.79
INV SW 18" VCP = 917.04
INV SW 8" VCP = 917.54
STRUCTURE BOTTOM = 914.49
CURB INLET
RIM = 922.84
INV NW 12' RCP = 919.59
STRUCTURE BOTTOM = 919.59
STORM INLET
RIM = 926.31
INV NW 12" RCP = 922.56
STRUCTURE BOTTOM = 922.56
STORM SEWER MANHOLE
RIM = 926.31
INV NW 8" HDPE = 920.26
INV NE 18" VCP = 919.01
INN SE 12" RCP = 921.81
INV SW 18" VCP = 919.18
STRUCTURE BOTTOM = 919.01
STORM INLET
RIM = 925.86
INV NW 6" VCP = 923.56
STRUCTURE BOTTOM = 923.56
STORM INLET
RIM = 931.89
INV WEST 12" RCP = 929.59
STRUCTURE BOTTOM = 929.59
STORM INLET
RIM = 932.17
INV NW 12" RCP = 928.97
INV EAST 12" RCP = 929.17
STORM INLET
RIM = 931.92
INV NW 12" RCP = 927.82
INV SE 12" RCP = 927.92
STRUCTURE BOTTOM = 927.82
STORM SEWER MANHOLE
RIM = 931.97
INV WEST 12" VCP = 923.47
INV NE 24" VCP = 922.47
INV SE 12" VCP = 927.22
INV SW 24" VCP = 922.47
STRUCTURE BOTTOM = 922.47
STORM INLET
RIM = 937.86
INV SOUTH 15" CMP = 934.60
STRUCTURE BOTTOM = 934.37
CURB INLET
RIM = 926.05
INV EAST 8" VCP = 923.45
STRUCTURE BOTTOM = 923.45
STORM INLET
RIM = 898.59
INV NW 24" RCP = 890.04
INV N 12" VCP = 890.01
INV SE 24" RCP = 889.78
STRUCTURE BOTTOM = 889.78
CURB INLET
RIM = 901.11
INV N 12" HDPE = 896.01
STRUCTURE BOTTOM = 896.01
STORM INLET
RIM = 932.93
INV S 12" RCP = 929.57
STRUCTURE BOTTOM = 929.57
STORM INLET
RIM = 936.40
INV W 12" VCP = 930.15
INV E 12" VCP = 930.15
STRUCTURE BOTTOM = 930.15
STORM SEWER MANHOLE
RIM = 935.19
INV W 12" VCP = 925.41
INV E 12" VCP = 925.09
STRUCTURE BOTTOM = 925.09
TERMINUS OF PIPE UNKNOWN
STORM INLET RIM = 934.49
INV N 12" RCP = 932.04
INV W 8" HDPE = 932.42
STRUCTURE BOTTOM = 931.74
STORM INLET
RIM = 918.00
STRUCTURE IS FULL OF DEBRIS
INLET IS NOT ACCESSIBLE
STORM INLET
RIM = 925.39
INV WEST 8" VCP = 922.34
STRUCTURE BOTTOM = 922.34
I.P.
WSV
WSV
WSV
S
TM
S
TM
CB
S A N
G A S
SAN
MH
SAN
MH
S
TM
CB
12"
STM
GV
WV
FH
WSV
WSV
TELE
MH
WSV
GSV
WM
WSV
STM
MH
CB
PULL
BOX
CB
PULL
BOX
GSV
WSV
WM
WSV
GSV
FH
PULL
BOX
CB
GAS
G A S
12" 12"
CB
CB
STM
MH
STM
MH
S
TM
S
TM
12"
STM
PULL
BOX
INV 12" N 874.79
INV 12" W 875.44
TOP CB 878.89
887.8
897.6
893.9 893.6
CB
X-WALK
RISER
X-WALK
RISER
TRAFFIC
PED
L
P
L
P
P
S
S
S
L
P
L
P
P
P
L
L
L
L
P
P
T
P
L
BROWN AVE.
COLORADO AVE
PE
NN
SY
LV
AN
IA
A
VE
TEXAS AVE.
MICHIGAN AVE.
W. THIRD ST.
HA
W
AI
I P
L
OHIO AVE.
925.500 Columbarium Survey Point
PPC
PPC
PPC
PPC
IGC
TRAD
33A
PPC
R O
C K
C O
N
STR
U C
TIO
N
EN
TR
A N
C E
NEW CONTRACTOR
LAYDOWN YARD
N=641549.23 E=1473963.51
N=641535.14 E=1473932.38
N=641528.27 E=1473896.39
N=641529.37 E=1473859.47
N=641215.72 E=1472467.76
N=641248.59 E=1472436.09
N=641277.95 E=1472467.76
N=641282.34 E=1472539.01
N=641248.59 E=1472570.26
N=641230.72 E=1472539.01
N=13.40E=13.42
N=641156.56 E=1471990.42
N=641175.43 E=1471999.33N=641172.38
E=1471976.81
TABLES / SCHEDULES /
LEGENDS
DETAILS
PROFILE
S
PLAN
CO
CO CO CO
CO
CO
CO CO
CO
CO
CO CO
CO CO
CO
CO CO
CO
CO
CO
CO
CO
CO CO
CO
CO
CO CO COCOCOCO
CO CO CO CO
CO CO
CO
COCOCOCO
CO CO CO CO
CO CO
CO
CO CO
CO
CO CO CO CO
CO
CO
CO
CO
CO
CO CO
CO
CO
COCO
CO
CO
CO
CO
CO
CO
COCO
CO
CO
EXISTING MEDIUM VOLTAGE
TRANSFORMER
'T-34'
EX MDP
PO
RT
AB
LE
0k
W
DIE
SE
L G
EN
ER
AT
OR
E9
PANEL RR
J E10
E3
UE
UE
UE
UE
UE
UE
EPO
GEN EPO
PANEL RR-33
E4
E5
FUEL PUMP
PANEL RR-28
FUEL PUMP
PANEL RR-32
FUEL EPO
PANEL RR-36
E7
UE
UE
UE
E1
NEW 250KW
GENERATOR
HEATER
PANEL RR-29
BATTERY CHARGER
PANEL RR-31
E8
EPO
UE
UE
E6
ATS HEATER
PANEL RR-35
E2
WP
WP
ELECTRICAL GENERAL NOTES
A.
B.
C.
D.
E.
F.
G.
UNDERGROUND DUCTS AND CONDUITS SHALL BE ENCASED IN CONCRETE. DIRECT
BURIAL CONDUIT MAY BE USED FOR OUTDOOR LIGHTING AND POWER BRANCH
CIRCUITS 600V AND LESS.
UTILITIES SHOWN ARE INDICATED SCHEMATICALLY. CONTRACTORS SHALL VERIFY
ALL DEPTHS AND ALL LOCATIONS/DIMENSIONS PRIOR TO EXCAVATING. ALL
UTILITIES MAY NOT BE SHOWN.
REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION ON EXISTING AND NEW
SITE CONDITIONS INCLUDING UTILITES.
ALL UNDERGROUND UTILITIES, PIPING, ETC. SHALL BE LOCATED EXACTLY BEFORE
DIGGING.ANY BACKFILL SHALL BE TAMPED AND COMPACTED TO PREVENT FUTURE
SETTLING. ALL EXCESS DIRT SHALL BE CLEARED FROM THE AREA AND DISPOSED
OF.
ELECTRICAL CONTRACTOR SHALL REPAIR ALL DISTRUBED SURFACES SUCH AS
SIDEWALKS, DRIVEWAYS, STREETS, GRASS, AND CONCRETE. REPLACED SURFACES
SHALL MATCH EXISTING.
CONTRACTOR IS RESPONSIBLE FOR DOING ALL WORK PER LOCAL RESPECTIVE
UTILITY REQUIREMENTS.
VERIFY EXACT LOCATIONS OF UTILITY CONNECTIONS, PRIOR TO START OF WORK.
ELECTRICAL PLAN KEYED NOTES
NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN
E1 PROVIDE 250 kW DIESEL GENERATOR WTH SOUND ATTENUATING
ENCLOSURE AND INTEGRAL DIESEL UNDERBELLY TANK. REFER TO SHEET
E501 AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.
E2
PROVIDE 208V, 800A, NEMA 4, PAD MOUNTED, SERVICE ENTRANCE RATED
3-POLE AUTOMATIC TRANSFER SWITCH. PROVIDE 120V POWER TO ATS
STRIP HEATER.
E3
EXISTING SERVICE CONDUCTORS SHALL BE DISCONNECTED AND
REMOVED. COORDINATE PHASING WITH INSTALLATION OF NEW SERVICE
ENTRANCE TRANSFER SWITCH AND TEMPORARY GENERATOR. MINIMIZE
AND COORDINATE ANY REQUIRED DOWNTIME WITH OWNER.
E4 ALL PENETRATIONS THROUGH WALL SHALL BE SEALED TO BE
WATERTIGHT AND MAINTAIN EXISTING RATINGS.
E5 LOCATE GENERATOR ANNUNCIATOR PANEL IN MAINTENACE BAY IN
ACCESSIBLE LOCATION.
E6
PROVIDE AND LABEL EPO DEVICE TO SHUT-OFF FUEL DISPENSING PUMPS
(GAS AND DIESEL) IN ACCORDANCE WITH NEC ARTICLE 514.11(A). EPO
SHALL SHUT OFF CIRCUIT BREAKERS VIA SHUNT TRIP.
E7
POWER TO EXISTING FUEL TANK SHALL BE DISCONNECTED AND REMOVED.
REFER TO SHEET CO100 FOR DETAILS ON TEMPORARY FUEL TANK
LOCATION AND SCOPE. EXISTING CIRCUITS MAY BE REUSED IF
DETERMINED FEASIBLE DURING CONSTRUCTION. INSTALL GROUND RODS
WITH 4/0 COPPER INSULATED WIRE. BOND THE TRANK FRAME TO THE
GROUNDING RODS USEING BARE 4/0 COPPER WIRE. GROUND AND BOND
PER NEC ARTICLE 514.16 AND MANUFACTURERS INSTALLATION
INSTRUCTIONS.
E8 PROVIDE 4'x4' MANHOLE WITH TRAFFIC RATED LID. SEE PHASING NOTES
FOR ADDITIONAL INFORMATION.
E9
PROVIDE 250KW, 208Y/120V, DIESEL PORTABLE GENERATOR WITH 800A
CIRCUIT BREAKER FOR TEMPORARY POWER DURING SERVICE OUTTAGE
REQUIRED FOR INSTALLING NEW SERVICE CONDUCTORS.
E10
TEMPORARY SERVICE CONDUCTORS SHALL BE ROUTED OVERHEAD TO
WALL ADJACENT TO MDP. ROUTE CONDUIT DOWN WALL AND INTO SIDE OF
MDP CONNECTING TO BUS ON LINE SIDE OF MAIN CIRCUIT BREAKER.
PROVIDE JUNCTION BOX AS REQUIRED. SEE PHASING NOTES FOR
ADDITIONAL DETAILS.
ELECTRICAL SERVICE PHASING
NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
INSTALL NEW GENERATOR AND AUTOMATIC TRANSFER SWITCH. PREPARE FOR
SERVICE CONNECTIONS.
PROVIDE TEMPORARY 250KW GENERATOR WITH 800A CIRCUIT BREAKER.
DISCONNECT POWER TO MDP FROM TRANSFORMER T-34 AFTER ISOLATING
POWER AND REMOVE SERVICE CONDUCTORS.
CONNECT TEMPORARY GENERATOR TO MDP. POWER SHALL BE ROUTED FROM
GENERATOR TO MDP AND CONNECTED TO THE LINE SIDE OF THE MAIN CIRCUIT
BREAKER.
TRENCH AND EXPOSE SERVICE ENTRANCE CONDUITS AND PATH TO TRANSFER
SWITCH.
CUT CONDUITS, PROVIDE SLIP FITTINGS, AND INSTALL NEW MANHOLE.
ROUTE CONDUITS FROM HANDHOLE TO NEW TRANSFER SWITCH.
PULL NEW SERVICE AND GENERATOR CONDUCTORS TO TRANSFER SWITCH.
PREPARE TO PULL CONDUCTORS FROM TRANSFER SWITCH TO MDP.
PULL NEW SERVICE CONDUCTORS FROM TRANSFORMER TO ATS AND FEEDER
FROM ATS TO MDP.
DISCONNECT TEMPORARY GENERATOR AND PULL NEW SERVICE CONDUCTORS
FROM ATS TO MDP.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSION
BID DOCUMENTS
4400 W THIRD ST. DAYTON, OH 45428
810CM3033
BID DOCUMENTS
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_D ay to n
N C
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S4
6.
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1:
:4
AM
ES101
ELECTRICAL SITE PLAN
FEBRUARY 5, 2026 WH ATW
Project Number
1/8" = 1'-0"1 ELECTRICAL SITE PLAN
Revisions: Date:
ADDENDUM 2 7/8/26
2 ADDENDUM 2
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
DESIGNER OF RECORD STAMPCONSULTANT
Project NumberRevisions: Date:
ARCHITECT/ENGINEER OF RECORDCONSULTANTS
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125Date:
GEOTECHNICAL
TERRACON
JEFF DUNLAP, PE
IRRIGATION
WATER IN
MOTION, INC.
TIMOTHY MALOOLY
COST ESTIMATING
OCMI
KYLE VEATER
175 James Avenue North Minneapolis, MN 55405 952.229.1911
611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020
2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571
U.S. Department of Veterans Affairs
Office of Design and Construction
Services
AMENDMENT 02 7/8/20262
1/8" = 1'-0"1 ELECTRICAL SITE PLAN
File details come from the government source that posted it. Updated .