ATTACHMENT A2-1751241 Final Drawings.pdf
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- Attached to
- Replace Oil Switch #26, BLDG 464, Dam Neck Annex
- Solicitation number
- N4008524R2808
About this file
This document is a set of detailed construction drawings and specifications for a project to Replace Oil Switch #26 at Building 464, Dam Neck Annex, NAS Oceana in Virginia Beach, Virginia. The project involves demolition of the existing oil switch and installation of a new SF6 switch, along with associated electrical site improvements. Key details include the general project vicinity, site demolition and new work plans, structural foundation details, electrical one-line diagrams, and various other construction details. The solicitation number is N4008524R2808 and the contracting agency is the Department of the Navy Naval Facilities Engineering Command. The project is scheduled for completion by June 10, 2024.
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VICINITY MAP SYMBOLS LEGEND GENERAL NOTES
REPLACE OIL SWITCH 26
NAS OCEANA DAM NECK ANNEX ° VIRGINIA BEACH, VIRGINIA
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND ~ MID-ATLANTIC
PUBLIC WORKS DEPARTMENT OCEANA
FACILITIES ENGINEERING AND ACQUISITION DIVISION
ABBREVIATIONSLOCATION MAP
DETAIL OR SECTION TITLE B2
C O
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AS NOTED
12910027
G-001
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06/10/2024
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1751241
Approved by FELIX PESSIG, REQUIREMENTS BRANCH HEAD. with
PWD OCEANA, via Email.
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SHEET LIST INDEX
NO. SHEET
NO.
NAVFAC DWG.
NO. SHEET TITLE
GENERAL
1 G-001 12910027 COVER SHEET
STRUCTURAL
2 S-301 12910028 SWITCHGEAR FOUNDATION SECTIONS
ELECTRICAL
3 E-001 12910029 ELECTRICAL SYMBOLS, LEGENDS & NOTES
4 E-100 12910030 GENERAL PROJECT VICINITY MAP
5 ED101 12910031 SITE DEMOLITION PREPARATION PLAN NEAR BLDG 464 - SWITCH 26
6 ED102 12910032 SITE DEMOLITION PLAN NEAR BLDG 464 - SWITCH 26
7 ED501 12910033 DEMOLITION DETAILS
8 ED601 12910034 EXISTING SUBSTATION 2 - DEMOLITION
9 E-101 12910035 SITE IMPROVEMENTS PLAN NEAR BLDG 464 - SWITCH 26
10 E-102 12910036 SITE NEW WORK PLAN NEAR BLDG 464 - SWITCH 26
11 E-501 12910037 DETAILS
12 E-601 12910038 EXISTING SUBSTATION 2 - NEW WORK
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CHK
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APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SCALE:C1 SECTION THROUGH SWITCHBOARD FOUNDATION
1" = 1'-0" E-501
SCALE:B1 SECTION THROUGH SWITCHBOARD FOUNDATION
1" = 1'-0" E-501
SCALE:A1 SECTION AT SIDE WALL OF CONC STAIRS
1" = 1'-0" E-501 SCALE:A2 TYPICAL PLAN DETAIL OF REINFORCING AT CORNERS
1" = 1'-0"
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DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
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FIRE PROTECTION
SW
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06/10/2024
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1751241
Approved by FELIX PESSIG, REQUIREMENTS BRANCH HEAD. with
PWD OCEANA, via Email.
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CONCRETE NOTES
1. DO NOT PLACE CONCRETE WHEN AMBIENT TEMP IS
BELOW 40°F.
2. WATER CURE ALL CONCRETE FOR 7 DAYS BEGINNING
IMMEDIATELY AFTER PLACEMENT. CURING MUST BE WITH
FORMS REMAINING IN PLACE AND BY WETTING THE
EXPOSED NON-FORMED SURFACES THOROUGHLY AND
COVERING WITH ASTM C171 POLYETHYLENE FILM.
EXPOSED CONCRETE MUST BE MAINTAINED AS
CONSTANTLY WET.
3. REINFORCING MUST BE ASTM 615, GRADE 60, DEFORMED.
4. LAP CONTINUOUS REINFORCING STEEL A MINIMUM
LENGTH OF 48X BAR DIAMETERS OF THE SMALLER BAR
BEING LAPPED.
5. CONCRETE COVER TO REINFORCING STEEL MUST
CONFORM TO THE MINIMUM COVER RECOMMENDATIONS
IN ACI 318-14 UNLESS THE DRAWINGS SHOW GREATER
COVER REQUIREMENTS.
6. CONCRETE WORK MUST BE PERFORMED IN ACCORDANCE
WITH ACI 301, UNLESS OTHERWISE NOTED.
7. CONCRETE SPECIFICATION:
7.1. CEMENT MUST CONFORM TO ASTM C150, TYPE I OR II
7.2. f'c = 4,500 PSI AT 28 DAYS
7.3. 1" MAXIMUM COARSE AGGREGATE
7.4. W/C RATIO = 0.45 MAXIMUM
7.5. AIR ENTRAINMENT = 6%, ±1.5%
8. PERFORM COMPRESSIVE TESTS PER ASTM C39. OBTAIN
ONE SET OF FIVE (5) CYLINDERS PER TRUCK. TEST 2
CYLINDERS AT 7-DAYS, 2 CYLINDERS AT 28-DAYS, AND
HOLD ONE IN RESERVE.
9. PERFORM SLUMP TESTS PER ASTM C143. PERFORM
TESTS AT COMMENCEMENT OF CONCRETE PLACEMENT,
WHEN TEST CYLINDERS ARE MADE, AND FOR EACH BATCH
OF CONCRETE.
10. CONSOLIDATE CONCRETE PLACEMENT USING VIBRATORS
PER SPECIFICATIONS. MAINTAIN SPARE VIBRATORS ON
SITE AS BACKUP.
11. JOINT SEALANT FOR CONCRETE MUST BE A 2
COMPONENT, NON SAG, POLYURETHYANE BASED,
ELASTOMERIC SEALANT CAPABLE OF 50% JOINT
MOVEMENT.
12. PREFORMED JOINT FILLER MUST CONFORM TO ASTM
D1751.
13. JOINTS MUST BE PREPARED AND SEALANT MUST BE
APPLIED PER MANUFACTURER'S RECOMMENDATIONS.
PROVIDE CLOSED-CELL BACKING AS REQUIRED BY
SEALANT MANUFACTURER.
EXCAVATION AND FILL NOTES
1. EXERCISE EXTREME CAUTION DURING
DEMOLITION/EXCAVATION. LOCATION OF THE KNOWN
EXISTING UTILITIES IS APPROXIMATE. PHYSICALLY
VERIFY THE LOCATION AND ELEVATION OF ALL INDICATED
EXISTING UTILITIES TO THE GREATEST EXTENT POSSIBLE
PRIOR TO STARTING THE DEMOLITION AND/OR
EXCAVATION PROCESS. SCAN THE CONSTRUCTION SITE
WITHIN THE NECESSARY LIMITS OF
DEMOLITION/EXCAVATION WITH ELECTROMAGNETIC AND
SONIC EQUIPMENT IN ORDER TO IDENTIFY THE PRESENCE
AND LOCATION OF ALL KNOWN AND UNKNOWN EXISTING
UTILITIES PRIOR TO STARTING THE
DEMOLITION/EXCAVATION PROCESS. MARK THE
SURFACE OF THE GROUND WHERE SUBSURFACE
UTILITIES ARE LOCATED. IF ADDITIONAL SUBSURFACE
UTILITIES OTHER THAN THOSE INDICATED ARE
DISCOVERED AT ANY TIME DURING THE EXECUTION OF
WORK, IT MUST IMMEDIATELY BE BROUGHT TO THE
ATTENTION OF THE CONTRACTING OFFICER.
2. EXCAVATE TO CONTOURS, ELEVATIONS, AND DIMENSIONS
INDICATED. REUSE EXCAVATED MATERIALS THAT MEET
THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE
REQUIRED AT THE INTENDED LOCATION. KEEP
EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL
DISTURBED OR WEAKENED BY CONTRACTOR'S
OPERATIONS. REFILL WITH BACKFILL MATERIAL AS
INDICATED.
3. PROVIDE STRUCTURAL FILL AND BACKFILL TO CONTOURS,
ELEVATIONS AND DIMENSIONS INDICATED. COMPACT
EACH LIFT BEFORE PLACING OVERLAYING LIFT.
4. TEST DENSITY IN ACCORDANCE WITH ASTM D1556, OR
ASTM D2922 AND ASTM D3017. WHEN ASTM D2922 AND
ASTM D3017 DENSITY TESTS ARE USED, VERIFY DENSITY
TEST RESULTS BY PERFORMING AN ASTM D1556 TEST AT
A LOCATION ALREADY ASTM D2922 AND ASTM D3017
TESTED.
5. PLACE ALL STRUCTURAL FILL AND BACKFILL IN 12"
(MAXIMUM) LIFTS WITH EACH LIFT COMPACTED TO 95% OF
ASTM D698. PERFORM DENSITY TESTS ON EACH LIFT AT
TWO RANDOMLY SELECTED LOCATIONS, OR AS DIRECTED
BY THE CONTRACTING OFFICER. SUBMIT RESULTS OF
ALL COMPACTION/DENSITY TESTS TO THE CONTRACTING
OFFICER.
6. STRUCTURAL FILL AND BACKFILL MATERIAL MUST
CONFORM TO ASTM D2487 CLASSIFICATION GW, GP, GC,
SW, SP, SC WITH A MAXIMUM OF 10 PERCENT BY WEIGHT
PASSING ASTM D1140, No. 200 SIEVE. IF EXISTING
BACKFILL MATERIAL IS TO BE REUSED, IT MUST BE
TESTED FOR CONFORMANCE PRIOR TO REUSE.
7. TOP 12 INCHES OF EXISTING SUBGRADE MUST BE
COMPACTED TO 95% OF ASTM D698.
DESIGN CRITERIA
1. THE STRUCTURES HAVE BEEN DESIGNED IN
ACCORDANCE WITH THE PROVISIONS OF THE
INTERNATIONAL BUILDING CODE (IBC) 2021 EDITION.
2. ALLOWABLE NET SOIL BEARING CAPACITY = 1,500 PSF
3. WIND LOAD PARAMETERS IN ACCORDANCE WITH ASCE
7-16:
RISK CATEGORY II
V = 124 MPH
EXPOSURE CATEGORY C
4. SEISMIC LOAD PARAMETERS IN ACCORDANCE WITH ASCE
7-16:
RISK CATEGORY II
SITE CLASS E
S = 0.038g S = 0.077g
5. GROUND SNOW LOAD...........10 PSF
S
GENERAL SHEET NOTES
1. ON THIS SHEET ONLY, DATUM IS TOP OF EXISTING GRADE
ELEVATION, INDICATED AS (+0'-0"). THIS ELEVATION IS
THE HIGHEST ELEVATION OF THE EXISTING GRADE
ADJACENT TO THE SWITCHGEAR FOUNDATION.
2. ELEVATIONS NOTED THUS: (±X'-X") ON THIS SHEET
INDICATE DISTANCE ABOVE OR BELOW THE DATUM.
3. TOP OF SWITCHGEAR FOUNDATION SLAB MUST BE LEVEL.
4. FOR ABBREVIATIONS, SEE SHEET E-001.
GRAPHIC SCALE
0' 1"=1'-0"
1/2' 1' 2'
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DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
ABBREVIATIONS
GENERAL ONE-LINE
GENERAL DEMOLITION NOTESSYMBOLS LEGEND
SITE GENERAL NOTES
EL
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, L
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CTO JS CBM
AS NOTED
12910029
E-001
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C
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06/10/2024
CBM/CTO
WTA
1751241
Approved by FELIX PESSIG, REQUIREMENTS BRANCH HEAD. with
PWD OCEANA, via Email.
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GRAPHIC SCALE
LOCATION MAP
REGULUS AVENUE
ATLANTIC OCEAN
DA
M N
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K
RO
AD
TERRIER AVENUE
TARTAR
PO
LARIS STREET
AVENUE
MAIN
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BRINSON'S INLET LAKE
BULLPUP
STREET
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DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
G
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AS NOTED
12910030
E-100
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06/10/2024
CBM/CTO
WTA
1751241
Approved by FELIX PESSIG, REQUIREMENTS BRANCH HEAD. with
PWD OCEANA, via Email.
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1000'500'0' 1"=500'
SITE PLAN
BULLPUP STREET
REGULUS AVENUE
BUILDING
GENERAL SHEET NOTES
DEMOLITION KEYNOTES
LEGEND - THIS SHEET ONLY
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DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SI
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D
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AS NOTED
12910031
ED101
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06/10/2024
CBM/CTO
WTA
1751241
Approved by FELIX PESSIG, REQUIREMENTS BRANCH HEAD. with
PWD OCEANA, via Email.
FI
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100'0' 1"=50'
50'
GENERAL SHEET NOTES
DEMOLITION KEYNOTES
ELECTRICAL SITE DEMOLITION PLAN - "SW-26"
D
EP
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EN
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O F
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N
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A
B
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1 2 3 4 5
1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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C
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AT
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DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
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AC
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B
EA
C H
, V
IR
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IN
IA
N
AS
O C
EA
N
A
- D
AM
N
EC
K
AN
N
EX
VI
R G
IN
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B
EA
C H
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IN
IA
R E
P
LA
C E
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S W
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C
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06/10/2024
CBM/CTO
WTA
1751241
Approved by FELIX PESSIG, REQUIREMENTS BRANCH HEAD. with
PWD OCEANA, via Email.
FI
LE
N
AM
E:
K
:\V A\
Da mN ec k\S ite wo rk\ El ec tric alS ite
Im pr ov em en ts\
El ec tric alD ist rib uti on
\20
_1
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\D W
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: T ue sd ay , J uly
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4 - 8:
am
U
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R:
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10'0' 1"=5'
5'
SI
TE
D
EM
OL
IT
IO
N
PL
AN
N
EA
R
BL
DG
SW
IT
CH
CTO JS CBM
AS NOTED
12910032
ED102
HSDC
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
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M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
EXISTING OIL SWITCH "SW-26" FRONT ELEVATION B1
EL
EC
TR
IC
AL
D
EM
O
LI
TI
O N
D
ET
AI
LS
CTO JS CBM
AS NOTED
12910033
ED501
HSDC
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
~M
ID
-A
TL
AN
TI
C
PW
O
O C
EA
N
A
VI
R G
IN
IA
B
EA
C H
, V
IR
G
IN
IA
N
AS
O C
EA
N
A
- D
AM
N
EC
K
AN
N
EX
VI
R G
IN
IA
B
EA
C H
, V
IR
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IN
IA
R E
P
LA
C E
O
IL
S W
IT
C
H
06/10/2024
CBM/CTO
WTA
1751241
Approved by FELIX PESSIG, REQUIREMENTS BRANCH HEAD. with
PWD OCEANA, via Email.
FI
LE
N
AM
E:
K
:\V A\
Da mN ec k\S ite wo rk\ El ec tric alS ite
Im pr ov em en ts\
El ec tric alD ist rib uti on
\20
_1
_R ep lac e O il S wi tch
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\D W
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\S he et\
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1_
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1.d wg
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NA
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: E D5
P
LO
TT
ED
: T ue sd ay , J uly
, 2
4 - 8:
am
U
SE
R:
jo ha n.s
DEMOLITION KEYNOTES
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
PARTIAL SUBSTATION 2 ONE-LINE - DEMOLITION
PA
R
TI
AL
S U
BS
TA
TI
O
N
O N
E-
LI
N E
- D
EM
O
LI
TI
O
N
CTO JS CBM
AS NOTED
12910034
ED601
HSDC
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
~M
ID
-A
TL
AN
TI
C
PW
O
O C
EA
N
A
VI
R G
IN
IA
B
EA
C H
, V
IR
G
IN
IA
N
AS
O C
EA
N
A
- D
AM
N
EC
K
AN
N
EX
VI
R G
IN
IA
B
EA
C H
, V
IR
G
IN
IA
R E
P
LA
C E
O
IL
S W
IT
C
H
06/10/2024
CBM/CTO
WTA
1751241
Approved by FELIX PESSIG, REQUIREMENTS BRANCH HEAD. with
PWD OCEANA, via Email.
FI
LE
N
AM
E:
K
:\V A\
Da mN ec k\S ite wo rk\ El ec tric alS ite
Im pr ov em en ts\
El ec tric alD ist rib uti on
\20
_1
_R ep lac e O il S wi tch
\B _D es ign
\D W
GS
\S he et\
_E
LE
C\
1_
ED
1.d wg
L
AY
OU
T
NA
ME
: E D6
P
LO
TT
ED
: T ue sd ay , J uly
, 2
4 - 8:
am
U
SE
R:
jo ha n.s
SITE PLAN
GENERAL SHEET NOTES
BULLPUP STREET
REGULUS AVENUE
NEW WORK NOTES
LEGEND - THIS SHEET ONLY
BUILDING 470
BUILDING
464 D
EP
AR
TM
EN
T O
F
TH
E N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SI
TE
IM
PR
O
VE
M
EN
TS
P
LA
N
N
EA
R B
LD
G
SW
IT
C
H
CTO JS CBM
AS NOTED
12910035
E-101
HSDC
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
~M
ID
-A
TL
AN
TI
C
PW
O
O C
EA
N
A
VI
R G
IN
IA
B
EA
C H
, V
IR
G
IN
IA
N
AS
O C
EA
N
A
- D
AM
N
EC
K
AN
N
EX
VI
R G
IN
IA
B
EA
C H
, V
IR
G
IN
IA
R E
P
LA
C E
O
IL
S W
IT
C
H
06/10/2024
CBM/CTO
WTA
1751241
Approved by FELIX PESSIG, REQUIREMENTS BRANCH HEAD. with
PWD OCEANA, via Email.
FI
LE
N
AM
E:
K
:\V A\
Da mN ec k\S ite wo rk\ El ec tric alS ite
Im pr ov em en ts\
El ec tric alD ist rib uti on
\20
_1
_R ep lac e O il S wi tch
\B _D es ign
\D W
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\S he et\
_E
LE
C\
1_
E-
1.d wg
L
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OU
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NA
ME
: E -1
P
LO
TT
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: T ue sd ay , J uly
, 2
4 - 8:
am
U
SE
R:
jo ha n.s tad ler
100'0' 1"=50'
50'
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GENERAL SHEET NOTES
NEW WORK KEYNOTES
ELECTRICAL SITE NEW WORK PLAN - SW-26
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
~M
ID
-A
TL
AN
TI
C
PW
O
O C
EA
N
A
VI
R G
IN
IA
B
EA
C H
, V
IR
G
IN
IA
N
AS
O C
EA
N
A
- D
AM
N
EC
K
AN
N
EX
VI
R G
IN
IA
B
EA
C H
, V
IR
G
IN
IA
R E
P
LA
C E
O
IL
S W
IT
C
H
06/10/2024
CBM/CTO
WTA
1751241
Approved by FELIX PESSIG, REQUIREMENTS BRANCH HEAD. with
PWD OCEANA, via Email.
FI
LE
N
AM
E:
K
:\V A\
Da mN ec k\S ite wo rk\ El ec tric alS ite
Im pr ov em en ts\
El ec tric alD ist rib uti on
\20
_1
_R ep lac e O il S wi tch
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\S he et\
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LE
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1_
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2.d wg
L
AY
OU
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NA
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: E -1
P
LO
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: T ue sd ay , J uly
, 2
4 - 8:
am
U
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R:
jo ha n.s tad ler
EL
EC
TR
IC
AL
S
IT
E
NE
W
W
OR
K
PL
AN
N
EA
R
BL
DG
SW
IT
CH
CTO JS CBM
AS NOTED
12910036
E-102
HSDC
10'0' 1"=5'
5'
CIRCUIT IDENTIFICATION TAG DETAIL
C3
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
ARC FLASH WARNING LABEL
B1
D
ET
AI
LS
CTO JS CBM
AS NOTED
12910037
E-501
HSDC
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
~M
ID
-A
TL
AN
TI
C
PW
O
O C
EA
N
A
VI
R G
IN
IA
B
EA
C H
, V
IR
G
IN
IA
N
AS
O C
EA
N
A
- D
AM
N
EC
K
AN
N
EX
VI
R G
IN
IA
B
EA
C H
, V
IR
G
IN
IA
R E
P
LA
C E
O
IL
S W
IT
C
H
06/10/2024
CBM/CTO
WTA
1751241
Approved by FELIX PESSIG, REQUIREMENTS BRANCH HEAD. with
PWD OCEANA, via Email.
FI
LE
N
AM
E:
K
:\V A\
Da mN ec k\S ite wo rk\ El ec tric alS ite
Im pr ov em en ts\
El ec tric alD ist rib uti on
\20
_1
_R ep lac e O il S wi tch
\B _D es ign
\D W
GS
\S he et\
_E
LE
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1_
E-
1.d wg
L
AY
OU
T
NA
ME
: E -5
P
LO
TT
ED
: T ue sd ay , J uly
, 2
4 - 8:
am
U
SE
R:
jo ha n.s tad ler
SWITCH PAD GROUNDING DETAIL
A4
TOPSOIL AND SEED DETAIL
D3
A1
PAD MOUNT SWITCHGEAR FOUNDATION DETAIL
BOLLARD C5
C1
SWITCHGEAR PAD DETAIL
NEW WORK KEYNOTES
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
PARTIAL SUBSTATION 2 ONE-LINE - NEW WORK
PA
R
TI
AL
S U
BS
TA
TI
O
N
O N
E-
LI
N E
N
EW
W
O R
K
CTO JS CBM
AS NOTED
12910038
E-601
HSDC
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
~M
ID
-A
TL
AN
TI
C
PW
O
O C
EA
N
A
VI
R G
IN
IA
B
EA
C H
, V
IR
G
IN
IA
N
AS
O C
EA
N
A
- D
AM
N
EC
K
AN
N
EX
VI
R G
IN
IA
B
EA
C H
, V
IR
G
IN
IA
R E
P
LA
C E
O
IL
S W
IT
C
H
06/10/2024
CBM/CTO
WTA
1751241
Approved by FELIX PESSIG, REQUIREMENTS BRANCH HEAD. with
PWD OCEANA, via Email.
| Sheets and Views |
| G-001 COVER SHEET |
| S-301 SWITCHGEAR FOUNDATION SECTIONS |
| E-001 ELECTRICAL SYMBOLS, LEGENDS & NOTES |
| E-100 GENERAL PROJECT VICINITY MAP |
| ED101 SITE DEMOLITION PREPARATION PLAN NEAR BLDG 464 - SWITCH 26 |
| ED102 SITE DEMOLITION PLAN NEAR BLDG 464 - SWITCH 26 |
| ED501 DEMOLITION DETAILS |
| ED601 EXISTING SUBSTATION 2 - DEMOLITION |
| E-101 SITE IMPROVEMENTS PLAN NEAR BLDG 464 - SWITCH 26 |
| E-102 SITE NEW WORK PLAN NEAR BLDG 464 - SWITCH 26 |
| E-501 DETAILS |
| E-601 EXISTING SUBSTATION 2 - NEW WORK |
2024-07-03T13:49:02-0400
2024-07-03T13:49:18-0400
2024-07-03T13:49:18-0400
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File details come from the government source that posted it. Updated .