ATTACHMENT B - 1745518_DESIGN REVISION 1_DWGS.pdf
PDF 15 MB Posted
- Attached to
- DESIGN-BID-BUILD, LAG-105 REPLACE H SUBSTATION, NAVAL STATION NORFOLK, NORFOLK, VIRGINIA
- Solicitation number
- N4008524R2743
About this file
This document appears to be ATTACHMENT B - 1745518_DESIGN REVISION 1_DWGS.pdf, which is related to the federal contract opportunity for LAG-105 Replace H Substation at Naval Station Norfolk, solicitation number N4008524R2743.
The contract opportunity is a Design-Bid-Build, Indefinite Delivery/Indefinite Quantity (IDIQ), Firm Fixed Price (FFP), Multiple Award Construction Contract (MACC) for facilities primarily in the Hampton Roads area. It is limited to 8(a) contractors who hold one of the specified IDIQ contracts with the Department of the Navy Naval Facilities Engineering Command. The project involves the replacement of the H Substation at Naval Station Norfolk. No additional details about the required products, services, response dates, award dates, or pricing terms are provided in this document. This appears to be a design drawing attachment rather than a statement of work or other procurement-related document.
View the file
Other files
Show all 23
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
G-001
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
VICINITY MAP SYMBOLS LEGEND GENERAL NOTES
ABBREVIATIONS
LAG-105
REPLACE H SUBSTATION.
NAVAL STATION NORFOLK ° NORFOLK, VIRGINIA
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND MID-ATLANTIC
PUBLIC WORKS DEPARTMENT
FACILITIES ENGINEERING AND ACQUISITION DIVISION
NORFOLK, VIRGINIA
B2 DETAIL OR SECTION TITLE
SEQUENCE OF CONSTRUCTION
DE
SI
G
N
RE
VI
SI
O N
/2 4/
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
G-002
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
LIST OF SHEETS
SHEETNO. NAVFAC
DWG. NO. SHEET TITLE
GENERAL
CIVIL
STRUCTURAL
ELECTRICAL
DE
SI
G
N
RE
VI
SI
O N
/2
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
C-001
WATER SYMBOLS
C
SURFACE FEATURES LINE TYPES
STORM DRAIN SYMBOLS
SANITARY SYMBOLS
POWER SYMBOLS
OTHER UTILITY SYMBOLS
SURFACE FEATURES SYMBOLSSURVEY SYMBOLS
UTILITY LINE TYPES
CIVIL SYMBOL LEGEND
ABBREVIATIONS
GENERAL NOTES
NEW WORK LEGEND
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
EARTHWORK NOTES
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
C-101
GRAPHIC SCALE
GENERAL SHEET NOTES
NEW WORK KEYNOTES
CIVIL SITE PLAN - STA 0+66.33 T0 TO STA 5+00
KEY MAP
N
CIVIL SITE PLAN - STA 5+00 T0 TO STA 10+50
C-101 C-102 C-102 C-103
C-101
C-104
C-105
C-106
C-103
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
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
C-102
GRAPHIC SCALE
GENERAL SHEET NOTES
NEW WORK KEYNOTES
CIVIL SITE PLAN - STA 10+50 TO STA 15+00
KEY MAP
N
CIVIL SITE PLAN - STA 15+00 TO STA 20+00
C-101 C-102 C-102 C-103
C-101
C-104
C-105
C-106
C-103
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
IP
SF
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
C-103
GRAPHIC SCALE
GENERAL SHEET NOTES
NEW WORK KEYNOTES
CIVIL SITE PLAN - STA 20+000 TO STA 25+00
KEY MAP
N
CIVIL SITE PLAN - STA 25+00 TO STA 27+10
C-101 C-102 C-102 C-103
C-101
C-104
C-105
C-106
C-103
EROSION & SEDIMENT LEGEND
SF
IP
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
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
C-104
GRAPHIC SCALE
GENERAL SHEET NOTES
NEW WORK KEYNOTES
CIVIL SITE PLAN - STA 50+00 TO STA 55+50
KEY MAP
N
C-101 C-102 C-102 C-103
C-101
C-104
C-105
C-106
C-103
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
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
C-105
GRAPHIC SCALE
GENERAL SHEET NOTES
NEW WORK KEYNOTES
CIVIL SITE PLAN - STA 55+500 TO STA 59+00
KEY MAP
N
C-101 C-102 C-102 C-103
C-101
C-104
C-105
C-106
C-103
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
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
C-106
GRAPHIC SCALE
GENERAL SHEET NOTES
NEW WORK KEYNOTES
CIVIL SITE PLAN - STA 59+000 TO STA 63+40.42
KEY MAP
N
C-101 C-102 C-102 C-103
C-101
C-104
C-105
C-106
C-103
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
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
C-501
INLET PROTECTIONIP
IP
EROSION AND SEDIMENT CONTROL GENERAL NOTES
SILT/SEDIMENT FENCESF
SF
TYPICAL LANDSCAPE AREA
TYPICAL AGGREGATE BASE SURROUND
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
TYPICAL FENCE AND CORNER PANEL ELEVATION TYPICAL FENCE AND BRACED PANEL ELEVATION
TYPICAL 3 STRAND BARBED WIRE AND SINGLE EXTENSION ARM CONFIGURATION
CORNER OR END POSTS LINE POST DETAILS
SINGLE EXTENSION ARM DETAILSGROUNDING DETAIL
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
C-502
GRAPHIC SCALES
CHAIN LINK FENCING NOTES
TYPICAL PRIVACY PICKET PATTERN DETAIL
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
TYPICAL DOUBLE SWING GATE ELELVATION
PLAN - DOUBLE SWING GATE
GATE HINGE DETAIL GATE LATCH DETAILOFFSET HINGE DETAIL FULCRUM LATCH DETAIL
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
C-503
DETAIL: DROP BAR
GRAPHIC SCALES
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
CONCRETE
COMPACTED SUBGRADE
CRUSHED STONE
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
7/ 1/
:1
8:
P M c:
\U se rs
\a nd re w
.d .b ut le r2 \D oc um en ts
\H S
U B
LA
G
_1
_S _R
_a nd re w .d
.b ut le r2
.rv t
S-001
LA
G
-1
R
EP
LA
C E
SU
BS
TA
TI
O N
H
ST
R
U C
TU
R
AL
S
YM
BO
LS
, L
EG
EN
D S, A
BB
R
EV
AI
TI
O N
S
AN
D N
O
TE
S
CAH
12,910,488
ADB ADB
05/24/2024
F.V. PEPPERS
1745518
N/A
N O
R
FO
LK
, V
IR
G
IN
IA
N
AV
AL
S
TA
TI
O N
N O
R
FO
LK
JOHN MILLER, P.E.
JAMES SMITH, R.A.
M
ID
LA
N
T D
C C
O R
E
S-
Hien Lam
GENERAL NOTES
1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE
ARCH, CIVIL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS, AND THE
SPECIFICATIONS. THE CONTRACTOR MUST VERIFY THE REQUIREMENTS OF
OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS,
HOLES, AND ADDITIONAL ITEMS TO BE PLACED OR SET IN THE STRUCTURAL
WORK.
2. THE CONTRACTOR MUST PROVIDE THE TEMPORARY SHORING AND BRACING
REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT
UNTIL PERMANENT SUPPORTS AND LATERAL BRACING ARE IN PLACE.
3. THE CONTRACTOR MUST FIELD VERIFY THE DIMENSIONS, ELEVATIONS, AND
OTHER REQUIREMENTS NECESSARY FOR THE PROPER CONSTRUCTION AND
ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE TO THE EXISTING.
THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR
FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. DISCREPANCIES
SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER
PRIOR TO ORDERING MATERIALS OR BEGINNING WORK (CONSTRUCTION OR
DEMOLITION).
4. THIS STRUCTURE HAS BEEN DESIGNED FOR A MAXIMUM BEARING PRESSURE
OF 1500 PSF.
5. NO UNBALANCED BACKFILLING SHALL BE DONE AGAINST MASONRY OR
CONCRETE WALLS UNLESS WALLS ARE SECURELY BRACED AGAINST
OVERTURNING EITHER BY TEMPORARY CONSTRUCTION BRACING OR BY
PERMANENT CONSTRUCTION.
6. EXCAVATION MADE WITH POWER-DRIVEN EQUIPMENT IS NOT PERMITTED
WITHIN TWO FEET OF KNOWN UTILITIES OR SUBSURFACE CONSTRUCTION.
FOR WORK IMMEDIATELY ADJACENT TO, OR FOR EXCAVATIONS EXPOSING A
UTILITY OR OTHER BURRIED OBSTRUCTION, EXCAVATE BY HAND.
7. POROUS FILL MUST BE COURSE AGGREGATE VDOT NO. 57.
8. REUSE EXCAVATED MATERIAL TO THE BEST EXTENT POSSIBLE. REMOVE ALL
UNUSED EXCAVATED MATERIAL AND DISPOSE OF OFF SITE, FOR BIDDING
PURPOSES, ASSUME ALL EXCAVATED MATERIAL THAT IS NOT REUSED AS
CONTAMINATED.
9. ALL DISTURBED AREAS MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE.
10. ALLOWABLE SOIL PRESSURE PER IBC:
A. DEAD LOAD + LIVE LOAD = 1000 PSF
B. DEAD LOAD + LIVE LOAD + LATERAL LOAD = 1500 PSF
11. PRIOR TO FABRICATION AND CONSTRUCTION, VERIFY THE (5) PIECES OF
ELECTRICAL EQUIPMENT SELECTED WILL MEET THE 12" OR 30" MINIMUM
OFFSET REQUIREMENTS (DEPENDING ON LOCATION) NOTED ON THE
STRUCTURAL DRAWINGS. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY
IF THE SELECTED SWITCH DOES NOT MEET THE REQUIREMENTS AND
DIMESIONS CALLED OUT IN THE STRUCTURAL DRAWINGS.
12. LOCATE AND PROTECT ALL EXISTING UNDERGROUND UTILITIES.
13. COORDINATE WITH CIVIL SHEETS FOR LOCATION AND SITE PLAN
INFORMATION.
14. COORDINATE WITH ELECTRICAL SHEETS FOR EQUIPMENT PLACEMENT AND
CONDUIT INFORMATION.
GENERAL SCOPE OF WORK
1 REINFORCING MATERIALS MUST BE AS FOLLOWS:
A. REINFORCING BARS – ASTM A615, GRADE 60, DEFORMED
B. TIES AND STIRRUPS – ASTM A615, GRADE 40
2 PLACE REINFORCING STEEL IN ACCORDANCE WITH THE CONCRETE
REINFORCING STEEL INSTITUTE (CRSI) “MANUAL OF STANDARD PRACTICE”.
REINFORCING STEEL MUST NOT CONTAIN RUST, SCALE, OIL, GREASE, CLAY,
OR FOREIGN SUBSTANCES THAT WOULD REDUCE THE BOND. REMOVE
LOOSE RUST PRIOR TO PLACEMENT.
3 UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUM CONCRETE COVER
MUST BE PROVIDED FOR CONCRETE PROTECTION OF REINFORCING, AS
WELL AS PLACING AND FABRICATION OF REINFORCING, IN ACCORDANCE
WITH RECOMMENDATIONS IN ACI 318:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO
EARTH = 3"
B. CONCRETE CAST IN FORMS AND EXPOSED TO EARTH OR WEATHER:
I. STRUCTURAL SLAB ON GRADE = 2 1/2”
II. #5 BAR, W31 OR D31 WIRE & SMALLER = 1-1/2"
4 EACH REINFORCING BAR MUST BE WIRED TO A CROSS BAR AT A MAXIMUM
SPACING OF 2’-0” ON CENTER.
5 DETAIL BARS IN ACCORDANCE WITH ACI DETAILING MANUAL, LATEST
EDITION. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT
REINFORCING IN POSITIONS SHOWN. BAR SUPPORTS AND HOLDING BARS
MUST BE PROVIDED FOR ALL REINFORCING STEEL TO INSURE MINIMUM
CONCRETE COVER. BAR SUPPORTS MUST BE PLASTIC TIPPED OR STAINLESS
STEEL.
6 SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION
AND DELIVERY OF REINFORCING STEEL.
7 ALL REINFORCING STEEL, DOWELS, ANCHORS RODS, AND OTHER HARDWARE
TO BE SET IN CONCRETE MUST BE TIED IN PLACE PRIOR TO THE PLACEMENT
OF CONCRETE TO PREVENT DISPLACEMENT BEYOND PERMITTED
TOLERANCES.
8 LAP CONTINUOUS REINFORCING STEEL A MINIMUM LENGTH OF 36 X BAR
DIAMETER OF SMALLER BAR BEING LAPPED.
STRUCTURAL ABBREVIATIONS
AFF ABOVE FINISHED FLOOR
ARCH ARCHITECT, -URAL
B.P.A. BASE PLATE
BLDG BUILDING
BOD BOTTOM OF DECK
BOT BOTTOM
BRCG BRACING
BRDG BRIDGING
C CHANNEL
CJ CONTROL JOINT
CL CENTER LINE
CLR CLEAR
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
DEMO DEMOLISH
DOR DESIGNER OF RECORD
DIA (OR) Ø DIAMETER
DIM(S) DIMENSION(S)
DWGS DRAWINGS
E, EXIST EXISTING
E.W. EACH WAY
EA EACH
EF EACH FACE
EL, ELEV ELEVATION
EQ, EQUIV EQUAL, EQUIVALENT
F'C COMPRESSIVE STRESS
FDN FOUNDATION
FF EL FINISHED FLOOR ELEVATION
FRP FIBERGLASS REINFORCED PLASTIC
FY ALLOWABLE YIELD STRESS
GA GAUGE
HDG, GALV HOT DIPPED GALVANIZED
HORIZ HORIZONTAL
HSS HOLLOW STRUCTURAL SHAPES
IAW IN ACCORDANCE WITH
INFO INFORMATION
INT INTERIOR
KSI KILOPOUNDS (KIPS) PER SQUARE INCH
L ANGLE
LB, LBS POUNDS
LF LINEAR FEET
LONG LONGITUDINAL
MATL MATERIAL
MAX MAXIMUM
MFR MANUFACTURER
MIN MINIMUM
MOS MID-DEPTH OF SLAB
MPH MILES PER HOUR
NTS NOT TO SCALE
OC ON CENTER
OPH OPPOSITE HAND
PL PLATE
PLF POUNDS PER LINEAR FOOT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
RE, REF REFERENCE
REINF REINFORCE, -MENT
REQD REQUIRED
SF SQUARE FEET
SIM SIMILAR
SPA SPACING
SPEC CONTRACT SPECIFICATIONS
SQ SQUARE
STD STANDARD
T&B TOP AND BOTTOM
THK THICKNESS
TOC TOP OF CONCRETE
TOS TOP OF STEEL
TS THICKENED SLAB
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
W/, W/O WITH, WITHOUT
~ , APPROX APPROXIMATELY
1. THE GENERAL SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO:
(1) 33' - 0" x 10' - 6" ELEVATED, REINFORCED CONCRETE SLAB WITH CABLE
WELL OPENINGS ON FOUNDATION WALLS AND STRIP FOOTINGS TO SUPPORT
THE FOLLOWING EQUIPMENT:
A. (1) 15 KV SF6 PAD MOUNTED SWITCH. WEIGHT: 1,100 LBS
B. (1) 2,500 KVA PAD MOUNTED TRANSFORMER. WEIGHT: 14,000 LBS
C. (1) 5 WAY 15 KV SF6 PAD MOUNTED SWITCH. WEIGHT: 1,375 LBS
D. (1) 15 KVA PAD MOUNTED TRANSFORMER. WEIGHT: 550 LBS
(1) SET OF CONCRETE STAIRS TO ALLOW ACCESS TO THE ELEVATED SLAB.
(1) SLAB ON GRADE TO SUPPORT THE FOLLOWING EQUIPMENT:
A. 15 KV SF6 PAD MOUNTED SWITCH. WEIGHT: 1,100 LBS
ANY INCIDENTAL RELATED WORK SHOWN ON OTHER DISCIPLINE DRAWINGS.
CAST-IN-PLACE CONCRETE NOTES
1. CONCRETE WORK MUST CONFROM TO THE REQUIREMENTS OF ACI 318-14
"BUILDING CODE REQUIRMENTS FOR STRUCTURAL CONCRETE".
2. CONCRETE MUST BE NORMAL WEIGHT AND MUST OBTAIN A 28 DAY
COMPRESSIVE STRENGTH OF 4,000 PSI.
3. BEFORE PLACING CONCRETE, EMBEDDED ITEMS MUST BE PROPERLY
LOCATED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY IN PLACE.
DO NOT FIELD BEND BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE
UNLESS INDICATED OR APPROVED BY THE CONTRACTING OFFICER.
4. EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES MUST BE
CHAMFERED 3/4" UNLESS OTHERWISE NOTED.
5. FORMWORK MUST REMAIN IN PLACE UNTIL CONCRETE HAS OBTAINED AT
LEAST 70% OF ITS 28 DAY COMPRESIVE STRENGTH. THE CONTARCTOR MUST
PROVIDE ALL SHORING AND RESHORING.
6. SLAB/PAD FINISH TOLERANCE IN ACCORDANCE WITH ACI 301, CLASS A.
7. CONCRETE MUST BE MECHANICALLY VIBRATED IN ACCORDANCE WITH ASTM
309R.
8. ANCHOR RODS WITH UPSET THREADS ARE NOT ALLOWED.
9. REFER TO THE ELECTRICAL AND CIVIL DRAWINGS FOR EXACT LOCATIONS
AND DIMENSIONS OF CONCRETE PADS.
10. SLOPE EXTERIOR SLAB(S) TO DRAIN. COORDINATE WITH CIVIL DRAWINGS AT
LOCATIONS WHERE STRUCTURAL WORK REQUIRES DEMOLITION OF
EXISITING SITE ELEMENTS (PARKING LOTS, SIDEWALKS,ETC.) AND AT WORK
COMPLETION, PATCHING OF THOSE ELEMENTS TO MATCH ADJACENT.
ADHESIVE THREADED ANCHOR NOTES
1 SUBMIT PRODUCT DATA FOR GOVERNMENT APPROVAL PRIOR TO ORDERING.
ALL ANCHORS MUST BE SUITABLE AND INDEPENDENTLY TESTED FOR USE IN
CRACKED AND UNCRACKED CONCRETE.
2 FOLLOW MANUFACTURER’S RECOMMENDATIONS INCLUDING THOSE FOR
SAFE HANDLING, MIXING, PLACEMENT, AND CURING OF ADHESIVE.
3 CHEMICAL ANCHORS MUST BE A TWO-COMPONENT, 100% SOLIDS EPOXY
BASED SYSTEM SUPPLIED IN MANUFACTURER’S STANDARD CARTRIDGE AND
DISPENSES THROUGH A STATIC-MIXING NOZZLE SUPPLIED BY THE
MANUFACTURER. ANCHORING ADHESIVE MUST HAVE BEEN TESTED AND
QUALIFIED FOR SEISMIC LOADING, DAMP HOLES, FREEZE THAW CONDITIONS,
AND FOR CRITICAL AND MINIMUM EGE DISTANCE AND SPACING.
4 POSITIVELY LOCATE EXISTING REINFORCING STEEL BY NONDESTRUCTIVE
MEANS PRIOR TO DRILLING HOLES. USE NON-REBAR CUTTING DRILL BITS. DO
NOT CUT EXISTING REINFORCING STEEL UNLESS APPROVED BY THE
CONTRACTING OFFICER. ASSUME A MINIMUM OF 10% OF ANCHORS WILL
REQUIRE OFFSET TO AVOID EXISTING REINFORCING (ASSUME 2" OFFSET FOR
BID PURPOSES). ANY HOLES MADE FOR ANCHORS THAT ARE NOT USED MUST
BE FILLED WITH HIGH STRENGTH, NON-SHRINK, NON-METALLIC EPOXY
GROUT.
5 EPOXY MUST MEET THE MINIMUM REQUIREMENTS OF ASTM C881 FOR TYPE I,
II, IV, AND V, GRADE 3, CLASS B AND C, AND MUST DEVELOP A MINIMUM OF
12,650 PSI f'c (YIELD) AFTER SEVEN-DAY CURE. EPOXY MUST HAVE A HEAT
DEFLECTION TEMPERATURE OF 136 DEGREES F (MINIMUM).
STRUCTURAL SYMBOLS
REINFORCING STEEL NOTES
MA
RK
D
ES
CR
IP
TI
ON
DA
TE
N/A
UP
33' - 0"
6"
A1 S-301
1' - 0" 6' - 7"
MI
NI
MU
M
2'
- 6
5'
- 5
1' - 0" 6' - 0" 1' - 0" 10' - 6"
MINIMUM
3' - 0" 2' - 9" 1' - 2"
8'
- 3
5'
- 5
2'
- 4
1/ 2"
3 2
6"
C1 S-301
A4 S-301
38' - 0"
5' - 8"
2' - 8"
TY
P8"
6 6
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
7/ 1/
:1
8:
P M c:
\U se rs
\a nd re w
.d .b ut le r2 \D oc um en ts
\H S
U B
LA
G
_1
_S _R
_a nd re w .d
.b ut le r2
.rv t
S-101
LA
G
-1
R
EP
LA
C E
SU
BS
TA
TI
O N
H
O
VE
R
AL
L
EQ
U
IP
M
EN
T
PL
AN
CAH
12,910,489
ADB ADB
05/24/2024
F.V. PEPPERS
1745518
N/A
N O
R
FO
LK
, V
IR
G
IN
IA
N
AV
AL
S
TA
TI
O N
N O
R
FO
LK
JOHN MILLER, P.E.
JAMES SMITH, R.A.
M
ID
LA
N
T D
C C
O R
E
S-
Hien Lam
PLAN
NORTH
A ALL EQUIPMENT IS REQUIRED TO HAVE A MINIMUM EDGE DISTANCE FROM
WALL FACE OF 12" UNLESS OTHERWISE NOTED.
B DIMENSIONS OF EQUIPMENT ARE ASSUMED. IF EQUIPMENT SELECTED DOES
NOT COMPLY WITH THE OFFSET REQUIREMENTS OR WEIGHTS STATED ON
S-001, NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.
SCALE: 3/4" = 1'-0"B1 OVERALL EQUIPMENT PLAN
KEYNOTESGENERAL SHEET NOTES
6 1" DEEP CONTRACTION JOINT PLACED BETWEEN EQUIPMENT.1 8" THICK ELEVATED CONCRETE SLAB, REINFORCED WITH #5 BARS AT 5"
O.C. E.W., WITH DEPTH OF BAR = 4.5" FROM TOP OF SLAB.
2 CONTINUOUS 8" THICK CONCRETE FOUNDATION WALLS REINFORCED
WITH #5 BARS AT 10" O.C., E.W.
3 CONTINUOUS 2'-8" WIDE X 12" DEEP CONCRETE STRIP FOOTING
REINFORCED WITH (5) #5 LONGITUDINAL BARS SPACED EVENLY AND (1)
#5 HORIZONTAL BAR AS SHOWN. SEE SECTION C1/S-301 FOR MORE
INFORMATION.
4 PROVIDE (3) 10' - 6" WIDE STEPS W/ 12" RISER AND 12" RUN. SEE
SECTION A4/S-301 FOR MORE INFORMATION.
5 5' - 8" WIDE X 12" THICK STRIP FOOTING REINFORCED W/ #5 BARS @ 6"
O.C., E.W.
# (THIS SHEET ONLY)
0' 1' 2' 3'
MA
RK
D
ES
CR
IP
TI
ON
DA
TE
DE
SI
GN
R
EV
IS
IO
N
/24
/20
A1 S-301
33' - 0"
3 2
1' - 3 1/2" 6' - 0" 1' - 5" 5' - 9" 1' - 9 1/2" 7' - 0" 6' - 2 1/2" 2' - 0" 10 1/2"
1'
- 4
1'
- 5
1/ 2"
1'
- 9
3'
- 1
1/ 2"
2'
- 1
0 1 /2"
1'
- 4
4'
- 1
3/ 4"
1'
- 0
TY
P
(3 ) S
ID
ES
W /O
UT
S
TA
IR
S
2'
- 8
TY
P
AL
L A
R O
UN
D
8"
C1 S-301
A4 S-301
C1 S-501
7 7
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
7/ 1/
:1
8:
P M c:
\U se rs
\a nd re w
.d .b ut le r2 \D oc um en ts
\H S
U B
LA
G
_1
_S _R
_a nd re w .d
.b ut le r2
.rv t
S-102
LA
G
-1
R
EP
LA
C E
SU
BS
TA
TI
O N
H
O
VE
R
AL
L
FO
U N
D
AT
IO
N
A N
D S
LA
B
PL
AN
CAH
12,910,490
ADB ADB
05/24/2024
F.V. PEPPERS
1745518
N/A
N O
R
FO
LK
, V
IR
G
IN
IA
N
AV
AL
S
TA
TI
O N
N O
R
FO
LK
JOHN MILLER, P.E.
JAMES SMITH, R.A.
M
ID
LA
N
T D
C C
O R
E
S-
Hien Lam
KEYNOTESGENERAL SHEET NOTES
6 5' - 8" WIDE X 12" THICK STRIP FOOTING REINFORCED W/ #5 BARS @ 6" O.C.,
E.W.
7 1" DEEP CONTRACTION JOINT PLACED BETWEEN EQUIPMENT.
1 8" THICK ELEVATED CONCRETE SLAB, REINFORCED WITH #5 BARS AT 5" O.C.
E.W., WITH DEPTH OF BAR = 4.5" FROM TOP OF SLAB.
2 CONTINUOUS 8" THICK CONCRETE FOUNDATION WALLS REINFORCED WITH
#5 BARS AT 10" O.C., E.W.
3 CONTINUOUS 2'-8" WIDE X 12" DEEP CONCRETE STRIP FOOTING
REINFORCED WITH (5) #5 LONGITUDINAL BARS SPACED EVENLY AS SHOWN
AND (1) #5 HORIZONTAL BAR AS SHOWN.
4 CABLE WELL OPENING.
5 PROVIDE (3) 10' - 6" WIDE STEPS W/ 12" RISER AND 12" RUN. SEE DETAIL
A4/S-301 FOR MORE INFORMATION.
A ALL EQUIPMENT IS REQUIRED TO HAVE A MINIMUM EDGE DISTANCE FROM
WALL FACE OF 12" UNLESS OTHERWISE NOTED.
B DIMENSIONS OF EQUIPMENT ARE ASSUMED. IF EQUIPMENT SELECTED DOES
NOT COMPLY WITH THE OFFSET REQUIREMENTS OR WEIGHTS STATED ON
S-001, NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.
C ENSURE CABLE WELL OPENING SIZES COMPLY WITH SELECTED EQUIPMENT
REQUIREMENTS.
SCALE: 3/4" = 1'-0"B1 OVERALL FOUNDATION AND SLAB PLAN
PLAN
NORTH
0' 1' 2' 3'
MA
RK
D
ES
CR
IP
TI
ON
DA
TE
DE
SI
GN
R
EV
IS
IO
N
/24
/20
FINISH GRADE
0' - 0"
8" THICK ELEVATED CONCRETE
SLAB, REINFORCED WITH #5 BARS
AT 5" O.C. E.W., WITH DEPTH OF
BAR = 4.5" FROM TOP OF SLAB.
CONTINUOUS 8" THICK CONCRETE
FOUNDATION WALLS
REINFORCED WITH #5 BARS AT
10" O.C., E.W.
CONTINUOUS 2'-8" WIDE X
12" DEEP CONCRETE STRIP
FOOTING REINFORCED WITH
(5) #5 LONGITUDINAL BARS
SPACED EVENLY AS SHOWN
AND (1) #5 HORIZONTAL BAR
AS SHOWN.
8"
3'
- 0
1'
- 0
1'
- 0
2' - 8"
10' - 6"
6" TYP
SELECT
STRUCTURAL
BACKFILL.
PROVIDE 12" THICK LAYER
OF #57 VA GRADE STONE,
EXTEND 6" BEYOND EDGE
OF FOOTING
2'
- 4
3" M
IN
3" MIN
1' - 0" 8" 1' - 0"
3'
- 4
"4'
- 0
2" X 4" SHEAR KEY W/ 1"X1"
CONT. WATERSTOP (TYP).
COMPACTED EXISTING
SUBGRADE.
4 1 /2"
M
IN
PROVIDE #5 "L" BARS AS
SHOWN. HORIONZTAL LEG =
12" & VERTICAL LEG = 1' - 6"
FINISH GRADE
0' - 0"
5' - 8" WIDE X 12" THK MAT
FOUNDATION REINFORCED W/
#5 BARS @ 6" O.C., E.W.
3" T
YP
2" X 4" SHEAR KEY W/ 1"X1"
CONT. WATERSTOP (TYP). 8 5
/8"
CONTINUOUS 8" THICK
CONCRETE FOUNDATION
WALLS REINFORCED WITH #5
BARS AT 10" O.C., E.W.
5' - 8"
1'
- 0
" 1' - 0" TYP
#5 BARS @ 8" O.C., E.W.
DOWEL INTO SLAB AS
SHOWN. MINIMUM
EMBEDDMENT = 2' - 0"
8" TYP
2' - 0" MIN
SELECT
STRUCTURAL
FILL. BACKFILL
TO BE FLUSH
WITH BOTTOM
OF PAD.
PROVIDE CONTINUOUS #5 "L"
BAR AS SHOWN. TIE SLAB
INTO WALL
" T
YP
12" TYP
PROVIDE #5 STRAIGHT BAR
THRU LENGTH OF EACH
TREAD. PROVIDE MIN 1 1/2"
COVER.
PROVIDE (3) 10' - 6" WIDE
STEPS W/ 12" RISER AND 12"
RUN.
PROVIDE #5 "L" BARS AS
SHOWN. HORIONZTAL LEG =
12" & VERTICAL LEG = 1' - 6"
PROVIDE 12" THICK LAYER
OF #57 VA GRADE STONE,
EXTEND 6" BEYOND EDGE
OF FOOTING
8" THICK ELEVATED CONCRETE
SLAB, REINFORCED WITH #5 BARS
AT 5" O.C. E.W., WITH DEPTH OF
BAR = 4.5" FROM TOP OF SLAB.
COMPACTED EXISTING
SUBGRADE.
2 1/2" X 1 1/2" X 1/4" NOSING
ANGLE, TYP EACH STEP
FINISH GRADE
0' - 0"
8" THICK ELEVATED CONCRETE
SLAB, REINFORCED WITH #5 BARS
AT 5" O.C. E.W., WITH DEPTH OF
BAR = 4.5" FROM TOP OF SLAB.
SELECT STRUCTURAL FILL.
BACKFILL TO BE
COMPACTED FLUSH WITH
BOTTOM OF PAD.
CONTINUOUS 8" THICK
CONCRETE FOUNDATION
WALLS REINFORCED WITH #5
BARS AT 10" O.C., E.W.
PROVIDE CONTINUOUS #5 "L"
BAR AS SHOWN. TIE SLAB
INTO WALL
PROVIDE #5 "L" BARS AS
SHOWN. HORIONZTAL LEG =
12" & VERTICAL LEG = 1' - 6"
CONTINUOUS 2'-8" WIDE X
12" DEEP CONCRETE STRIP
FOOTING REINFORCED WITH
(5) #5 LONGITUDINAL BARS
SPACED EVENLY AS SHOWN
AND (1) #5 HORIZONTAL BAR
AS SHOWN.
PROVIDE 12" THICK LAYER
OF #57 VA GRADE STONE,
EXTEND 6" BEYOND EDGE
OF FOOTING
6" TYP
1'
- 0
1'
- 0
3'
- 0
3" MIN
3" M
IN
2" X 4" SHEAR KEY W/ 1"X1"
CONT. WATERSTOP (TYP).
COMPACTED EXISTING
SUBGRADE.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
7/ 1/
:1
8:
P M c:
\U se rs
\a nd re w
.d .b ut le r2 \D oc um en ts
\H S
U B
LA
G
_1
_S _R
_a nd re w .d
.b ut le r2
.rv t
S-301
LA
G
-1
R
EP
LA
C E
SU
BS
TA
TI
O N
H
ST
R
U C
TU
R
AL
S
EC
TI
O N
S
CAH
12,910,491
ADB ADB
05/24/2024
F.V. PEPPERS
1745518
N/A
N O
R
FO
LK
, V
IR
G
IN
IA
N
AV
AL
S
TA
TI
O N
N O
R
FO
LK
JOHN MILLER, P.E.
JAMES SMITH, R.A.
M
ID
LA
N
T D
C C
O R
E
S-
Hien Lam
SCALE: 1" = 1'-0"
B1
S-101 A1 Section - TYPICAL SLAB REINFORCEMENT
MA
RK
D
ES
CR
IP
TI
ON
DA
TE
DE
SI
GN
R
EV
IS
IO
N
/24
/20
N/A
SCALE: 1" = 1'-0"
B1
S-101 A4 SECTION - THRU STAIRS
SCALE: 1" = 1'-0"
B1
S-101 C1 SECTION - TYPICAL WALL CONDITION
S-102
S-102
1' 2'0' 6"
1' 2'0' 6" 1' 2'0' 6"
TYP REINFORCEMENT PATTERN
W/ #5 BARS AT 5" O.C. E.W. DEPTH
OF BAR = 4.5" FROM TOP OF SLAB.
PROVIDE (6) ADDITIONAL #5 BARS
W/ SPACING SHOWN TYP OF ALL
SIDES OF CABLEWELLS. TIE INTO
TYP REINFORCMENT PATTERN.
MEET MIN COVER REQUIRMENTS.
NOTE: DETAIL IS TYPICAL OF
ALL (4) CABLEWELL OPENINGS
SHOWN ON S-101 & S-102.
ELEVATED 8" THICK
CONCRETE SLAB
PER LOCATION
VARIES
8"
PROVIDE 90 DEGREE BEND TO #5
BARS AS SHOWN. TYP FOR EVERY
CONTINUOUS HORIZONTAL BAR ON
ALL SIDES OF CABLE WELL OPENINGS.
1 1/2" MIN
1 1 /2"
M
IN
PROVIDE (3) CONTINUOUS
#5 BARS IN DROP PANEL
SECTION TYP OF EVERY
SIDE OF CABLE WELL
OPENING AS SHOWN.
5" T
YP
1'
- 2 " T
YP1'
- 1
0"
ELECTRICAL CONDUIT
TERMINATION 22" MIN
BELOW TOP OF PAD.
SELECT
STRUCTURAL
BACKFILL.
CABLE WELL TO REMAIN VOID OF
STRUCTURAL BACKFILL AS SHOWN.
5" TYP
CABLEWELL OPENING
(2) 2' - 0" LONG (#5)
DIAGONAL BARS MID-
DEPTH AS SHOWN TYP AT
EACH CORNER OF EVERY
CABLE WELL.
NOTE: TERMINATE BARS
SHORT IF CONDITION
OCCURS WHERE BARS
CAN'T MEET COVER
REQUIRMENTS.
SEE PLAN ON S-102
VARIES PER EQUIPMENT
SE
E
PL
AN
O N
S-
VA
RI
ES
P
ER
E
QU
IP
ME
NT
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
7/ 1/
:1
8:
P M c:
\U se rs
\a nd re w
.d .b ut le r2 \D oc um en ts
\H S
U B
LA
G
_1
_S _R
_a nd re w .d
.b ut le r2
.rv t
S-501
LA
G
-1
R
EP
LA
C E
SU
BS
TA
TI
O N
H
ST
R
U C
TU
R
AL
D
ET
AI
LS
CAH
12,910,492
ADB ADB
05/24/2024
F.V. PEPPERS
1745518
N/A
N O
R
FO
LK
, V
IR
G
IN
IA
N
AV
AL
S
TA
TI
O N
N O
R
FO
LK
JOHN MILLER, P.E.
JAMES SMITH, R.A.
M
ID
LA
N
T D
C C
O R
E
S-
Hien Lam
MA
RK
D
ES
CR
IP
TI
ON
DA
TE
DE
SI
GN
R
EV
IS
IO
N
/24
/20
N/A
SCALE: 1" = 1'-0"
B1
S-102 C1 DETAIL - TYPICAL CABLE WELL DROP PANEL REINFORCEMENT
SCALE: 1" = 1'-0"B1 DETAIL - TYPICAL CABLE WELL DIAGONAL REINFORCEMENT
1' 2'0' 6"
1' 2'0' 6"
9' - 0"
ASSUMED SIZE OF EQUIPMENT
6' - 7"
12" MIN
" M
IN
12" MIN
" M
IN
CABLE WELL
6' - 0"
1'
- 0
1'
- 4
5'
- 8
8'
- 0
AS
S U
ME
D
SI
ZE
O F
EQ
UI
P M
EN
T
5'
- 5
C1 S-502
C3 S-502
REINFORCED CONCRETE PAD
EDGE OF EQUIPMENT
A3 S-502
NOTE: REFER TO CIVIL &
ELETRICAL SITE PLANS
FOR LOCATION OF PAD
12" DEEP X 9" TALL STEP
FINISH GRADE
0' - 0"
TYP
6"
1'
- 0
1'
- 6
2'
- 6
CLR
1 1/2"
TY
P
3" C
LR
EDGE OF EQUIPMENT
REINFORCED CONCRETE PAD
3/4" CHAMFER ALL-AROUND
TOP: (22) #5 BARS W/ 90 DEGREE
HOOK EA END, SPACED A MAXIMUM
OF 5" O.C, E.W. MIN 1 1/2" COVER
#5 STRAIGHT BAR SKIN REINF
ALONG PERIMETER OF PAD, TYP
SPA @ 6" O.C. MAX VERTICALLY.
BOTTOM: (22) #5 STRAIGHT BARS
SPACED A MAXIMUM OF 5" O.C, E.W.
MIN 3" COVER
12" LAYER CRUSHED VDOT #57
STONE OVER COMAPCTED SELECT
MATERIAL EXTENDING 6" WIDER
THAN PAD FOOTPRINT, TYP
COMPACTED EXISTING GRADE
FINISH GRADE
0' - 0"
EDGE OF EQUIPMENT
3/4" CHAMFER ALL-AROUND
COMPACTED EXISTING GRADE
12" LAYER CRUSHED VDOT #57
STONE OVER COMAPCTED SELECT
MATERIAL EXTENDING 6" WIDER
THAN PAD FOOTPRINT, TYP
TYP
6"
1'
- 0
1'
- 6
2'
- 6
1' - 6"
(3) #5 STRAIGHT BARS
(6) #5 STRAIGHT BARS SKIN REINF
REQD ALONG PERIMETER OF PAD &
INTERIOR FACE OF CABLE WELL
OPENING, TYP, SPACED AT 6" O.C.
TOP: (3) #5 BARS W/ 90 DEGREE
HOOK EA END
CABLE WELL
1 1/2" 1 1/2"1' - 3"
1 1 /2"
6" T
YP
3"
#5 STIRRUPS SPA AT 8" O.C. TYP
FINISH GRADE
0' - 0"
1' - 4"
TOP: (14) #5 BARS W/ 90 DEGREE
HOOK EA END, SPACED A MAXIMUM
OF 5" O.C, E.W. MIN 1 1/2" COVER
#5 STRAIGHT BAR SKIN REINF
ALONG PERIMETER OF PAD, TYP
SPA @ 6" O.C. MAX VERTICALLY.
BOTTOM: (19) #5 STRAIGHT BARS
SPACED A MAXIMUM OF 5" O.C, E.W.
MIN 3" COVER
12" LAYER CRUSHED VDOT #57
STONE OVER COMAPCTED SELECT
MATERIAL EXTENDING 6" WIDER
THAN PAD FOOTPRINT, TYP
COMPACTED EXISTING GRADE
COPPER GROUND GRID IN PAD PER
ELECTRICAL DRAWINGS
CONCRETE DUCT ENVELOPE PER
ELECTRICAL.
DUCT/CONDUIT PER ELECTRICAL
DRAWINGS
COPPER GROUND IN DUCTBANK
PER ELECTRICAL DRAWINGS
GROUND ROD PER
ELECTRICAL DRAWINGS
COMPACTED VDOT BACKFILL
CONDUIT MINIMUM 2" ABOVE
FINISHED GRADE PER
ELECTRICAL DRAWINGS
12" LAYER CRUSHED
VDOT #57 STONE
(3) #5 STRAIGHT BARS
(6) #5 STRAIGHT BARS
SKIN REINF REQD
ALONG PERIMETER
OF PAD & INTERIOR
FACE OF CABLE WELL
OPENING, TYP,
SPACED AT 6" O.C.
TOP: (3) #5 BARS W/ 90
DEGREE HOOK EA END
FRONT OF SWITCH
1' - 6"
1'
- 6
1'
- 0
2'
- 6
1 1 /2"1 1/2"
3"
#5 STIRRUPS SPA @ 8"
O.C. TYP
9"
1' - 0"
PROVIDE (4) #5 BARS AS
SHOWN FULL LENGTH OF STEP
2 1/2" X 1 1/2" X 1/4" NOSING
ANGLE, TYP EACH STEP
(2) ROWS OF #5 BARS W/ MIN 18"
EMBEDMENT INTO MAIN PAD SPA
AT 8" O.C.
MIN
1' - 6" 6"22 " F
RO
M
TO
P
OF
P
AD
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
7/ 1/
:1
8:
P M c:
\U se rs
\a nd re w
.d .b ut le r2 \D oc um en ts
\H S
U B
LA
G
_1
_S _R
_a nd re w .d
.b ut le r2
.rv t
S-502
LA
G
-1
R
EP
LA
C E
SU
BS
TA
TI
O N
H
ST
R
U C
TU
R
AL
D
ET
AI
LS
CAH
12,910,493
ADB ADB
05/24/2024
F.V. PEPPERS
1745518
N/A
N O
R
FO
LK
, V
IR
G
IN
IA
N
AV
AL
S
TA
TI
O N
N O
R
FO
LK
JOHN MILLER, P.E.
JAMES SMITH, R.A.
M
ID
LA
N
T D
C C
O R
E
S-
Hien Lam
MA
RK
D
ES
CR
IP
TI
ON
DA
TE
DE
SI
GN
R
EV
IS
IO
N
/24
/20
N/A
SCALE: 3/4" = 1'-0"
A1
S-301 A1 PLAN - SWITCH PAD TYPICAL OF ONE LOCATION
SCALE: 1" = 1'-0"
A1
S-502 C1 SECTION - ACROSS SWITCH PAD
SCALE: 1" = 1'-0"
A1
S-502 C3 SECTION - ACROSS CABLE WELL
SCALE: 1" = 1'-0"
A1
S-502 A3 SECTION - THRU CABLE WELL
1' 2'0' 6" 1' 2'0' 6"
1' 2'0' 6"0' 1' 2' 3'
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
ES001
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
GENERAL NOTES
SEQUENCE OF WORK
GENERAL
SITE LEGEND
ABBREVIATIONS
DE
SI
G
N
RE
VI
SI
O N
/2
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
ES101
GRAPHIC SCALE
GENERAL SHEET NOTES
KEYNOTES
ELEC SITE PLAN - STA 0+66.33 T0 TO STA 5+00
KEY MAP
N
ELEC SITE PLAN - STA 5+00 T0 TO STA 10+50
ES101 ES102 ES102 ES103
ES101
ES104
ES105
ES106
ES103
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
DE
SI
G
N
RE
VI
SI
O N
/2
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
ES102
GRAPHIC SCALE
GENERAL SHEET NOTES
ELEC SITE PLAN - STA 10+50 TO STA 15+00
KEY MAP
N
ELEC SITE PLAN - STA 15+00 TO STA 20+00
ES101 ES102 ES102 ES103
ES101
ES104
ES105
ES106
ES103
KEYNOTES
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
DE
SI
G
N
RE
VI
SI
O N
/2
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
ES103
GRAPHIC SCALE
GENERAL SHEET NOTES
ELEC SITE DEMOLITION PLAN - STA 20+000 TO STA 25+00
KEY MAP
N
ELEC SITE DEMOLITION PLAN - STA 25+00 TO STA 27+10
ES101 ES102 ES102 ES103
ES101
ES104
ES105
ES106
ES103
KEYNOTES
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
DE
SI
G
N
RE
VI
SI
O N
/2
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
ES104
GRAPHIC SCALE
GENERAL SHEET NOTES
ELEC SITE PLAN - STA 50+00 TO STA 55+50
KEY MAP
N
ES101 ES102 ES102 ES103
ES101
ES104
ES105
ES106
ES103
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
KEYNOTES
DE
SI
G
N
RE
VI
SI
O N
/2
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
ES105
GRAPHIC SCALE
GENERAL SHEET NOTES
ELEC SITE PLAN - STA 55+500 TO STA 59+00
KEY MAP
N
ES101 ES102 ES102 ES103
ES101
ES104
ES105
ES106
ES103
KEYNOTES
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
DE
SI
G
N
RE
VI
SI
O N
/2
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
ES106
GRAPHIC SCALE
GENERAL SHEET NOTES
ELEC SITE PLAN - STA 59+000 TO STA 63+40.42
KEY MAP
N
ES101 ES102 ES102 ES103
ES101
ES104
ES105
ES106
ES103
KEYNOTES
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
DE
SI
G
N
RE
VI
SI
O N
/2
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES401
J. MORTON, PE
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
GRAPHIC SCALE
GENERAL SHEET NOTES
KEYNOTES
A. REFER TO SHEET E-001 FOR LEGEND SYMBOLS, ABBREVIATIONS AND
GENERAL NOTES.
B. EXISTING UNDERGROUND UTILITIES SHOWN ARE BASED ON SURFACE
EVIDENCE AND BEST AVAILABLE RECORDS. THE ELECTRICAL
CONTRACTOR MUST PERFORM SITE INVESTIGATION OF THE EXISTING
CONDITIONS PRIOR TO COMMENCING WORK TO VERIFY ACTIVE MEDIUM
VOLTAGE FEEDERS, MANHOLE LOCATIONS AND CONDITIONS.
COORDINATE ALL SITE INVESTIGATIONS WITH THE CONTRACTING
OFFICER PRIOR TO THE COMMENCEMENT OF DEMOLITION WORK.
C. EXISTING EQUIPMENT AND DEVICES TO REMAIN MUST STAY INTACT AND
OPERATIONAL DURING THE CONSTRUCTION PROCESS. IF A DEVICE
REQUIRING POWER IS DISTURBED OR INTERRUPTED, RESTORE THE
DEVICE TO ITS ORIGINAL OPERATIONAL STATE. ANY DEMOLITION WORK
REQUIRING MODIFICATION OF EXISTING ELECTRICAL SYSTEMS MUST
NOT COMPROMISE THE SYSTEMS TO REMAIN.
D. THE CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER A MINIMUM
OF 15 DAYS IN ADVANCE TO REQUEST A POWER OUTAGE.
(THIS SHEET ONLY)
1. DISCONNECT AND REMOVE EXISTING CABLES FROM LAG-105 (H
SUBSTATION) TO EMH #A-1122. REFER TO SHEET ES501 FOR MANHOLE
LAYDOWNS - DEMOLITION. DEMOLISH EXISTING DUCTBANKS
COMPLETELY.
2. DEMOLISH LAG-105 (H SUBSTATION) COMPLETELY INCLUDING 11.5KV
COMPARTMENTS (BKR #1 & #2) , 6250KVA, 11.5KV-4.16KV, 3ɸ-4W
TRANSFORMER, METERING COMPARTMENT, MAIN, 4.16KV
COMPARTMENTS (CKTS H-1, H-2, H-3 & H-4) AND BATTERY
COMPARTMENTS.
3. DEMOLISH EXISTING CONCRETE PAD. REFER TO SHEET C-103.
4. DEMOLISH EXISTING FENCE. REFER TO SHEET C-103.
SCALE:A1 ENLARGED LAG-105 PLAN - DEMOLITION
1" =20'-0"
TO EMH #A-1122
FRONT
DE
SI
GN
R
EV
IS
IO
N
/24
CABLE WELL
TERMINATIONS
OPERATORS
CABLE WELL
TERMINATIONS
OPERATORS
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES402
J. MORTON, PE
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
SCALE:A1 ENLARGED LAG-105 PLAN - DEMOLITION
1" =20'-0"
DE
SI
GN
R
EV
IS
IO
N
/24
/24
(THIS SHEET ONLY)GENERAL SHEET NOTES
A. REFER TO SHEET E-001 FOR LEGEND, ABBREVIATIONS, GENERAL NOTES
AND SEQUENCE OF WORK.
B. REFER TO SHEET ES103 - PARTIAL ELECTRICAL SITE PLAN.
C. REFER TO SHEETS ES506 - ES510 FOR ELECTRICAL MANHOLE LAYOUTS.
D. REFER TO SHEETS ES511 - ES513 FOR ELECTRICAL SITE DETAILS.
E. REFER TO SHEET ES602 - PARTIAL ONE-LINE DIAGRAM.
KEYNOTES
1. PROVIDE 4-WAY 15KV SF6 PAD-MTD SWITCH AND LABEL PS-1111.
2. PROVIDE 2500KVA, 11.5KV-4160V, 3ɸ-4W , PAD-MTD TRANSFORMER AND VFI
WITH PARTIAL CURRENT LIMITING FUSE IN SERIES AND LABEL XFMR H.
3. PROVIDE 5-WAY 15KV SF6 PAD-MTD SMART SWITCH WITH 1 SWITCH WAY.S
AND 4 VFI WAYS EACH VFI WAY WITH OVERCURRENT PROTECTION RELAYS
AND LABEL SWCH 15.
4. PROVIDE 15KVA, 11.5KV-120/240V, 1ɸ-3W PAD-MTD CONTROL
TRANSFORMER AND LABEL XFMR CPT-15.
5. CONCRETE EQUIPMENT PAD, REFER TO STRUCTURAL SHEETS.
GRAPHIC SCALE
3/4"=1'-0" 1' 2' 3'
MANHOLE LAYOUT #A-1122
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULIDID
MANHOLE LAYOUT #A-1123
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSUL
MANHOLE LAYOUT #A-1124
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES501
J. MORTON, PE
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
(THIS SHEET ONLY)GENERAL SHEET NOTES
A. REFER TO PARTIAL ELECTRICAL SITE PLANS SHEETS ES101 - ES 106 FOR
LOCATIONS OF EXISTING ELECTRICAL MANHOLES.
B. TELEPHONE AND ELECTRICAL MANHOLES AT THE WORK SITE THAT ARE
NOT IDENTIFIED ARE NOT IN THIS CONTRACT.
C. THE CONTRACTOR MUST FIELD VERIFY CKT ID, CABLE TERMINATIONS
AND LENGTHS PRIOR TO CUTTING CONDUCTORS.
D. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING OF MANHOLES.
E. A GAS FREE TEST IS REQUIRED ON ALL ELECTRICAL MANHOLES PRIOR
TO ENTRY.
F. THE CONTRACTOR MUST PROVIDE "HOT CAPS" ON NEWLY INSTALLED
CABLE AS NEEDED TO MINIMIZE CIRCUIT OUTAGES.
G. TEMPORARY SPLICES MUST MEET ALL THE REQUIREMENTS IN THE
SPECIFICATIONS?
H. CONTRACTOR MUST CONNECT GROUND CABLE SHIELD TO EXIST
GROUND ROD IN EACH MANHOLE.
I. PROVIDE ADDITIONAL MANHOLE RACKS, STEPS AND INSULATORS AS
REQUIRED BY THE SPECIFICATIONS.
KEYNOTES
1. DISCONNECT AND REMOVE EXIST CABLES, MANDREL AND CLEAN DUCT.
2. DISCONNECT AND REMOVE EXIST CABLE. SEAL DUCT PENETRATION
WITH CONCRETE.
3. DEMOLISH EXIST SPLICE.
4. DISCONNECT AND REMOVE EXIST CABLES TO THIS POINT.
TYP OF
ALL DUCTS
TO H SUB
DE
SI
GN
R
EV
IS
IO
N
/24
MANHOLE LAYOUT #A-1125
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
MANHOLE LAYOUT #A-1126
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
MANHOLE LAYOUT #A-1127
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES502
J. MORTON, PE
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
GENERAL SHEET NOTES (THIS SHEET ONLY) KEYNOTES
1. DISCONNECT AND REMOVE EXIST CABLES, MANDREL AND CLEAN DUCT.
1 1
A. REFER TO PARTIAL ELECTRICAL SITE PLANS SHEETS ES101 - ES 106 FOR
LOCATIONS OF EXISTING ELECTRICAL MANHOLES.
B. TELEPHONE AND ELECTRICAL MANHOLES AT THE WORK SITE THAT ARE
NOT IDENTIFIED ARE NOT IN THIS CONTRACT.
C. THE CONTRACTOR MUST FIELD VERIFY CKT ID, CABLE TERMINATIONS
AND LENGTHS PRIOR TO CUTTING CONDUCTORS.
D. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING OF MANHOLES.
E. A GAS FREE TEST IS REQUIRED ON ALL ELECTRICAL MANHOLES PRIOR
TO ENTRY.
F. THE CONTRACTOR MUST PROVIDE "HOT CAPS" ON NEWLY INSTALLED
CABLE AS NEEDED TO MINIMIZE CIRCUIT OUTAGES.
G. TEMPORARY SPLICES MUST MEET ALL THE REQUIREMENTS IN THE
SPECIFICATIONS?
H. CONTRACTOR MUST CONNECT GROUND CABLE SHIELD TO EXIST
GROUND ROD IN EACH MANHOLE.
I. PROVIDE ADDITIONAL MANHOLE RACKS, STEPS AND INSULATORS AS
REQUIRED BY THE SPECIFICATIONS.
DE
SI
GN
R
EV
IS
IO
N
MANHOLE LAYOUT #A-1128
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
MANHOLE LAYOUT #A-1129
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULIDID DESCRIPTION VOLTAGESIZE LGTHINSUL
MANHOLE LAYOUT #264B
N
LENGTH LOCATIONWIDTH HEIGHT OPENING SIZEMANHOLE CONDITION
NO
SCALE
LID SIZE THROAT
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES503
J. MORTON, PE
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
GENERAL SHEET NOTES (THIS SHEET ONLY) KEYNOTES
1. DISCONNECT AND REMOVE EXIST CABLES, MANDREL AND CLEAN DUCT.
2. DEMOLISH EXIST SPLICE.
A. REFER TO PARTIAL ELECTRICAL SITE PLANS SHEETS ES101 - ES 106 FOR
LOCATIONS OF EXISTING ELECTRICAL MANHOLES.
B. TELEPHONE AND ELECTRICAL MANHOLES AT THE WORK SITE THAT ARE
NOT IDENTIFIED ARE NOT IN THIS CONTRACT.
C. THE CONTRACTOR MUST FIELD VERIFY CKT ID, CABLE TERMINATIONS
AND LENGTHS PRIOR TO CUTTING CONDUCTORS.
D. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING OF MANHOLES.
E. A GAS FREE TEST IS REQUIRED ON ALL ELECTRICAL MANHOLES PRIOR
TO ENTRY.
F. THE CONTRACTOR MUST PROVIDE "HOT CAPS" ON NEWLY INSTALLED
CABLE AS NEEDED TO MINIMIZE CIRCUIT OUTAGES.
G. TEMPORARY SPLICES MUST MEET ALL THE REQUIREMENTS IN THE
SPECIFICATIONS?
H. CONTRACTOR MUST CONNECT GROUND CABLE SHIELD TO EXIST
GROUND ROD IN EACH MANHOLE.
I. PROVIDE ADDITIONAL MANHOLE RACKS, STEPS AND INSULATORS AS
REQUIRED BY THE SPECIFICATIONS.
DE
SI
GN
R
EV
IS
IO
N
ID DESCRIPTION VOLTAGESIZE LGTHINSUL
MANHOLE LAYOUT #1141
N
LENGTH LOCATIONWIDTH HEIGHT OPENING SIZEMANHOLE CONDITION
NO
SCALE
LID SIZE THROAT
ID DESCRIPTION VOLTAGESIZE LGTHINSUL
MANHOLE LAYOUT #1142
N
LENGTH LOCATIONWIDTH HEIGHT OPENING SIZEMANHOLE CONDITION
NO
SCALE
LID SIZE THROAT
MANHOLE LAYOUT #1143
N
LENGTH LOCATIONWIDTH HEIGHT OPENING SIZEMANHOLE CONDITION
NO
SCALE
ID DESCRIPTION VOLTAGESIZE LGTHINSUL
LID SIZE THROAT
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES504
J. MORTON, PE
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
(THIS SHEET ONLY)GENERAL SHEET NOTES KEYNOTES
1. DISCONNECT AND REMOVE EXIST CABLES, MANDREL AND CLEAN DUCT.
A. REFER TO PARTIAL ELECTRICAL SITE PLANS SHEETS ES101 - ES 106 FOR
LOCATIONS OF EXISTING ELECTRICAL MANHOLES.
B. TELEPHONE AND ELECTRICAL MANHOLES AT THE WORK SITE THAT ARE
NOT IDENTIFIED ARE NOT IN THIS CONTRACT.
C. THE CONTRACTOR MUST FIELD VERIFY CKT ID, CABLE TERMINATIONS
AND LENGTHS PRIOR TO CUTTING CONDUCTORS.
D. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING OF MANHOLES.
E. A GAS FREE TEST IS REQUIRED ON ALL ELECTRICAL MANHOLES PRIOR
TO ENTRY.
F. THE CONTRACTOR MUST PROVIDE "HOT CAPS" ON NEWLY INSTALLED
CABLE AS NEEDED TO MINIMIZE CIRCUIT OUTAGES.
G. TEMPORARY SPLICES MUST MEET ALL THE REQUIREMENTS IN THE
SPECIFICATIONS?
H. CONTRACTOR MUST CONNECT GROUND CABLE SHIELD TO EXIST
GROUND ROD IN EACH MANHOLE.
I. PROVIDE ADDITIONAL MANHOLE RACKS, STEPS AND INSULATORS AS
REQUIRED BY THE SPECIFICATIONS.
DE
SI
GN
R
EV
IS
IO
N
MANHOLE LAYOUT #309
LENGTH LOCATIONWIDTH HEIGHT OPENING SIZEMANHOLE CONDITION
NO
SCALE
ID DESCRIPTION VOLTAGESIZE LGTHINSUL
LID SIZE THROAT
MANHOLE LAYOUT #308
N
LENGTH LOCATIONWIDTH HEIGHT OPENING SIZEMANHOLE CONDITION
NO
SCALE
ID DESCRIPTION VOLTAGESIZE LGTHINSUL
LID SIZE THROAT
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES505
J. MORTON, PE
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
(THIS SHEET ONLY)GENERAL SHEET NOTES KEYNOTES
1. DISCONNECT AND REMOVE EXIST CABLES, MANDREL AND CLEAN DUCT.
2. DEMOLISH EXIST SPLICE.
A. REFER TO PARTIAL ELECTRICAL SITE PLANS SHEETS ES101 - ES 106 FOR
LOCATIONS OF EXISTING ELECTRICAL MANHOLES.
B. TELEPHONE AND ELECTRICAL MANHOLES AT THE WORK SITE THAT ARE
NOT IDENTIFIED ARE NOT IN THIS CONTRACT.
C. THE CONTRACTOR MUST FIELD VERIFY CKT ID, CABLE TERMINATIONS
AND LENGTHS PRIOR TO CUTTING CONDUCTORS.
D. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING OF MANHOLES.
E. A GAS FREE TEST IS REQUIRED ON ALL ELECTRICAL MANHOLES PRIOR
TO ENTRY.
F. THE CONTRACTOR MUST PROVIDE "HOT CAPS" ON NEWLY INSTALLED
CABLE AS NEEDED TO MINIMIZE CIRCUIT OUTAGES.
G. TEMPORARY SPLICES MUST MEET ALL THE REQUIREMENTS IN THE
SPECIFICATIONS?
H. CONTRACTOR MUST CONNECT GROUND CABLE SHIELD TO EXIST
GROUND ROD IN EACH MANHOLE.
I. PROVIDE ADDITIONAL MANHOLE RACKS, STEPS AND INSULATORS AS
REQUIRED BY THE SPECIFICATIONS.
DE
SI
GN
R
EV
IS
IO
N
MANHOLE LAYOUT #A-1122
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULIDID
MANHOLE LAYOUT #A-1123
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSUL
MANHOLE LAYOUT #A-1124
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES506
J. MORTON, PE
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
(THIS SHEET ONLY)GENERAL SHEET NOTES KEYNOTES
1. PROVIDE CABLE AS INDICATED IN FEEDER SCHEDULE.
2. PROVIDE SPLICE.
3. PROVIDE NEW CABLE CIRCUIT TAG.
1 3
1 3
1 31 31 3
A. REFER TO PARTIAL ELECTRICAL SITE PLANS SHEETS ES101 - ES 106 FOR
LOCATIONS OF EXISTING ELECTRICAL MANHOLES.
B. TELEPHONE AND ELECTRICAL MANHOLES AT THE WORK SITE THAT ARE
NOT IDENTIFIED ARE NOT IN THIS CONTRACT.
C. THE CONTRACTOR MUST FIELD VERIFY CKT ID, CABLE TERMINATIONS
AND LENGTHS PRIOR TO CUTTING CONDUCTORS.
D. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING OF MANHOLES.
E. A GAS FREE TEST IS REQUIRED ON ALL ELECTRICAL MANHOLES PRIOR
TO ENTRY.
F. THE CONTRACTOR MUST PROVIDE "HOT CAPS" ON NEWLY INSTALLED
CABLE AS NEEDED TO MINIMIZE CIRCUIT OUTAGES.
G. TEMPORARY SPLICES MUST MEET ALL THE REQUIREMENTS IN THE
SPECIFICATIONS?
H. CONTRACTOR MUST CONNECT GROUND CABLE SHIELD TO EXIST
GROUND ROD IN EACH MANHOLE.
I. PROVIDE ADDITIONAL MANHOLE RACKS, STEPS AND INSULATORS AS
REQUIRED BY THE SPECIFICATIONS.
DE
SI
GN
R
EV
IS
IO
N
MANHOLE LAYOUT #A-1125
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
MANHOLE LAYOUT #A-1126
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
MANHOLE LAYOUT #A-1127
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES507
J. MORTON, PE
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
(THIS SHEET ONLY)GENERAL SHEET NOTES KEYNOTES
1. PROVIDE CABLE AS INDICATED IN FEEDER SCHEDULE.
2. PROVIDE NEW CABLE CIRCUIT TAG.
1 2 1 21 2
A. REFER TO PARTIAL ELECTRICAL SITE PLANS SHEETS ES101 - ES 106 FOR
LOCATIONS OF EXISTING ELECTRICAL MANHOLES.
B. TELEPHONE AND ELECTRICAL MANHOLES AT THE WORK SITE THAT ARE
NOT IDENTIFIED ARE NOT IN THIS CONTRACT.
C. THE CONTRACTOR MUST FIELD VERIFY CKT ID, CABLE TERMINATIONS
AND LENGTHS PRIOR TO CUTTING CONDUCTORS.
D. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING OF MANHOLES.
E. A GAS FREE TEST IS REQUIRED ON ALL ELECTRICAL MANHOLES PRIOR
TO ENTRY.
F. THE CONTRACTOR MUST PROVIDE "HOT CAPS" ON NEWLY INSTALLED
CABLE AS NEEDED TO MINIMIZE CIRCUIT OUTAGES.
G…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .