Quantico Tower RFP - Attachment 5 - R9 Design Drawings_Updated.pdf
PDF 4 MB Posted
- Attached to
- Observation Tower Quantico - Request for Proposal Federal contract opportunity
- Solicitation number
- N6426722R0014
About this file
This is a request for proposal for the construction of two observation towers at Marine Corps Base Quantico. The Naval Surface Warfare Center Corona Division is seeking proposals for the construction of the towers on a firm-fixed-price basis. Proposals are due by the response date listed in the posting. Offerors must inspect the site and register in the System for Award Management. The anticipated contract type is firm-fixed-price and this is an all-or-none solicitation requiring full proposals. The Government will make a single award to the responsible offeror whose conforming proposal is most advantageous based on the evaluation criteria.
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DESCRIPTION
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MARK DATE
SH
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B C D E F G
NAVAL SURFACE WARFARE CENTER CORONA DESIGNED BY:
SIZE:
SUBMITTED BY:
CHECKED BY:
DRAWN BY:
ISSUE DATE:
CAGE:
DISTRIBUTION C: LIMITED TO THE DEPARTMENT OF DEFENSE AGENCIES
AND THEIR CONTRACTORS. OTHER REQUESTS FOR THIS DOCUMENT
SHALL BE REFERRED TO DEVELOPMENT ENGINEERING DIVISION (RS30)
AT NAVAL SURFACE WARFARE CENTER, CORONA.
PER DoDI 5200.48 FOR CONTROLLED UNCLASSIFIED INFORMATION (CUI).
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P.O. BOX 5000
CORONA, CA 92878-5000 ANSI D 6DD29
TEMPLATE VERSION 6.0 - 01 JULY 2021
D. GARDNER
21 JAN 2022
MARINE CORPS BASE QUANTICO, VA
RANGE 9 OBSERVATION TOWER
100% D
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A
MARK DATE
SH
EET ID
B C D E F G
NAVAL SURFACE WARFARE CENTER CORONA DESIGNED BY:
SIZE:
SUBMITTED BY:
CHECKED BY:
DRAWN BY:
ISSUE DATE:
CAGE:
DISTRIBUTION C: LIMITED TO THE DEPARTMENT OF DEFENSE AGENCIES
AND THEIR CONTRACTORS. OTHER REQUESTS FOR THIS DOCUMENT
SHALL BE REFERRED TO DEVELOPMENT ENGINEERING DIVISION (RS30)
AT NAVAL SURFACE WARFARE CENTER, CORONA.
PER DoDI 5200.48 FOR CONTROLLED UNCLASSIFIED INFORMATION (CUI).
W A
R
FA
R E C
EN
TER
S C
O R
O N
A
U N
C
LASSIFIED
- C U
I
U N
C
LASSIFIED
- C U
I
DEVELOPMENT ENGINEERING (RS30)
P.O. BOX 5000
CORONA, CA 92878-5000 ANSI D 6DD29
TEMPLATE VERSION 6.0 - 01 JULY 2021
21 JAN 2022
MARINE CORPS BASE QUANTICO, VA
RANGE 9 OBSERVATION TOWER
100% D
ESIG
N
PLAN
SET - N
O
T FO
R C
O N
STR
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C
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N Plotted: 18-Jan-2022 15:33
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PAY ALL C
O
STS N
EC
ESSAR
Y TO
C
O R
R
EC
T TH
E D
EFIC
IEN
C
IES.
1.3.4.
TH
E C O
N
TR
AC
TO
R
SH
ALL O
BTAIN
ALL
R
EQ
U
IR
ED
PER
M
ITS AN
D
AR
R
AN
G
E FO
R
ALL R
EQ
U
IR
ED
IN
SPEC
TIO
N
S IN
AC
C
O R
D
AN
C E W
ITH
STATE AN
D
LO
C
AL
G O
VER
N
IN
G
AU
TH
O R
ITIES.
1.4.
Q
U
ALITY ASSU
R
AN
C E
1.4.1.
W
AR
R
AN
TIES:
G
EN
ER
AL: C
O N
TR
AC
TO
R
SH
ALL PR
O
VID
E W
AR
R
AN
TIES FO
R
ALL W
O R
K AS STATED
IN
TH
E C
O N
TR
AC
T.
1.5.
IN
SPEC
TIO
N S
1.5.1.
G
EN
ER
AL:
D
U R
IN
G
AN
D
U
PO
N C
O M
PLETIO
N
O
F TH
E W
O R
K, AR
R
AN
G
E AN
D
PAY ALL
ASSO
C
IATED
C O
STS FO
R
IN
SPEC
TIO
N
S O
F ALL ELEC
TR
IC
AL W
O R
K IN
STALLED
U N
D
ER
TH
IS C
O N
TR
AC
T, IN
AC
C O
R D
AN
C
E W
ITH
TH
E C O
N D
ITIO
N
S O
F TH
E C
O N
TR
AC
T.
1.5.2.
IN
SPEC
TIO
N S R
EQ
U
IR
ED
AS PER
TH
E LAW
S AN
D
R
EG
U
LATIO
N S O
F
TH
E LO
C
AL AN
D
/ O R
STATE AG
EN
C
IES
H
AVIN
G
JU
R
ISD
IC
TIO
N
AT TH
E PR
O
JEC
T
SITE.
1.5.3.
IN
SPEC
TIO
N
AG
EN
C
Y:
APPR
O
VED
BY TH
E LO
C
AL AN
D / O
R
STATE AG
EN
C
IES H
AVIN
G
JU
R
ISD
IC
TIO
N
AT TH
E PR
O
JEC
T SITE.
1.5.4.
C
ER
TIFIC
ATES:
SU
BM
IT ALL R
EQ
U
IR
ED
IN
SPEC
TIO
N
C
ER
TIFIC
ATES
1.6.
D
EFIN
ITIO
N S
1.6.1.
TH
E TER
M
"IN
D
IC
ATED
" SH
ALL M
EAN
"AS
SH
O
W N
O N
TH
E C
O N
TR
AC
T D O
C U
M
EN
TS,
SPEC
IFIC
ATIO
N S, D
R
AW
IN
G
S AN
D
R
ELATED
ATTAC
H
M
EN
T(S)".
1.6.2.
TH
E TER
M
"PR
O
VID
E" SH
ALL M
EAN
"TO
FU
R N
ISH
, IN
STALL AN
D
C O
N N
EC
T
C O
M
PLETELY, AN
D M
AKE O
PER
ABLE".
1.6.3.
TH
E TER
M
"R
EM
O
VE" SH
ALL M
EAN
"TO
D
ISC
O
N N
EC
T R
EM
O
VE AN
D
LEG
ALLY
D
ISPO
SE O
F BAC
K TO
TH
E LAST AC
TIVE
D
EVIC
E, IN
AC
C O
R D
AN
C
E W
ITH
LO
C
AL,
STATE AN
D
FED
ER
AL R
EG
U
LATIO
N
S".
1.6.4.
TH
E D
EFIN
ITIO
N
O
F ELEC
TR
IC
AL TER
M
S U
SED
SH
ALL BE AS D
EFIN
ED
IN
TH
E
LATEST ED
ITIO
N O
F TH
E N
ATIO
N
AL
ELEC
TR
IC
C O
D E (N
EC
1.6.5.
TH
E TER
M
"SIZE" SH
ALL M
EAN
O
N E O
R M
O R
E O
F TH
E FO
LLO
W
IN
G
: "LEN
G
TH
C
U R
R
EN
T AN
D
VO
LTAG
E R
ATIN
G
N U
M
BER
O
F PO
LES, N
EM
A SIZE AN
D
O
TH
ER
SIM
ILAR
ELEC
TR
IC
AL
C
H
AR
AC
TER
ISTIC
S".
1.7.
C
O O
R D
IN
ATIO
N 1.7.1.
W R
ITTEN
R
EQ
U
ESTS FO
R
APPR
O
VAL FO
R
PLAN
N
ED
SH
U
TD
O W
N S O
R
IN
TER
R
U
PTIO
N S O
F O W
N
ER
'S EXISTIN
G
SYSTEM
S AN
D
EQ
U
IPM
EN
T SH
ALL BE
M
AD
E 2 W
EEKS PR
IO
R
TO
STAR
T O
F R
EQ
U
ESTED
SH
U
TD
O W
N
PER
IO
D
S.
1.7.2.
TH
E C O
N
TR
AC
TO
R
SH
ALL VER
IFY ALL
M
AN
U
FAC
TU
R
ER
S C
ATALO
G
N U
M
BER
S W
ITH
TH
E M
AN
U
FAC
TU
R
ER
FO
R C
U R
R
EN
T C O
N
FIG
U R
ATIO
N
S AN
D
FU
N
C
TIO
N S.
1.7.3.
BEFO
R
E SELEC
TIN
G
M
ATER
IAL AN
D
EQ
U
IPM
EN
T TO
BE IN
STALLED
C
H
EC
K N
EED
ED
SPAC
E FO
R
PLAC
EM
EN
T, C
LEAR
AN
C
ES AN
D
IN
TER
C
O N
N
EC
TIO
N
S, TO
IN
SU
R
E SU
ITABILITY.
2.
PR
O D
U C
TS
2.1.
G
EN
ER
AL
2.1.1.
ALL M
ATER
IALS AN
D
EQ
U
IPM
EN
T SH
ALL
BE N
EW
AN
D
IN
PER
FEC
T C
O N
D
ITIO
N W
H
EN
IN
STALLED
AN
D
SH
ALL BE O
F TH
E
BEST G
R
AD
E AN
D O
F TH
E SAM
E M
AN
U
FAC
TU
R
ER
TH
R
O U
G H
O U
T FO
R
EAC
H
C
LASS O
R G
R O
U P O
F EQ
U
IPM
EN
T.
M
ATER
IALS SH
ALL M
EET W
ITH
APPR
O
VAL
O
F ALL G
O
VER
N
IN
G
BO
D
IES H
AVIN
G
JU
R
ISD
IC
TIO
N
AN
D
SH
ALL BE
M
AN
U
FAC
TU
R
ED
IN
AC
C
O R
D
AN
C E W
ITH
APPLIC
ABLE STAN
D
AR
D
S ESTABLISH
ED
BY AN
SI, N
EM
A AN
D N
BFU
2.1.2.
C
O M
M O
N
ITEM
S: W H
ER
E M
O R
E TH
AN
O N
E O
F AN
Y SPEC
IFIC
ITEM
IS R
EQ
U
IR
ED
ALL SH
ALL BE O
F TH
E SAM
E TYPE AN
D M
AN
U
FAC
TU
R
ER
2.1.3.
U
L LISTIN
G
: ALL ELEC
TR
IC
AL M
ATER
IALS
AN
D
EQ
U
IPM
EN
T SH
ALL BE
U N
D
ER
W R
ITER
S' LABO
R
ATO
R
IES (U
L)
LISTED
AN
D
LABELED
, W
H
ER
E U L
STAN
D
AR
D
S AN
D
LISTIN
G
S EXIST FO
R
SU
C
H M
ATER
IALS O
R
EQ
U
IPM
EN
T.
2.2.
SO
IL M
ATER
IALS
2.2.1.
BAC
KFILL AN
D
FILL M
ATER
IALS:
M
ATER
IALS C
O
M
PLYIN
G W
ITH
ASTM
D
2487 SO
IL C
LASSIFIC
ATIO
N
G R
O U
PS G
W
G
P, G M
, SM
, SW
, AN
D
SP, FR
EE O
F C
LAY,
R O
C K, O
R G
R
AVEL LAR
G
ER
TH
AN
IN
C H
ES IN
AN
Y D
IM
EN
SIO
N , D
EBR
IS,
W
ASTE, FR
O
ZEN
M
ATER
IALS,
VEG
ETABLE, AN
D
O
TH
ER
D
ELETER
IO
U S
M
ATTER
2.3.
R
AC
EW
AY SYSTEM
S
2.3.1.
R
AC
EW
AY SIZIN
G
: AS R
EQ
U
IR
ED
BY TH
E N
EC
(M
IN
IM
U M
) W
ITH
O
VER
SIZED
R
AC
EW
AYS AS IN
D
IC
ATED
AN
D W
H
ER
E R
EQ
U
IR
ED
FO
R
EASE O
F PU
LLIN
G
C
ABLE.
M
IN
IM
U
M C
O N
D U
IT SIZE: 3/4-IN
C
H
U N
LESS IN
D
IC
ATED
O
TH
ER
W
ISE.
2.3.2.
R
AC
EW
AY TYPES: R
IG
ID
G
ALVAN
IZED
STEEL C
O
N D
U
IT, ELEC
TR
IC
AL M
ETALLIC
TU
BIN
G
(EM
T), FLEXIBLE STEEL C
O
N D
U
IT,
LIQ
U
ID
-TIG
H
T FLEXIBLE STEEL C
O N
D U
IT
AN
D
SC
H
ED
U
LE 40 H
EAVYW
ALL AN
D
SC
H
ED
U
LE 80 EXTR
A-H
EAVYW
ALL R
IG
ID
N
O N
-M
ETALLIC
(PVC
) C
O N
D U
IT,
C
O N
FO
R
M
IN
G
TO
APPLIC
ABLE AN
SI,
N
EM
A AN
D U
L STAN
D
AR
D
S.
EM
T IS APPR
O
VED
FO
R
IN
TER
IO
R
U
SE
O N
LY.
2.3.3.
FITTIN
G
S: ALL R
AC
EW
AY FITTIN
G
S
(EXC
EPT FO
R
R
IG
ID
N
O N
-M
ETALLIC
C O
N D
U
IT) TO
BE STEEL O
R
M
ALLEABLE
IR
O
N
. AN
D U
L-LISTED
FO
R
TH
E IN
TEN
D
ED
APPLIC
ATIO
N
. EM
T FITTIN
G
S TO
BE
C O
M
PR
ESSIO
N
TYPE.
2.3.4.
PU
LL AN
D
JU
N
C
TIO
N
BO
XES, AN
D
W
IR
EW
AYS: U
SE AS IN
D
IC
ATED
AN
D
R
EQ
U
IR
ED
. FO
R
EXTER
IO
R
AN
D
D
AM
P O R
W
ET IN
D O
O R
LO
C
ATIO
N
S, U
SE BO
XES
AN
D W
IR
EW
AYS APPR
O
VED
FO
R
SU
C H
U
SE.
2.3.5.
C
O N
D U
IT SEALS: FO
R
C
AST-IN
-PLAC
E
C O
N C
R
ETE APPLIC
ATIO
N
S: AC
C
EPTABLE
M
AN
U
FAC
TU
R
ER
S: O -Z/G
ED
N
EY TYPE
"FSK;" TH
U N
D
ER
LIN
E C
O R
P. "LIN
K SEAL"
W
ITH
"LIN
K SEAL W
ALL SLEEVE." FO
R
C O
R E D
R
ILLED
AN
D
PR
E-C
AST O
PEN
IN
G
APPLIC
ATIO
N
S: AC
C
EPTABLE
M
AN
U
FAC
TU
R
ER
S: O
-Z/G
ED
N
EY TYPE
"C
SM
L;" TH
U
N D
ER
LIN
E C O
R
P. "LIN
K SEAL."
SW
EEPS: ALL SW
EEPS FO
R C
O M
M U
N
IC
ATIO
N
EQ
U
IPM
EN
T O R
IN
TO
C O
N C
R
ETE PAD
SH
ALL BE 24" R
AD
IU
S.
2.4.
C
LASS W
IR
E C O
N D
U C
TO
R
S - 600 VO
LT AN
D
BELO
W 2.4.1.
G
EN
ER
AL: SIN
G
LE-C
O N
D U
C
TO
R , 98%
C O
N D
U C
TIVITY, AN
N
EALED
, U
N C
O
ATED
C O
PPER
C
O N
D U
C
TO
R S W
ITH
600-VO
LT
R
ATED
TYPE "TH
H N
/TH
W
N
" IN
SU
LATIO
N
ALU
M
IN
U
M C
O N
D U
C
TO
R
S AR
E N O
T
ALLO
W
ED
2.4.2.
C
O N
N
EC
TO
R
S: N
YLO
N
SH
ELL IN
SU
LATED
M
ETALLIC
SC
R
EW
-O N
C O
N N
EC
TO
R
S FO
R
#14- 10 AW
G
, AN
D
BO
LTED
PR
ESSU
R
E O R
C O
M
PR
ESSIO
N
TYPE LU
G
S AN
D
C O
N N
EC
TO
R S W
ITH
IN
SU
LATIN
G C
O
VER
S
FO
R
#8 AW
G
AN
D
LAR
G
ER
2.5.
H
AN
G
ER
S AN
D
SU
PPO
R
TS
2.5.1.
G
EN
ER
AL: ALL H
AN
G
ER
S, SU
PPO
R
TS,
FASTEN
ER
S AN
D H
AR
D
W
AR
E SH
ALL BE
ZIN
C
-C O
ATED
O
R O
F EQ
U
IVALEN
T
C O
R R
O
SIO
N R
ESISTAN
C
E BY TR
EATM
EN
T
O R
IN
H
ER
EN
T PR
O
PER
TY, AN
D
SH
ALL BE
M
AN
U
FAC
TU
R
ED
PR
O
D U
C
TS D
ESIG
N
ED
FO
R
TH
E APPLIC
ATIO
N
. PR
O D
U C
TS FO
R
O U
TD
O
O R
U
SE SH
ALL BE H
O
T D
IP
G
ALVAN
IZED
2.5.2.
TYPES: H
AN
G
ER
S, STR
APS, R
ISER
SU
PPO
R
TS, C
LAM
PS, U
-C H
AN
N
EL,
TH
R
EAD
ED
R
O D
S, ETC
. AS IN
D
IC
ATED
O
R R
EQ
U
IR
ED
2.6.
ELEC
TR
IC
AL ID
EN
TIFIC
ATIO
N 2.6.1.
N
AM
EPLATES: TH
R
EE-LAYER
LAM
IN
ATED
PLASTIC
W
ITH
M
IN
IM
U M
3/16" H
IG
H W
H
ITE
EN
G
R
AVED
C H
AR
AC
TER
S O
N
BLAC
K
BAC
KG
R
O U
N D
, AN
D
PU
N
C H
ED
FO
R M
EC
H
AN
IC
AL FASTEN
IN
G
. FASTEN
ER
S:
SELF-TAPPIN
G
STAIN
LESS-STEEL
SC
R
EW
S O
R N
U M
BER
10-32 STAIN
LESS
STEEL M
AC
H
IN
E SC
R
EW
S W
ITH
N U
TS
AN
D
FLAT AN
D
LO
C K W
ASH
ER
S.
2.6.2.
U
N D
ER
G
R O
U N
D W
AR
N
IN
G
TAPE: SIX-IN
C
H W
ID
E PO
LYETH
YLEN
E TAPE.
PER
M
AN
EN
TLY BR
IG
H
T C O
LO
R
ED
W
ITH
C
O N
TIN
U
O U
S-PR
IN
TED
LEG
EN
D
IN
D
IC
ATIN
G G
EN
ER
AL TYPE O
F
U N
D
ER
G R
O U
N D
LIN
E BELO
W
AN
D "C
AU
TIO
N ." C
O
LO
R
S AS FO
LLO
W
S:
2.6.2.1.
R
ED
- ELEC
TR
IC
2.6.2.2.
O
R
AN
G E - C
O M
M U
N
IC
ATIO
N
S
2.6.3.
M
AR
KIN
G
PEN
S: PER
M
AN
EN
T, W
ATER
PR
O O
F, Q U
IC
K D
R
YIN
G
BLAC
K IN
K.
AC
C
EPTABLE M
AN
U
FAC
TU
R
ER
S:
SAN
FO
R D
FIN
E PO
IN
T "SH
AR
PIE," O
R
EQ
U
AL.
2.6.4.
W
IR
E TAG
S: VIN
YL O
R
VIN
YL-C
LO
TH
SELF-AD
H
ESIVE W
R
APAR
O U
N D
TYPE
IN
D
IC
ATIN
G
APPR
O
PR
IATE C
IR
C
U
IT
N U
M
BER
, ETC
2.7.
G
R O
U N
D
IN
G 2.7.1.
G
EN
ER
AL: G
R O
U N
D
IN
G
SH
ALL C
O
M
PLY
W
ITH
AR
TIC
LE 250 O
F TH
E N
ATIO
N
AL
ELEC
TR
IC
AL C
O D
E (2020).
2.7.2.
SYSTEM
D
ESC
R
IPTIO
N : G
R O
U N
D
IN
G N
ETW
O
R
K SYSTEM
SH
ALL ESTABLISH
AN
EAR
TH
R
ESISTAN
C
E TO
TH
E R
EFER
EN
C
E G
R O
U N
D
PO
IN
T N
O
T TO
EXC
EED
O
H M
S, C O
N
SISTIN
G O
F BO
N
D
IN
G O
F
STR
U C
TU
R
E AN
D
O
TH
ER
M
ETAL
O
BJEC
TS: G
R O
U N
D
IN
G
ELEC
TR
O
D
ES;
AN
D
IN
TER
C O
N N
EC
TIN
G C
O N
D U
C
TO
R S.
2.7.3.
M
ATER
IAL: IN
D
IC
ATED
AS FO
LLO
W
IN
G
2.7.3.1.
G R
O U
N D
R O
D S:
3/4" D
IA. X 10' -0” LO
N G
C O
PPER
C
LAD
G
R O
U N
D R
O D
TR
EATED
W
ITH
EXC
ITE.
2.7.3.2.
PR
O
TEC
TIVE BO
X: 8" D
IA. X 42" LO
N
G
SC
H
ED
U
LE 40 PVC
PIPE W
ITH
TH
R
EAD
ED
C
AP.
2.7.3.3.
C
O N
D U
C
TO
R
S: IN
STALL #2 AW
G
G R
EEN
-IN
SU
LATED
STR
AN
D
ED
W
IR
E
FO
R
ABO
VE G
R
AD
E G
R O
U N
D
IN
G
AN
D
#2 BAR
E SO
LID
TIN
-C
O
ATED
W
IR
E
FO
R
BELO
W G
R
AD
E G R
O U
N D
IN
G
U N
LESS O
TH
ER
W
ISE N
O
TED
2.7.3.4.
G
R O
U N
D W
IR
E C
LAM
PS: H
EAVY D
U
TY
C
LAM
PS AS M
AN
U
FAC
TU
R
ED
BY
BU
R N
D Y.
2.7.3.5.
W
ELD
S: G
R O
U N
D
IN
G C
O N
N
EC
TIO
N
S
SH
ALL BE EXO
TH
ER
M
IC
TYPE
("C
AD
W
ELD
S") TO
FEN
C
E PO
STS,
AN
TEN
N
A M
ASTS, AN
D G
R O
U N
D R
IN
G
. R
EM
AIN
IN
G G
R O
U N
D
IN
G C
O N
N
EC
TIO
N
S SH
ALL BE
C O
M
PR
ESSIO
N
FITTIN
G
S.
C
O N
N
EC
TIO
N
S TO
G
R O
U N
D
BAR
S
SH
ALL BE M
AD
E W
ITH
TW
O
H O
LE
LU
G S. W
ELD
S SH
ALL BE PR
O
TEC
TED
FR
O
M C
O R
R O
SIO
N
W
ITH
ZR
C
C O
LD
G
ALVAN
IZIN
G C
O M
PO
U
N D
AS
M
AN
U
FAC
TU
R
ED
BY ZR
C
C H
EM
IC
AL
PR
O D
U C
TS C
O
2.7.3.6.
C
H
EM
IC
AL G
R O
U N
D R
O D
S: LEN
G
TH
AN
D
TYPE AS IN
D
IC
ATED
2.7.3.7.
R
O U
TIN
G
: R O
U
TE G
R O
U N
D
IN
G C
O N
D U
C
TO
R
S ALO
N G
TH
E
SH
O
R
TEST AN
D
STR
AIG
H
TEST PATH
PO
SSIBLE. BEN
D
G R
O U
N D
IN
G
LEAD
S
W
ITH
A M
IN
IM
U
M 12" R
AD
IU
S.
3.
TESTIN
G
3.1.
G
R O
U N
D
SYSTEM
3.1.1.
TEST AN
D
VER
IFY TH
AT TH
E G R
O U
N D
SYSTEM
R
ESISTAN
C
E D O
ES N
O
T EXC
EED
25 O H
M
S TO
G R
O U
N D
U
SIN
G
AN
EAR
TH
G
R O
U N
D R
ESISTAN
C
E TESTER
. PER
FO
R
M
EITH
ER
TH
E FALL-O
F-PO
TEN
TIAL G
R O
U N
D
TEST O
R
TH
E C
LAM
P-O N
G R
O U
N D
TEST.
TH
E U
TILITY N
EU
TR
AL/G
R
O U
N D
M U
ST BE
D
ISC
O
N N
EC
TED
W H
EN
PER
FO
R
M
IN
G
TH
E
FALL-O
F-PO
TEN
TIAL TEST.
3.1.2.
G
R O
U N
D
SYSTEM
TESTIN
G
SH
ALL BE
PER
FO
R M
ED
PR
IO
R
TO
C
O N
N
EC
TIN
G
ELEC
TR
IC
AL SYSTEM
G R
O U
N D
TO
G
R O
U N
D R
IN
G
3.1.3.
TEST AN
D
VER
IFY TH
AT EAC
H
BO
N D
R
ESISTAN
C E D
O
ES N
O
T EXC
EED
O
N E
O H
M
3.2.
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
3.2.1.
PR
O
VID
E A U
L LIG
H
TN
IN
G
PR
O
TEC
TIO
N
IN
SPEC
TIO
N
C
ER
TIFIC
ATE C
ER
TIFIED
TO
N
FPA 780.
3.3.
W
H
EN
D
EFIC
IEN
C
IES AR
E FO
U N
D
, TH
E D
EFIC
IEN
C
Y SH
ALL BE C
O
R R
EC
TED
AN
D
TH
E TEST R
E-R U
N
. TH
IS PR
O
C
ED
U R
E SH
ALL
BE R
EPEATED
U N
TIL TH
E D
EFIC
IEN
C
Y IS
C
LEAR
ED
. TESTS SH
ALL BE PER
FO
R M
ED
BY
Q U
ALIFIED
AN
D
EXPER
IEN
C
ED
PER
SO
N
S.
3.4.
C
O M
PLETE TEST AN
D
IN
SPEC
TIO
N
R
EC
O R
D S
SH
ALL BE M
AD
E BY TH
E C O
N
TR
AC
TO
R
AN
D
IN
C O
R
PO
R
ATED
IN
TO
A R
EPO
R T, W
H
IC
H
SH
ALL BE G
IVEN
TO
G
O
VER
N M
EN
T. ALL
R
EAD
IN
G
S TAKEN
SH
ALL BE R
EC
O R
D
ED
3.5.
ALL TESTS SH
ALL BE W
ITN
ESSED
BY TH
E G
O
VER
N M
EN
T O
R A D
ESIG
N
ATED
R
EPR
ESEN
TATIVE U
N
LESS IN
STR
U C
TED
O
TH
ER
W
ISE.
D. RAFUSE
R. STEVENS
L. BURNS
D. GARDNER
ELECTRICAL GENERAL NOTES
E-002
DESCRIPTION
A
MARK DATE
SH
EET ID
B C D E F G
NAVAL SURFACE WARFARE CENTER CORONA DESIGNED BY:
SIZE:
SUBMITTED BY:
CHECKED BY:
DRAWN BY:
ISSUE DATE:
CAGE:
DISTRIBUTION C: LIMITED TO THE DEPARTMENT OF DEFENSE AGENCIES
AND THEIR CONTRACTORS. OTHER REQUESTS FOR THIS DOCUMENT
SHALL BE REFERRED TO DEVELOPMENT ENGINEERING DIVISION (RS30)
AT NAVAL SURFACE WARFARE CENTER, CORONA.
PER DoDI 5200.48 FOR CONTROLLED UNCLASSIFIED INFORMATION (CUI).
W A
R
FA
R E C
EN
TER
S C
O R
O N
A
U N
C
LASSIFIED
- C U
I
U N
C
LASSIFIED
- C U
I
DEVELOPMENT ENGINEERING (RS30)
P.O. BOX 5000
CORONA, CA 92878-5000 ANSI D 6DD29
TEMPLATE VERSION 6.0 - 01 JULY 2021
21 JAN 2022
MARINE CORPS BASE QUANTICO, VA
RANGE 9 OBSERVATION TOWER
100% D
ESIG
N
PLAN
SET - N
O
T FO
R C
O N
STR
U
C
TIO
N Plotted: 18-Jan-2022 15:34
Q U
AN
TIC
O -R
9-E_002.D W
EN
ER
AL SH
EET N
O
TES
DESCRIPTION
A
MARK DATE
SH
EET ID
B C D E F G
NAVAL SURFACE WARFARE CENTER CORONA DESIGNED BY:
SIZE:
SUBMITTED BY:
CHECKED BY:
DRAWN BY:
ISSUE DATE:
CAGE:
DISTRIBUTION C: LIMITED TO THE DEPARTMENT OF DEFENSE AGENCIES
AND THEIR CONTRACTORS. OTHER REQUESTS FOR THIS DOCUMENT
SHALL BE REFERRED TO DEVELOPMENT ENGINEERING DIVISION (RS30)
AT NAVAL SURFACE WARFARE CENTER, CORONA.
PER DoDI 5200.48 FOR CONTROLLED UNCLASSIFIED INFORMATION (CUI).
W A
R
FA
R E C
EN
TER
S C
O R
O N
A
U N
C
LASSIFIED
- C U
I
U N
C
LASSIFIED
- C U
I
DEVELOPMENT ENGINEERING (RS30)
P.O. BOX 5000
CORONA, CA 92878-5000 ANSI D 6DD29
TEMPLATE VERSION 6.0 - 01 JULY 2021
21 JAN 2022
MARINE CORPS BASE QUANTICO, VA
RANGE 9 OBSERVATION TOWER
100% D
ESIG
N
PLAN
SET - N
O
T FO
R C
O N
STR
U
C
TIO
N Plotted: 18-Jan-2022 15:34
Q U
AN
TIC
O -R
9-E-101.D W
G
D. RAFUSE
R. STEVENS
L. BURNS
D. GARDNER
ELECTRICAL SITE PLAN
E-101
LEG
EN
D
1.
ALL EXISTIN
G
AC
TIVE U
TILITIES (SEW
ER
, W
ATER
, G
AS,
ELEC
TR
IC
, AN
D
O
TH
ER
S) W
H
ER
E EN
C
O U
N
TER
ED
IN
TH
E
W O
R
K, SH
ALL BE PR
O
TEC
TED
AT ALL TIM
ES.
2.
TH
E LO
C
ATIO
N
O F U
N D
ER
G
R O
U N
D W
IR
E PATH
W
AY AR
E
APPR
O
XIM
ATE, FIELD
VER
IFY EXAC
T LO
C
ATIO
N
PR
IO
R
TO
C
O N
STR
U
C
TIO
N
3.
TH
ESE D
R
AW
IN
G S D
O N
O
T IM
PLY TO
SH
O W
ALL EXISTIN
G
U
TILITIES. LO
C
ATIO
N
S AN
D
SIZE O
F EXISTIN
G
U
TILITIES
AR
E FR
O M
AVAILABLE R
EC
O R
D S O
N
LY.
4.
C
O N
TR
AC
TO
R
SH
ALL FIELD
VER
IFY EXAC
T LO
C
ATIO
N
S O F
EXISTIN
G
U
TILITIES AN
D
SER
VIC
ES PR
IO
R
TO
C
O M
M
EN
C
IN
G C
O N
STR
U
C
TIO
N
5.
TH
E C O
N
TR
AC
TO
R
SH
ALL BE R
ESPO
N
SIBLE FO
R
VER
IFIC
ATIO
N O
F ALL D
IM
EN
SIO
N S, M
ATER
IALS, AN
D Q
U
AN
TITIES AS PAR
T O
F TH
E APPR
O
VED
D R
AW
IN
G S.
6.
PR
O
TEC
T-IN
-PLAC
E ALL EXISTIN
G
ITEM
S N
O
T IN
C
LU
D
ED
IN
SC
O
PE O
F W O
R K.
R
AN
G E 9
PR
O
PO
SED
SN
IPER
TO
W
ER
PR
O
PO
SED
SN
IPER
TO
W
ER
C
O N
C R
ETE
PAD
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
G R
O U
N D
R
IN
G
SEE
SH
EET E-102
N
A1
ELEC
TR
IC
AL SITE PLAN
SC
ALE: 1" = 10' - 0"
10' 20'
D. RAFUSE
R. STEVENS
L. BURNS
D. GARDNER
LIGHTNING PROTECTION FLOOR PLANS
E-102
SH
EET KEYN
O
TES
G
EN
ER
AL SH
EET N
O
TES
A1 E-201
A1 E-202
R
EFER
TO
SH
EET E-103 FO
R N
O
TES O
N
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
TH
E C O
N
TR
AC
TO
R
SH
ALL TEST TH
E G
R O
U N
D
IN
G
ELEC
TR
O
D
E SYSTEM
AFTER
IN
STALLATIO
N
AN
D
PR
IO
R
TO
C O
VER
IN
G
TH
E TR
EN
C H
AN
D
AD
D
AD
D
ITIO
N
AL G
R
O U
N D
R O
D
S AS N
EC
ESSAR
Y TO
O
BTAIN
A R
ESISTAN
C
E O F 25 Ω
O R
LESS.
A1 E-204
A1 E-203
C
O
PPER
D O
W N
C O
N D
U C
TO
R
, SM
O
O
TH
W
EAVE, C
LASS I
(ER
IC
O
PAR
T N
O
. LPC
120 O R
APPR
O
VED
EQ
U
AL). BO
N D
TO
C
O N
TAIN
ER
FR
AM
E AN
D
G R
O U
N D
IN
G
ELEC
TR
O D
E
SYSTEM
#2 AW
G
BAR
E STR
AN
D
ED
C O
PPER
C
O N
D U
C
TO
R
. BO
N D
G R
O U
N D
IN
G
ELEC
TR
O D
E SYSTEM
TO
C O
N C
R
ETE
FO
U
N D
ATIO
N
R
EIN
FO
R
C
IN
G
BAR
S AN
D
TO
W
ER
'S STEEL
STR
U
C
TU
R
E. SEE A1/E-501.
G
R O
U N
D R
O D
FO
R
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
, TYP.
C
O
PPER
C O
N D
U C
TO
R
, SM
O
O
TH
W
EAVE, C
LASS I (ER
IC
O
PAR
T N O
. LPC
120 O
R
APPR
O
VED
EQ
U
AL). BU
R
Y A M
IN
IM
U
M D
EPTH
O
F 30 IN
C
H
ES. SEE E7/E-501.
IN
TER
C
EPT C
O
PPER
C
O N
D U
C
TO
R W
ITH
EXO
TH
ER
M
IC
W
ELD
TYPE C
O
N N
EC
TIO
N O
R
APPR
O
VED
EQ
U
IVALEN
T.
SEE D
4/E-501
ELEC
TR
IC
AL G
R
O U
N D
W
ELL W
ITH
G
R O
U N
D R
O D
. SEE
E1/E-501 FO
R D
ETAIL
SO
IL R
ESISTIVITY TEST D
ATA:
TEST D
ATE: 05-JAN
-2020
SO
IL C
O
N D
ITIO
N
: M O
IST
TEM
PER
ATU
R E: 40°F
M
ETH
O D
: W
EN
N
ER
EFFEC
TIVE SO
IL R
ESISTIVITY: 830.73 Ω
m
G R
O U
N D
R
ESISTAN
C E C
ALC
U
LATIO
N
D
ATA:
SO
IL R
ESISTIVITY: 830.73 Ω
m
R O
D D
IAM
ETER
: 0.75 IN
R
O D
LEN
G
TH
: 10 FT
Q
TY O
F R O
D S: 12
SPAC
IN
G
: 20 FT
W
IR
E D
EPTH
: 30 IN
W
IR
E G
AU
G
E: 2 AW
G
W
IR
E LEN
G
TH
: 240 FT
TO
TAL R
ESISTAN
C
E: 22.3 Ω
N
DESCRIPTION
A
MARK DATE
SH
EET ID
B C D E F G
NAVAL SURFACE WARFARE CENTER CORONA DESIGNED BY:
SIZE:
SUBMITTED BY:
CHECKED BY:
DRAWN BY:
ISSUE DATE:
CAGE:
DISTRIBUTION C: LIMITED TO THE DEPARTMENT OF DEFENSE AGENCIES
AND THEIR CONTRACTORS. OTHER REQUESTS FOR THIS DOCUMENT
SHALL BE REFERRED TO DEVELOPMENT ENGINEERING DIVISION (RS30)
AT NAVAL SURFACE WARFARE CENTER, CORONA.
PER DoDI 5200.48 FOR CONTROLLED UNCLASSIFIED INFORMATION (CUI).
W A
R
FA
R E C
EN
TER
S C
O R
O N
A
U N
C
LASSIFIED
- C U
I
U N
C
LASSIFIED
- C U
I
DEVELOPMENT ENGINEERING (RS30)
P.O. BOX 5000
CORONA, CA 92878-5000 ANSI D 6DD29
TEMPLATE VERSION 6.0 - 01 JULY 2021
21 JAN 2022
MARINE CORPS BASE QUANTICO, VA
RANGE 9 OBSERVATION TOWER
100% D
ESIG
N
PLAN
SET - N
O
T FO
R C
O N
STR
U
C
TIO
N Plotted: 18-Jan-2022 15:34
Q U
AN
TIC
O -R
9-E-102.D W
G
20'-0"
20'-0" 20'-0"
20'-0"
20'-0" 20'-0"
A1
LEVEL 1 - LIG
H
TN
IN
G
PR
O
TEC
TIO
N
FLO
O R
PLAN
SC
ALE: 3/16" = 1' - 0"
8'
4'
16'
DESCRIPTION
A
MARK DATE
SH
EET ID
B C D E F G
NAVAL SURFACE WARFARE CENTER CORONA DESIGNED BY:
SIZE:
SUBMITTED BY:
CHECKED BY:
DRAWN BY:
ISSUE DATE:
CAGE:
DISTRIBUTION C: LIMITED TO THE DEPARTMENT OF DEFENSE AGENCIES
AND THEIR CONTRACTORS. OTHER REQUESTS FOR THIS DOCUMENT
SHALL BE REFERRED TO DEVELOPMENT ENGINEERING DIVISION (RS30)
AT NAVAL SURFACE WARFARE CENTER, CORONA.
PER DoDI 5200.48 FOR CONTROLLED UNCLASSIFIED INFORMATION (CUI).
W A
R
FA
R E C
EN
TER
S C
O R
O N
A
U N
C
LASSIFIED
- C U
I
U N
C
LASSIFIED
- C U
I
DEVELOPMENT ENGINEERING (RS30)
P.O. BOX 5000
CORONA, CA 92878-5000 ANSI D 6DD29
TEMPLATE VERSION 6.0 - 01 JULY 2021
21 JAN 2022
MARINE CORPS BASE QUANTICO, VA
RANGE 9 OBSERVATION TOWER
100% D
ESIG
N
PLAN
SET - N
O
T FO
R C
O N
STR
U
C
TIO
N Plotted: 18-Jan-2022 15:34
Q U
AN
TIC
O -R
9-E-103.D W
G
D. RAFUSE
R. STEVENS
L. BURNS
D. GARDNER
LIGHTNING PROTECTION FLOOR PLANS
E-103
SH
EET KEYN
O
TES
C
O
PPER
D O
W N
C O
N D
U C
TO
R
, SM
O
O
TH
W
EAVE, C
LASS I
(ER
IC
O
PAR
T N
O
. LPC
120 O R
APPR
O
VED
EQ
U
AL). BO
N D
TO
C
O N
TAIN
ER
FR
AM
E.
G
EN
ER
AL SH
EET N
O
TES
1.
TH
E C O
M
PLETED
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
IN
STALLATIO
N
SH
ALL M
EET TH
E R
EQ
U
IR
EM
EN
TS O
F TH
E N
ATIO
N
AL FIR
E
PR
O
TEC
TIO
N
C O
D E, N
FPA 780, STAN
D
AR
D
FO
R
TH
E
IN
STALLATIO
N O
F LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
S, 2020
ED
ITIO
N
AN
D
TH
E U N
D
ER
W R
ITER
S LABO
R
ATO
R
IES U
L 96A, STAN
D
AR
D
FO
R
SAFETY, IN
STALLATIO
N
R
EQ
U
IR
EM
EN
TS
FO
R
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
S, 13TH
ED
ITIO
N
2018.
2.
ALL LIG
H
TN
IN
G
PR
O
TEC
TIO
N M
ATER
IALS AN
D C
O M
PO
N
EN
TS SH
ALL M
EET TH
E R
EQ
U
IR
EM
EN
TS O
F TH
E U
L 96, STAN
D
AR
D
FO
R
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
C O
M
PO
N
EN
TS, 6TH
ED
ITIO
N
, 2020.
3.
C
O N
N
EC
TIO
N
TO
G
R O
U N
D R
O D
O R
G R
O U
N D
LO
O
P C
O N
D U
C
TO
R
SH
ALL BE M
AD
E AT A PO
IN
T N O
T LESS TH
AN
18" BELO
W
G R
AD
E, G
R O
U N
D R
O D
S SH
ALL N
O
T BE LESS
TH
AN
10' LO
N
G
AN
D
EXTEN
D
AT LEAST 10' IN
TO
TH
E
EAR
TH
4.
AIR
TER
M
IN
ALS SH
ALL BE PLAC
ED
AT ALL U
N
PR
O
TEC
TED
O U
TSID
E C
O R
N
ER
S AN
D
LO
C
ATED
IN
TER
M
ED
IATELY O
N 20'
-0" M
AXIM
U M
SPAC
IN
G
AR
O U
N D
TH
E R
O O
F PER
IM
ETER
O
R R
ID
G
E AN
D
W
ITH
IN
2'-0" O
F O U
TSID
E ED
G E.
5.
ALL R
EIN
FO
R C
IN
G
, STR
U
C
TU
R
AL, FR
AM
IN
G
, AN
D M
ISC
ELLAN
EO
U
S STEEL SH
ALL BE M
AD
E ELEC
TR
IC
ALLY
C
O N
TIN
U
O U
S TH
R
O U
G H
O U
T C O
N
STR
U C
TIO
N
BY W
ELD
IN
G
C
LIPPIN
G
, BO
LTIN
G , O
R O
TH
ER
APPR
O
VED
M
ETH
O
D S.
6.
TH
E LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
SH
ALL BE
IN
STALLED
IN
A N
EAT AN
D
IN
C O
N
SPIC
U O
U S M
AN
N
ER
SO
TH
AT ALL C
O M
PO
N
EN
TS W
ILL BLEN
D
W
ITH
TH
E
APPEAR
AN
C E O
F TH
E STR
U C
TU
R
E.
7.
N
O
BEN
D O
F A C O
N D
U C
TO
R
SH
ALL FO
R M
A FIN
AL
IN
C
LU
D
ED
AN
G
LE O
F LESS TH
AN
90 D
EG
R
EES N
O R
SH
ALL
H
AVE A R
AD
IU
S O
F BEN
D O
F LESS TH
AN
8".
8.
C
O N
D U
C
TO
R
S SH
ALL IN
TER
C O
N N
EC
T ALL AIR
TER
M
IN
ALS
AN
D
SH
ALL FO
R M
A TW
O
-W
AY PATH
FR
O
M
EAC
H
AIR
TER
M
IN
AL H
O R
IZO
N
TALLY O
R
D O
W N
W
AR
D
TO
C O
N N
EC
TIO
N S W
ITH
G
R O
U N
D
TER
M
IN
ALS, W
ITH
TH
E
EXC
EPTIO
N O
F VER
TIC
AL R
O
O F M
EM
BER
S, U
PPER
R O
O F
TO
LO
W
ER
R O
O
F TR
AN
SITIO
N S, O
R
LO
W
ER
R O
O F D
EAD
EN
D S.
9.
ALL LIG
H
TN
IN
G
PR
O
TEC
TIO
N C
O N
D U
C
TO
R
S SH
ALL BE
FASTEN
ED
IN
AC
C
O R
D
AN
C E W
ITH
M
AN
U
FAC
TU
R
ER
'S
IN
STR
U
C
TIO
N S N
O T M
O R
E TH
AN
3' -0" M
AXIM
U M
SPAC
IN
G
10.
A C
O
PPER
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
O
R
AN
Y C
O
PPER
C O
M
PO
N
EN
TS SH
ALL N
O
T BE M
O U
N
TED
O N
AN
ALU
M
IN
U M
SU
R
FAC
E. TO
AVO
ID
G
ALVAN
IC
C
O R
R O
SIO
N
U
SE ALU
M
IN
U
M C
O M
PO
N
EN
TS O
N
ALU
M
IN
U M
SU
R
FAC
ES.
11.
AN
Y G R
O U
N D
ED
M
ETALLIC
BO
D Y W
ITH
IN
TH
E D
ISTAN
C
E
SPEC
IFIED
BY N
FPA 780, PAR
AG
R
APH
4.16 SH
ALL BE
BO
N
D
ED
TO
TH
E LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
12.
ALL M
ETALLIC
U
N D
ER
G
R O
U N
D
PIPIN
G
EN
TER
IN
G
TH
E
STR
U C
TU
R
E SH
ALL BE BO
N D
ED
TO
TH
E LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
AT ITS N
EAR
EST PO
IN
T.
13.
AIR
TER
M
IN
ALS M
U
ST BE LO
C
ATED
O N
ALL R
O
O
F TO
P
EQ
U
IPM
EN
T AS SPEC
IFIED
IN
TH
E N
FPA O
R
U L C
O D
E. AN
Y
O
BJEC
T W
ITH
A M
ETAL TH
IC
KN
ESS O
F 3/16" O
R G
R
EATER
N
EED
N O
T H
AVE AN
AIR
TER
M
IN
AL IF TH
E O
BJEC
T IS
PR
O
PER
LY BO
N D
ED
TO
TH
E LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
14.
ALL D
ESIG
N
S SH
O
W N
AR
E SC
H
EM
ATIC
AN
D
IN
TEN
D
ED
TO
SH
O
W
TH
E BASIC
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
. TH
E
C O
N
TR
AC
TO
R M
U
ST VER
IFY TH
E D
IM
EN
SIO
N
S AN
D
SITE
C
O N
D
ITIO
N
S AN
D
IN
STALL A LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
TH
AT C
O
M
PLIES W
ITH
TH
E N
FPA 780 AN
D U
L 96A C
O D
E R
EQ
U
IR
EM
EN
TS.
4'
8' 2'
A1
LEVEL 2 - LIG
H
TN
IN
G
PR
O
TEC
TIO
N
PLAN
SC
ALE: 3/8" = 1' - 0"
4'
8' 2'
D
LEVEL 3 - LIG
H
TN
IN
G
PR
O
TEC
TIO
N
PLAN
SC
ALE: 3/8" = 1' - 0"
NN
A1 E-203
A1 E-203
A1 E-201
A1 E-202
A1 E-201
A1 E-202
A1 E-204
A1 E-204
A
MARK DATE
SH
EET ID
B C D E F G
NAVAL SURFACE WARFARE CENTER CORONA DESIGNED BY:
SIZE:
SUBMITTED BY:
CHECKED BY:
DRAWN BY:
ISSUE DATE:
CAGE:
DISTRIBUTION C: LIMITED TO THE DEPARTMENT OF DEFENSE AGENCIES
AND THEIR CONTRACTORS. OTHER REQUESTS FOR THIS DOCUMENT
SHALL BE REFERRED TO DEVELOPMENT ENGINEERING DIVISION (RS30)
AT NAVAL SURFACE WARFARE CENTER, CORONA.
PER DoDI 5200.48 FOR CONTROLLED UNCLASSIFIED INFORMATION (CUI).
W A
R
FA
R E C
EN
TER
S C
O R
O N
A
U N
C
LASSIFIED
- C U
I
U N
C
LASSIFIED
- C U
I
DEVELOPMENT ENGINEERING (RS30)
P.O. BOX 5000
CORONA, CA 92878-5000 ANSI D 6DD29
TEMPLATE VERSION 6.0 - 01 JULY 2021
21 JAN 2022
MARINE CORPS BASE QUANTICO, VA
RANGE 9 OBSERVATION TOWER
100% D
ESIG
N
PLAN
SET - N
O
T FO
R C
O N
STR
U
C
TIO
N Plotted: 18-Jan-2022 15:34
Q U
AN
TIC
O -R
9-E-104.D W
G
D. RAFUSE
R. STEVENS
L. BURNS
D. GARDNER
LIGHTNING PROTECTION ROOF PLANS
E-104
SH
EET KEYN
O
TES
C
O
PPER
D O
W N
C O
N D
U C
TO
R
, SM
O
O
TH
W
EAVE, C
LASS I
(ER
IC
O
PAR
T N
O
. LPC
120 O R
APPR
O
VED
EQ
U
AL). BO
N D
TO
C
O N
TAIN
ER
FR
AM
E.
2.
5/8" D
IA. X 24" LO
N
G C
O
PPER
LIG
H
TN
IN
G
AIR
TER
M
IN
AL,
C
LASS I O
N
STAIN
LESS STEEL M
AST (ER
IC
O
PAR
T N
O S.
LPC
265, IN
TC
PTAD
M
58, ER
23000SS, ALO
F1G
S O R
APPR
O
VED
EQ
U
AL), TYP. TO
P O
F AIR
TER
M
IN
AL SH
ALL BE
12" M
IN
. ABO
VE ALL O
TH
ER
O
BJEC
TS. (TYP)
3.
C
O
PPER
M
AIN
C O
N D
U C
TO
R
, SM
O
O
TH
W
EAVE, C
LASS I
(ER
IC
O
PAR
T N
O
. LPC
120 O R
APPR
O
VED
EQ
U
AL), TYP.
BO
N
D
TO
EAC
H
C O
N
TAIN
ER
FR
AM
E.
G
EN
ER
AL SH
EET N
O
TES
1.
TH
E C
O M
PLETED
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
IN
STALLATIO
N
SH
ALL M
EET TH
E R
EQ
U
IR
EM
EN
TS O
F TH
E N
ATIO
N
AL FIR
E
PR
O
TEC
TIO
N C
O D
E, N
FPA 780, STAN
D
AR
D
FO
R
TH
E
IN
STALLATIO
N
O
F LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
S, 2020
ED
ITIO
N
AN
D
TH
E U
N D
ER
W
R
ITER
S LABO
R
ATO
R
IES U
L 96A, STAN
D
AR
D
FO
R
SAFETY, IN
STALLATIO
N R
EQ
U
IR
EM
EN
TS
FO
R
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
S, 13TH
ED
ITIO
N
2018.
2.
ALL LIG
H
TN
IN
G
PR
O
TEC
TIO
N M
ATER
IALS AN
D C
O M
PO
N
EN
TS SH
ALL M
EET TH
E R
EQ
U
IR
EM
EN
TS O
F TH
E U
L 96, STAN
D
AR
D
FO
R
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
C O
M
PO
N
EN
TS, 6TH
ED
ITIO
N
, 2020.
3.
C
O N
N
EC
TIO
N
TO
G
R O
U N
D R
O D
O R
G R
O U
N D
LO
O
P C
O N
D U
C
TO
R
SH
ALL BE M
AD
E AT A PO
IN
T N O
T LESS TH
AN
18" BELO
W
G R
AD
E, G
R O
U N
D R
O D
S SH
ALL N
O
T BE LESS
TH
AN
10' LO
N
G
AN
D
EXTEN
D
AT LEAST 10' IN
TO
TH
E
EAR
TH
4.
AIR
TER
M
IN
ALS SH
ALL BE PLAC
ED
AT ALL U
N
PR
O
TEC
TED
O U
TSID
E C
O R
N
ER
S AN
D
LO
C
ATED
IN
TER
M
ED
IATELY O
N 20'
-0" M
AXIM
U M
SPAC
IN
G
AR
O U
N D
TH
E R
O O
F PER
IM
ETER
O
R R
ID
G
E AN
D
W
ITH
IN
2'-0" O
F O U
TSID
E ED
G E.
5.
ALL R
EIN
FO
R C
IN
G
, STR
U
C
TU
R
AL, FR
AM
IN
G
, AN
D M
ISC
ELLAN
EO
U
S STEEL SH
ALL BE M
AD
E ELEC
TR
IC
ALLY
C
O N
TIN
U
O U
S TH
R
O U
G H
O U
T C O
N
STR
U C
TIO
N
BY W
ELD
IN
G
C
LIPPIN
G
, BO
LTIN
G , O
R O
TH
ER
APPR
O
VED
M
ETH
O
D S.
6.
TH
E LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
SH
ALL BE
IN
STALLED
IN
A N
EAT AN
D
IN
C O
N
SPIC
U O
U S M
AN
N
ER
SO
TH
AT ALL C
O M
PO
N
EN
TS W
ILL BLEN
D
W
ITH
TH
E
APPEAR
AN
C E O
F TH
E STR
U C
TU
R
E.
7.
N
O
BEN
D O
F A C O
N D
U C
TO
R
SH
ALL FO
R M
A FIN
AL
IN
C
LU
D
ED
AN
G
LE O
F LESS TH
AN
90 D
EG
R
EES N
O R
SH
ALL
H
AVE A R
AD
IU
S O
F BEN
D O
F LESS TH
AN
8".
8.
C
O N
D U
C
TO
R
S SH
ALL IN
TER
C O
N N
EC
T ALL AIR
TER
M
IN
ALS
AN
D
SH
ALL FO
R M
A TW
O
-W
AY PATH
FR
O
M
EAC
H
AIR
TER
M
IN
AL H
O R
IZO
N
TALLY O
R
D O
W N
W
AR
D
TO
C O
N N
EC
TIO
N S W
ITH
G
R O
U N
D
TER
M
IN
ALS, W
ITH
TH
E
EXC
EPTIO
N O
F VER
TIC
AL R
O
O F M
EM
BER
S, U
PPER
R O
O F
TO
LO
W
ER
R O
O
F TR
AN
SITIO
N S, O
R
LO
W
ER
R O
O F D
EAD
EN
D S.
9.
ALL LIG
H
TN
IN
G
PR
O
TEC
TIO
N C
O N
D U
C
TO
R
S SH
ALL BE
FASTEN
ED
IN
AC
C
O R
D
AN
C E W
ITH
M
AN
U
FAC
TU
R
ER
'S
IN
STR
U
C
TIO
N S N
O T M
O R
E TH
AN
3' -0" M
AXIM
U M
SPAC
IN
G
10.
A C
O
PPER
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
O
R
AN
Y C
O
PPER
C O
M
PO
N
EN
TS SH
ALL N
O
T BE M
O U
N
TED
O N
AN
ALU
M
IN
U M
SU
R
FAC
E. TO
AVO
ID
G
ALVAN
IC
C
O R
R O
SIO
N
U
SE ALU
M
IN
U
M C
O M
PO
N
EN
TS O
N
ALU
M
IN
U M
SU
R
FAC
ES.
11.
AN
Y G R
O U
N D
ED
M
ETALLIC
BO
D Y W
ITH
IN
TH
E D
ISTAN
C
E
SPEC
IFIED
BY N
FPA 780, PAR
AG
R
APH
4.16 SH
ALL BE
BO
N
D
ED
TO
TH
E LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
12.
ALL M
ETALLIC
U
N D
ER
G
R O
U N
D
PIPIN
G
EN
TER
IN
G
TH
E
STR
U C
TU
R
E SH
ALL BE BO
N D
ED
TO
TH
E LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
AT ITS N
EAR
EST PO
IN
T.
13.
AIR
TER
M
IN
ALS M
U
ST BE LO
C
ATED
O N
ALL R
O
O
F TO
P
EQ
U
IPM
EN
T AS SPEC
IFIED
IN
TH
E N
FPA O
R
U L C
O D
E. AN
Y
O
BJEC
T W
ITH
A M
ETAL TH
IC
KN
ESS O
F 3/16" O
R G
R
EATER
N
EED
N O
T H
AVE AN
AIR
TER
M
IN
AL IF TH
E O
BJEC
T IS
PR
O
PER
LY BO
N D
ED
TO
TH
E LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
14.
ALL D
ESIG
N
S SH
O
W N
AR
E SC
H
EM
ATIC
AN
D
IN
TEN
D
ED
TO
SH
O
W
TH
E BASIC
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
. TH
E
C O
N
TR
AC
TO
R M
U
ST VER
IFY TH
E D
IM
EN
SIO
N
S AN
D
SITE
C
O N
D
ITIO
N
S AN
D
IN
STALL A LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
TH
AT C
O
M
PLIES W
ITH
TH
E N
FPA 780 AN
D U
L 96A C
O D
E R
EQ
U
IR
EM
EN
TS.
A1
LIG
H
TN
IN
G
PR
O
TEC
TIO
N R
O O
F PLAN
SC
ALE: 3/8" = 1' - 0"
4' 8'
2'
N
A1 E-203
A1 E-201
A1 E-202
A1 E-204
A
MARK DATE
SH
EET ID
B C D E F G
NAVAL SURFACE WARFARE CENTER CORONA DESIGNED BY:
SIZE:
SUBMITTED BY:
CHECKED BY:
DRAWN BY:
ISSUE DATE:
CAGE:
DISTRIBUTION C: LIMITED TO THE DEPARTMENT OF DEFENSE AGENCIES
AND THEIR CONTRACTORS. OTHER REQUESTS FOR THIS DOCUMENT
SHALL BE REFERRED TO DEVELOPMENT ENGINEERING DIVISION (RS30)
AT NAVAL SURFACE WARFARE CENTER, CORONA.
PER DoDI 5200.48 FOR CONTROLLED UNCLASSIFIED INFORMATION (CUI).
W A
R
FA
R E C
EN
TER
S C
O R
O N
A
U N
C
LASSIFIED
- C U
I
U N
C
LASSIFIED
- C U
I
DEVELOPMENT ENGINEERING (RS30)
P.O. BOX 5000
CORONA, CA 92878-5000 ANSI D 6DD29
TEMPLATE VERSION 6.0 - 01 JULY 2021
21 JAN 2022
MARINE CORPS BASE QUANTICO, VA
RANGE 9 OBSERVATION TOWER
100% D
ESIG
N
PLAN
SET - N
O
T FO
R C
O N
STR
U
C
TIO
N Plotted: 18-Jan-2022 15:35
Q U
AN
TIC
O -R
9-E-201.D W
G
D. RAFUSE
R. STEVENS
L. BURNS
D. GARDNER
NORTH ELECTRICAL ELEVATION
E-201
PO
SITIO
N
AIR
TER
M
IN
AL SO
TH
E TO
P IS 12" M
IN
. ABO
VE ALL
O
TH
ER
O
BJEC
TS, TYP.
LPS G
R
O U
N D
R
IN
G
10' LPS G
R O
U N
D R
O D
, TYP.
LPS D
O
W N
C O
N D
U C
TO
R
LPS M
AIN
C O
N D
U C
TO
R
20'-0"
4'
8' 2'
SEE A6 E-502
SEE A6
E-502
SEE A1 E-502
0'-0"
-2'-6"
26'-1"
-12'-6"
29'-7"
A1 N
O R
TH
EXTER
IO
R
ELEVATIO
N
SC
ALE: 1/4" = 1' - 0"
34'-10"
36'-2"
G
EN
ER
AL SH
EET N
O
TES
1.
R
EFER
TO
SH
EET E-103 FO
R
N O
TES O
N
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
(LPS)
2.
ALL C
O N
N
EC
TIO
N
S M
AD
E BETW
EEN
C O
PPER
AN
D
ALU
M
IN
U M
C O
N D
U C
TO
R
S SH
ALL U
TILIZE A LISTED
BI-M
ETALLIC
C
O N
N
EC
TO
R
ER
IC
O
PAR
T LPA598 O
R
APPR
O
VED
EQ
U
IVALEN
T
SH
EET KEYN
O
TES
SEE D
ETAIL A7 / E-501 FO
R
D O
W N
C O
N D
U C
TO
R
C O
N D
U
IT
IN
STALLATIO
N
TH
R O
U G
H C
O N
C R
ETE PAD
A
MARK DATE
SH
EET ID
B C D E F G
NAVAL SURFACE WARFARE CENTER CORONA DESIGNED BY:
SIZE:
SUBMITTED BY:
CHECKED BY:
DRAWN BY:
ISSUE DATE:
CAGE:
DISTRIBUTION C: LIMITED TO THE DEPARTMENT OF DEFENSE AGENCIES
AND THEIR CONTRACTORS. OTHER REQUESTS FOR THIS DOCUMENT
SHALL BE REFERRED TO DEVELOPMENT ENGINEERING DIVISION (RS30)
AT NAVAL SURFACE WARFARE CENTER, CORONA.
PER DoDI 5200.48 FOR CONTROLLED UNCLASSIFIED INFORMATION (CUI).
W A
R
FA
R E C
EN
TER
S C
O R
O N
A
U N
C
LASSIFIED
- C U
I
U N
C
LASSIFIED
- C U
I
DEVELOPMENT ENGINEERING (RS30)
P.O. BOX 5000
CORONA, CA 92878-5000 ANSI D 6DD29
TEMPLATE VERSION 6.0 - 01 JULY 2021
21 JAN 2022
MARINE CORPS BASE QUANTICO, VA
RANGE 9 OBSERVATION TOWER
100% D
ESIG
N
PLAN
SET - N
O
T FO
R C
O N
STR
U
C
TIO
N Plotted: 18-Jan-2022 15:35
Q U
AN
TIC
O -R
9-E-202.D W
G
D. RAFUSE
R. STEVENS
L. BURNS
D. GARDNER
SOUTH ELECTRICAL ELEVATION
E-202
PO
SITIO
N
AIR
TER
M
IN
AL SO
TH
E TO
P IS 12" M
IN
. ABO
VE ALL
O
TH
ER
O
BJEC
TS, TYP.
LPS G
R
O U
N D
R
IN
G
10' LPS G
R
O U
N D
R O
D
, TYP.
LPS D
O
W N
C O
N D
U C
TO
R
LPS M
AIN
C O
N D
U C
TO
R
20'-0"
A1
SO
U
TH
EXTER
IO
R
ELEVATIO
N
SC
ALE: 1/4" = 1' - 0"
4' 8'
2'
SEE A6 E-501
SEE A6
E-501
SEE A1 E-501
0'-0"
-2'-6"
26'-1"
-12'-6"
29'-7"
ATTAC
H
M
AST
TO
H
AN
D
R
AIL
SEE A1 E-502
34'-10"
36'-2"
G
EN
ER
AL SH
EET N
O
TES
1.
R
EFER
TO
SH
EET E-103 FO
R
N O
TES O
N
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
(LPS)
2.
ALL C
O N
N
EC
TIO
N
S M
AD
E BETW
EEN
C O
PPER
AN
D
ALU
M
IN
U M
C O
N D
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TO
R
S SH
ALL U
TILIZE A LISTED
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C
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N
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TO
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ER
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PAR
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R
APPR
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VED
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U
IVALEN
T
SH
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TES
1.
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ETAIL A7 / E-501 FO
R
D O
W N
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TO
R
C O
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U
IT
IN
STALLATIO
N
TH
R O
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H C
O N
C R
ETE PAD
2.
C
AST BEAM
BO
N D
IN
G
C
LAM
P SH
ALL BE U
SED
TO
BO
N
D
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H
ISO
C O
N
TAIN
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TO
TH
E LPS D
O W
N C
O N
D U
C
TO
R
BO
N
D
IN
G C
LAM
P SH
ALL BE ER
IC
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PAR
T N U
M
BER
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R
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VED
EQ
U
IVALEN
T. C
LAM
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SED
SH
ALL M
ATC
H C
O N
D U
C
TO
R M
ATER
IAL TYPE O
R U
TILIZE A LISTED
BI-M
ETALLIC
C
O N
N
EC
TO
R
C
LAM
P SH
ALL BE BO
N D
ED
TO
BAR
E M
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N
ISO
C
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TAIN
ER
STR
U
C
TU
R
AL BEAM
. BO
N
D
SH
ALL BE
ESTABLISH
ED
W
ITH
IN
12" O F D
O W
N C
O N
D U
C
TO
R
IN
TER
C
EPT.
BO
N D
SH
ALL BE C
O
ATED
W
ITH
A C O
N D
U C
TIVE,
C
O R
R O
SIO
N
-IN
H
IBITIN
G
C O
ATIN
G
2 2
A
MARK DATE
SH
EET ID
B C D E F G
NAVAL SURFACE WARFARE CENTER CORONA DESIGNED BY:
SIZE:
SUBMITTED BY:
CHECKED BY:
DRAWN BY:
ISSUE DATE:
CAGE:
DISTRIBUTION C: LIMITED TO THE DEPARTMENT OF DEFENSE AGENCIES
AND THEIR CONTRACTORS. OTHER REQUESTS FOR THIS DOCUMENT
SHALL BE REFERRED TO DEVELOPMENT ENGINEERING DIVISION (RS30)
AT NAVAL SURFACE WARFARE CENTER, CORONA.
PER DoDI 5200.48 FOR CONTROLLED UNCLASSIFIED INFORMATION (CUI).
W A
R
FA
R E C
EN
TER
S C
O R
O N
A
U N
C
LASSIFIED
- C U
I
U N
C
LASSIFIED
- C U
I
DEVELOPMENT ENGINEERING (RS30)
P.O. BOX 5000
CORONA, CA 92878-5000 ANSI D 6DD29
TEMPLATE VERSION 6.0 - 01 JULY 2021
21 JAN 2022
MARINE CORPS BASE QUANTICO, VA
RANGE 9 OBSERVATION TOWER
100% D
ESIG
N
PLAN
SET - N
O
T FO
R C
O N
STR
U
C
TIO
N Plotted: 18-Jan-2022 15:35
Q U
AN
TIC
O -R
9-E-203.D W
G
D. RAFUSE
R. STEVENS
L. BURNS
D. GARDNER
EAST ELECTRICAL ELEVATION
E-203
PO
SITIO
N
AIR
TER
M
IN
AL SO
TH
E TO
P IS 12" M
IN
. ABO
VE ALL
O
TH
ER
O
BJEC
TS, TYP.
LPS G
R
O U
N D
R
IN
G
10' LPS G
R O
U N
D R
O D
, TYP.
LPS D
O
W N
C O
N D
U C
TO
R
LPS M
AIN
C O
N D
U C
TO
R
SEE A1
E-502
SEE A1
E-501
SEE A6
E-501
0'-0"
-2'-6"
26'-1"
-12'-6"
29'-7"
4'
8' 2'
A1
EAST EXTER
IO
R
ELEVATIO
N
SC
ALE: 1/4" = 1' - 0"
34'-10"
36'-2"
G
EN
ER
AL SH
EET N
O
TES
1.
R
EFER
TO
SH
EET E-103 FO
R
N O
TES O
N
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
(LPS)
2.
ALL C
O N
N
EC
TIO
N
S M
AD
E BETW
EEN
C O
PPER
AN
D
ALU
M
IN
U M
C O
N D
U C
TO
R
S SH
ALL U
TILIZE A LISTED
BI-M
ETALLIC
C
O N
N
EC
TO
R
ER
IC
O
PAR
T LPA598 O
R
APPR
O
VED
EQ
U
IVALEN
T
SH
EET KEYN
O
TES
SEE D
ETAIL A7 / E-501 FO
R
D O
W N
C O
N D
U C
TO
R
C O
N D
U
IT
IN
STALLATIO
N
TH
R O
U G
H C
O N
C R
A
MARK DATE
SH
EET ID
B C D E F G
NAVAL SURFACE WARFARE CENTER CORONA DESIGNED BY:
SIZE:
SUBMITTED BY:
CHECKED BY:
DRAWN BY:
ISSUE DATE:
CAGE:
DISTRIBUTION C: LIMITED TO THE DEPARTMENT OF DEFENSE AGENCIES
AND THEIR CONTRACTORS. OTHER REQUESTS FOR THIS DOCUMENT
SHALL BE REFERRED TO DEVELOPMENT ENGINEERING DIVISION (RS30)
AT NAVAL SURFACE WARFARE CENTER, CORONA.
PER DoDI 5200.48 FOR CONTROLLED UNCLASSIFIED INFORMATION (CUI).
W A
R
FA
R E C
EN
TER
S C
O R
O N
A
U N
C
LASSIFIED
- C U
I
U N
C
LASSIFIED
- C U
I
DEVELOPMENT ENGINEERING (RS30)
P.O. BOX 5000
CORONA, CA 92878-5000 ANSI D 6DD29
TEMPLATE VERSION 6.0 - 01 JULY 2021
21 JAN 2022
MARINE CORPS BASE QUANTICO, VA
RANGE 9 OBSERVATION TOWER
100% D
ESIG
N
PLAN
SET - N
O
T FO
R C
O N
STR
U
C
TIO
N Plotted: 18-Jan-2022 15:35
Q U
AN
TIC
O -R
9-E-204.D W
G
D. RAFUSE
R. STEVENS
L. BURNS
D. GARDNER
WEST ELECTRICAL ELEVATION
E-204
PO
SITIO
N
AIR
TER
M
IN
AL SO
TH
E TO
P IS 12" M
IN
. ABO
VE ALL
O
TH
ER
O
BJEC
TS, TYP.
LPS G
R
O U
N D
R
IN
G
10' LPS G
R O
U N
D R
O D
, TYP.
LPS D
O
W N
C O
N D
U C
TO
R
LPS M
AIN
C O
N D
U C
TO
R
SEE A1
E-503
SEE A6
E-502
SEE A1
E-502
0'-0"
-2'-6"
26'-1"
-12'-6"
29'-7"
4'
8' 2'
A1 W
EST EXTER
IO
R
ELEVATIO
N
SC
ALE: 1/4" = 1' - 0"
34'-10"
36'-2"
G
EN
ER
AL SH
EET N
O
TES
1.
R
EFER
TO
SH
EET E-103 FO
R
N O
TES O
N
LIG
H
TN
IN
G
PR
O
TEC
TIO
N
SYSTEM
(LPS)
2.
ALL C
O N
N
EC
TIO
N
S M
AD
E BETW
EEN
C O
PPER
AN
D
ALU
M
IN
U M
C O
N D
U C
TO
R
S SH
ALL U
TILIZE A LISTED
BI-M
ETALLIC
C
O N
N
EC
TO
R
ER
IC
O
PAR
T LPA598 O
R
APPR
O
VED
EQ
U
IVALEN
T
SH
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O
TES
SEE D
ETAIL A7 / E-501 FO
R
D O
W N
C O
N D
U C
TO
R
C O
N D
U
IT
IN
STALLATIO
N
TH
R O
U G
H C
O N
C R
A
MARK DATE
SH
EET ID
B C D E F G
NAVAL SURFACE WARFARE CENTER CORONA DESIGNED BY:
SIZE:
SUBMITTED BY:
CHECKED BY:
DRAWN BY:
ISSUE DATE:
CAGE:
DISTRIBUTION C: LIMITED TO THE DEPARTMENT OF DEFENSE AGENCIES
AND THEIR CONTRACTORS. OTHER REQUESTS FOR THIS DOCUMENT
SHALL BE REFERRED TO DEVELOPMENT ENGINEERING DIVISION (RS30)
AT NAVAL SURFACE WARFARE CENTER, CORONA.
PER DoDI 5200.48 FOR CONTROLLED UNCLASSIFIED INFORMATION (CUI).
W A
R
FA
R E C
EN
TER
S C
O R
O N
A
U N
C
LASSIFIED
- C U
I
U N
C
LASSIFIED
- C U
I
DEVELOPMENT ENGINEERING (RS30)
P.O. BOX 5000
CORONA, CA 92878-5000 ANSI D 6DD29
TEMPLATE VERSION 6.0 - 01 JULY 2021
21 JAN 2022
MARINE CORPS BASE QUANTICO, VA
RANGE 9 OBSERVATION TOWER
100% D
ESIG
N
PLAN
SET - N
O
T FO
R C
O N
STR
U
C
TIO
N Plotted: 18-Jan-2022 15:36
Q U
AN
TIC
O -R
9-E-501.D W
G
D. RAFUSE
R. STEVENS
L. BURNS
D. GARDNER
ELECTRICAL DETAILS
E-501
D
G R
O U
N D
IN
G
D
ETAIL
SC
ALE: N
TS
A4 G
R O
U N
D R
O D
D
ETAIL
SC
ALE: N
TS
D
D
IR
EC
T-BU
R
IED
C
ABLE TR
EN
C
H D
ETAIL
N
TS
12"
12"
6"6"
30"
4" MIN
4" 4"
O
VER
ALL D
IM
EN
SIO
N O
F ALL C
ABLES
C
BO
N
D
IN
G
PLATE, 8 SQ
IN
SC
ALE: N
TS
A7 G
R O
U N
D
IN
G D
ETAIL TO
AIR
TER
M
IN
AL BU
ILD
IN
G
STR
U C
TU
R
E
SC
ALE: N
TS
A1 G
R O
U N
D
IN
G D
ETAIL
SC
ALE: N
TS
E1 G
N D
. W
ELL & R
O D
D
ETAIL
SC
A
MARK DATE
SH
EET ID
B C D E F G
NAVAL SURFACE WARFARE CENTER CORONA DESIGNED BY:
SIZE:
SUBMITTED BY:
CHECKED BY:
DRAWN BY:
ISSUE DATE:
CAGE:
DISTRIBUTION C: LIMITED TO THE DEPARTMENT OF DEFENSE AGENCIES
AND THEIR CONTRACTORS. OTHER REQUESTS FOR THIS DOCUMENT
SHALL BE REFERRED TO DEVELOPMENT ENGINEERING DIVISION (RS30)
AT NAVAL SURFACE WARFARE CENTER, CORONA.
PER DoDI 5200.48 FOR CONTROLLED UNCLASSIFIED INFORMATION (CUI).
W A
R
FA
R E C
EN
TER
S C
O R
O N
A
U N
C
LASSIFIED
- C U
I
U N
C
LASSIFIED
- C U
I
DEVELOPMENT ENGINEERING (RS30)
P.O. BOX 5000
CORONA, CA 92878-5000 ANSI D 6DD29
TEMPLATE VERSION 6.0 - 01 JULY 2021
21 JAN 2022
MARINE CORPS BASE QUANTICO, VA
RANGE 9 OBSERVATION TOWER
100% D
ESIG
N
PLAN
SET - N
O
T FO
R C
O N
STR
U
C
TIO
N Plotted: 18-Jan-2022 15:36
Q U
AN
TIC
O -R
9-E-502.D W
G
D. RAFUSE
R. STEVENS
L. BURNS
D. GARDNER
ELECTRICAL DETAILS
E-502
C O
PPER
C
LASS I M
AIN
C O
N D
U C
TO
R
(ER
IC
O
PAR
T N O
. LPC
120 O
R
APPR
O
VED
EQ
U
AL)
BEN
D R
AD
IU
S SH
ALL BE EQ
U
AL TO
O R
G R
EATER
TH
AN
8 IN
PIPE C
LAM
P (ER
IC
O
PAR
T N U
M
BER
LPC
580 O
R
APPR
O
VED
EQ
U
AL)
C
ABLE TIE (ER
IC
O
PAR
T N
O . C
ABTIESS O
R
APPR
O
VED
EQ
U
AL).
IN
STALL 3 PER
M
ETER
ALO
N
G
TH
E M
AST
M
AST SU
PPO
R
T (ER
IC
O
PAR
T N O
ALO
F-1-G S O
R
APPR
O
VED
EQ
U
AL).
SEE B3/S-524 FO
R M
O U
N
TIN
G D
ETAIL
STAIN
LESS STEEL M
AST (ER
IC
O
PAR
T N O
. ER
23000SS O
R
APPR
O
VED
EQ
U
AL)
C O
PPER
C
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VEN
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N
AL AIR
TER
M
IN
AL
(ER
IC
O
PAR
T N O
.LPC
262 O
R
APPR
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VED
EQ
U
AL
C O
N
VEN
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N
AL AIR
TER
M
IN
AL M
AST AD
APTER
(ER
IC
O
PAR
T N
O
. IN
TC
PTAD
M 58 O
R
APPR
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VED
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U
AL)
C O
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C
LASS I D
O
W N
C O
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TO
R
(ER
IC
O
PAR
T N O
. LPC
120 O
R
APPR
O
VED
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U
AL)
BEN
D R
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IU
S SH
ALL BE EQ
U
AL TO
O R
G R
EATER
TH
AN
8 IN
R O
O F R
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G
A1 C
AN
TILEVER
ED
M
AST - W
ITH
D O
W N
C O
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TO
R
SC
ALE: N
TS
C O
PPER
C
LASS I M
AIN
C O
N D
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TO
R
(ER
IC
O
PAR
T N O
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120 O
R
APPR
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VED
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U
AL)
BEN
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IU
S SH
ALL BE EQ
U
AL TO
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G R
EATER
TH
AN
8 IN
PIPE C
LAM
P (ER
IC
O
PAR
T N U
M
BER
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580 O
R
APPR
O
VED
EQ
U
AL)
C
ABLE TIE (ER
IC
O
PAR
T N
O . C
ABTIESS O
R
APPR
O
VED
EQ
U
AL).
IN
STALL 3 PER
M
ETER
ALO
N
G
TH
E M
AST
M
AST SU
PPO
R
T (ER
IC
O
PAR
T N O
ALO
F-1-G S O
R
APPR
O
VED
EQ
U
AL).
SEE B3/S-524 FO
R M
O U
N
TIN
G D
ETAIL
STAIN
LESS STEEL M
AST (ER
IC
O
PAR
T N O
. ER
23000SS O
R
APPR
O
VED
EQ
U
AL)
C O
PPER
C
O N
VEN
TIO
N
AL AIR
TER
M
IN
AL
(ER
IC
O
PAR
T N O
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262 O
R
APPR
O
VED
EQ
U
AL
C O
N
VEN
TIO
N
AL AIR
TER
M
IN
AL M
AST AD
APTER
(ER
IC
O
PAR
T N
O
. IN
TC
PTAD
M 58 O
R
APPR
O
VED
EQ
U
AL)
R O
O F R
AILIN
G
A6 C
AN
TILEVER
ED
M
AST - W
ITH
O U
T D O
W N
C O
N D
U C
TO
R
SC
A
MARK DATE
SH
EET ID
B C D E F G
NAVAL SURFACE WARFARE CENTER CORONA DESIGNED BY:
SIZE:
SUBMITTED BY:
CHECKED BY:
DRAWN BY:
ISSUE DATE:
CAGE:
DISTRIBUTION C: LIMITED TO THE DEPARTMENT OF DEFENSE AGENCIES
AND THEIR CONTRACTORS. OTHER REQUESTS FOR THIS DOCUMENT
SHALL BE REFERRED TO DEVELOPMENT ENGINEERING DIVISION (RS30)
AT NAVAL SURFACE WARFARE CENTER, CORONA.
PER DoDI 5200.48 FOR CONTROLLED UNCLASSIFIED INFORMATION (CUI).
W A
R
FA
R E C
EN
TER
S C
O R
O N
A
U N
C
LASSIFIED
- C U
I
U N
C
LASSIFIED
- C U
I
DEVELOPMENT ENGINEERING (RS30)
P.O. BOX 5000
CORONA, CA 92878-5000 ANSI D 6DD29
TEMPLATE VERSION 6.0 - 01 JULY 2021
21 JAN 2022
MARINE CORPS BASE QUANTICO, VA
RANGE 9 OBSERVATION TOWER
100% D
ESIG
N
PLAN
SET - N
O
T FO
R C
O N
STR
U
C
TIO
N Plotted: 18-Jan-2022 15:36
Q U
AN
TIC
O -R
9-E-503.D W
G
D. RAFUSE
R. STEVENS
L. BURNS
D. GARDNER
ELECTRICAL DETAILS
E-503
C O
PPER
C
LASS I M
AIN
C O
N D
U C
TO
R
(ER
IC
O
PAR
T N O
. LPC
120 O
R
APPR
O
VED
EQ
U
AL)
BEN
D R
AD
IU
S SH
ALL BE EQ
U
AL TO
O R
G R
EATER
TH
AN
8 IN
PIPE C
LAM
P (ER
IC
O
PAR
T N U
M
BER
LPC
580 O
R
APPR
O
VED
EQ
U
AL)
C
ABLE TIE (ER
IC
O
PAR
T N
O . C
ABTIESS O
R
APPR
O
VED
EQ
U
AL).
IN
STALL 3 PER
M
ETER
ALO
N
G
TH
E M
AST
M
AST SU
PPO
R
T (ER
IC
O
PAR
T N O
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R
APPR
O
VED
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U
AL).
SEE B3/S-524 FO
R M
O U
N
TIN
G D
ETAIL
STAIN
LESS STEEL M
AST (ER
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O
PAR
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. ER
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VED
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PPER
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N
AL AIR
TER
M
IN
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O
PAR
T N O
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262 O
R
APPR
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VED
EQ
U
AL
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N
VEN
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N
AL AIR
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