P
NOT PART OF STANDARD DWG
SHOWN FOR INFORMATION ONLY
L
ABBREVIATIONS
AB
ABT
AC I
AHR
AMP
ASTM
AWG
BOT
99.67 M A X
1
OF
sLoPE7
1
0
-
ANCHOR BOLT
ABOUT
ERICAN CONCRETE I N S T I T U T E
SOCIETY OF TESTING
AN WIRE GAUGE
BOTTOM
CONSTRUCTION JOINT
CENTERLINE
CLEAR
CONCRETE
C O N TI N U O U S
COORDINATE
CENTER
CUBIC
DETA I L
DIAMETER
D I MENS I ON
DRAW I NG
EACH
ELEVAT I ON
EACH WAY
EXPANS I ON
FAHRENHEIT
FINISH
FLOOR
FOOT I NG
GAGE
GALVAN I ZE
HORIZONTAL
INTRUSION DETECTION SYSTEM
CJ
g
CL
CONC
CONT
COORD
CTR
cu
99.67
GRADE)
/
r
‘PAVED
CONCRETE
LOAD I NG RAMP
I
i
L
.
.
0
E ARCH MAGAZINE
40’-0”
L8”SLAB
ON GRADE
W/6X6-W2.9XW2.9
WWF
DET
DIA
DIM
DWG
EA
EL
EW
EXP
F
FIN
FLR
FTG
GA
GALV
HOR I Z
IDS
AREA
-7
I ;
*
MIN
h
LG
LONG.
MA
MAX
MIN
NAVFAC
NEMA
NTS
NO
OC
OD
OPP
OPNG
LARGE, LONG
LONGITUDINAL
MILL1
X I MUM
A C I L I T I E S ENGINEER1
COMMAND
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
NOT T O SCALE
NUMBER
ON CENTER
OUTSIDE DIAMETER
OPEN I NG
OPPOS I TE
PLATE
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
RAD I US
REFERENCE
REINFORCEMENT
REQUIRED
SECT ION
SHEET
STANDARD
SPACE
PL
PSF
PSI
R
REF
RE INFs
REQD
SH
SECT
SP
STD
TAB
TYP
TOP AND BOTTOM
TYPICAL
VOLT
VERT IC A L
WITH
WATERPROOFING
W I THOUT
WE I GHT
WELDED WIRE FABRIC
YARD
V
W
VERT
WPG
w/o
WT
WWF
YD
I
M
M
i*
I
I
MAGAZINE LENGTH 4
- 20’ MIN
S I T E PLAN
MAGAZINE A T GRADE-LEVEL
~ _ _ _ _
SCALE: V’” = l ’ - O ”
CONTOUR INTERVAL: 2 ’ , TYP(UNLESS OTHERWISE NOTED)
SLOPE
PAVEMENT
a,
-
-
-
-
-
. -
*c
SECT I ON
NOTES :
1.
S I T E PLAN I S REFEREhCED T O A F I N FLR ELEVATION
FOR TRUE S I T E ELEVATION, SEE GRADING
OF 1 0 0 ’ - 0 ” .
AND DRAINAGE PLANS.
2.
CONTOURS SHOWN REPRESENT TYPICAL CONDITIONS
FOR SINGLE MAGAZINE. CONTOURS M A Y REQUIRE
ADJUSTMENT FOR S I T I N G OF MULTIPLE MAGAZINES,
OR WHERE S O I L OR DRAINAGE CONDITIONS SO
INDICATE.
SCALE : 3 / 4 ” = 1 ’-0”
SHEET NUMBER
WHERE SECT I ON,
D E T A I L OR
ELEVATION
I S TAKEN
\f
NUMBER INDICATES WALL
SECTION OR ELEVATION OR DE T A I L
LETTER INDICATES B U I L D I N G
SECT ION
,/“i
SHEET NUMBER
WHERE SECTION,
D E T A I L OR
ELEVATION I S
CHECK GRAPHIC SCALES BEFORE
USING
DEPARTMENT OF THE NAVY
NAVAL F A C I L I T I E S ENGINEERING COMMAND
REV I SI QNS
LTR
DESCRIPTION
_
I
IPREPID BYIDHTEI
APPROVED
I
I
t
I
GRQfflQ' COVER $-HALL BE DETERMINED BY EARTH FILL MATERIAL
4 CLIMATIC CONDITIONS GROUND COVER MUST B€ MAlNTAlNEO AT
MA% 6" HEIGHT, (iF GRAVEL FILL USED,- f40 GROUND COVER
REOUIRE0)"7
e
-
I
L- VARIES
D
W
T CZNtZRLINe!
28'-2" _. .
1
S%E
PICAL
SLOPE I * :
SVMMEtRIeL4L
E A K W FILL
I
IQ'
PLAN
\
$
-
DETAIL
NO SCALE
\I/
n
SECT I O N
STACK
II
I'
\
N.OTES
1.
2.
3'
4,
SEE SH 7 FOR GQNSTRWCTIQN SEQUENCE.
1
5.
6.
BARRIER
FI Lt H A L L
BE CQMPK7ED 1D A T LEMT
95%
O F T H E M4X 1 MUM UEV
II
GEAW-tIC
5CALES
€L
W
5EE SHEET 7 FOR
I
I
I
DEPARTMENT OF THE NAVY
LONGlTUDihlAL
510O 5PAClhlGL
UOTE
EARTH- COVERED O V A L C O M P O S I T E ARCH MAGAZINE
CIVIL
PLAN AND SECTIONS
C H W h c5#4p+l\C W E S
BEFDRE US1 ~JCI
a
I
8
7
6
5
4
3
2
1
LTR
REV I SI ONS
DESCRIPTION
PREP'D BYDATE APPROVED
FRONT
--FxF-t
.7 "J
YP
fih
-1'I
I
I
-
qrl
A
I
1
I
<
I
I
I
7-tI
@:'
BARS SMQWN ARE FOR REAR
FACE, CONT1)JUE FRONT FACE
BARS F U L L FdE\CUT O F -WALL.
3
4
-1
,
r--
1
II
-
1
I
-
i j
I;-----
P A R T I A L ELEVATION - P O R T A L W A L L
.
I
NOTES
I.
DEPYH OF (toot INGS WILL BE INCREASED tF REQUIRED
BV SOIL OR FROST CCSNDOT1ONS.
PARTIAL PLAN- PORTAL W A L L
SCALE
'/4" =
\'-o"
I
GRAPHIC SCALES
CHECK
1
n
8
7
6
4
3
2
.I
Ul
1
GRAPHIC SCALES BEFORE
USINC
DEPARTMENT OF THE NAVY
NAVAL F A C I L I T I ES ENG I NEER I NG COMMANC!
,
I ,I
'I I
REV1S I ONS
DESCRIPTION
LTR
PEP'D BYDATE APPROVED
I
2
.
CJ
4k3
22-# l o
€A. FACE
@IT'
VERT tCAL
* 3T I E S
VENT\LATOR
SEE D€TA\L 4
I
/i
PLAN - R E A R W A L L
SCALE 14''= \I-OY
e 8"
s-t-..v\
1
I
I
I
DOWELS TO
MATCU VERT
RE\NFORC\NG
SLOPE
EXTERIOR GRADE J
AWAY FROM DOOR
3 5 (3
\2'-
WATERPROOF
EXTERtOR CURB
ENTIRE
I ,
i
1
I
I
I
I
I
.
I
E L EVAT ION - R E A R WAL L
SCALE
1/4"=
I'-Q"
I
REAR FACE
BARS
REINFORCEMENT SPL\CE LENGTHS
LL U E K U T A N D
ACE BARS A7
,
ME\CUT, SECTION
U T yz REAR
11
I
F
c
24 "
32 "
4FG
I
I
39 I'
I
31"
0
t-
r/)
rJ
r
GRAPHIC SCALES
c
OL
6
SECTION
>
UJ
S C A L E 3/&= "-0'
3 4.
0
3/8"=1'- 0"
L I1J
1/2"=r'-o"
0
2'
6'
I'
3'
2'
4' 5'
3'
4'
6'
7'
5'
8'
6'
OF
I
1
\N SETS O F
THREE
-*-w
S C A L E 3/4" = 1 ' -
8
0"
7
6
5
4
3
2
1
CHECK GRAPHIC SCALES BEFORE USIN(
DEPARTMENT OF THE NAVY
NAVAL F A C I L I T I E S ENGINEERING COMMAND
I
CAST 1RON GALV.
FLANGE TAPPED
LTR
I
CONC. WALL
: a ..
*.
' .'
I?\"
CA!,
REV IS IQNS
DESCRIPTION
PREP'D BYDATE APPROVED
*
1 .
. .
4
k
SELF- T A P P I N G
\
SCREWS
,
-F
P\P€
1
I
I
I
I
CA3T
GAL/.
I
2 - I"+H O L E S
FOR
B O L T S ON
B O L T CIRCLE
I
I
CHAIN
Z C O A T S OF
DAMPPROOFING
ON BELQW-GRADE
LlNK-
I
I
I
I
I
I
I
I
I
S C A L E 3"=\'-0"3 5
I
SHOWN
I
SPRING
ATTACHED T O
INSURE POSITIVE
CLOSURE
COPPER
- INSECT
I
COM P O S ITE ARCi-1
SCREEN
1
4 CA.
W I N . STEEL
WELD TO U U V E R
AFTER LOUV€R \ 5
1IUSTALLEC)-
I
I
S T 0.w EICM'f
FLu I D APP Ll ED
WROUGHT %?EEL WATERPROSFIUG
GALV. P\PE
J
I
I
I
I
I
FILL
CAST IRON
GALV. CRATE
24" HIGH
WGRTHERPROOF LOUVER W \ T W
INSECT SCREEN A N D FU3IBl-E
L\NK.
6"lhllPE
LOUVER
DULE 2 0
L P\PE
I
-
c
x
BRASS S C R W 3
DETAIL
STE€L COLL
FLANGE TAPPED
A S SN0WF.J
AROUND P\P
s
I
';5CAL€
-
3" =. \ ' - 0''
I 2"
c0&c RET E
\/EUTILA'TOE 5 T K 6
FLAME PLATE DETAIL
SCAL€
3" =
1'-
0,"
I
/
REAR WALL
c
I
m c
P?~OTECTI\/EcoVEl2tblC3
N T SEAL-ER
GRAVEL FILL
F L U 1 0 -APPLIED
WATERPROOF \NG
CDF\/IPOSITE ARCH
\IEUTILATOR .5TACH 'D E TA I h
SCALE
~
. .
F \ L L WtTU CRO
LKt-I S\QE 8 C
STEEL ARCH
I
b
1 C WATEUFTWF 1146
MATEEIAL EA 5lVE 5 T E L
ARCH I/Z"DEEP (MIN)
-
"4
SECTION
\'/.a*' = \'-O"
a
FLOOR CONSTFWCTlON JOINT
12" CTRS.TIED T O
VERT REINP AT EACH FACE
AND T O CONT. BARS,
@
PROTECTIVE COVERiNG
CONT TO BOT O F FTG,
NO SCALE
YPICAL
1
FLUID-APPLIED WPG CONT T O ROT OF FTG.
3/)6"
3"UN&QUAL
INSIDE W
LEG
m
lH
DETAIL
2'
fl\
DETAIL
/
l__l
fi\
I
\
'kill X 2 " X 1'- 0" 'STRAP ANCHOk5
-1
I-
DETAIL
V
.
-
d
FILL
GRAPHIC SCALES
CHECK G R A P H I C SCALES B E F O R E U S I N G
I'
'
DEPARTMENT'
OF THE NAVY
NAVAL F A C I L I T I E S ENGINEERING COMMHND
ALEXANDR I A
200 STOVALL STREET
\
VA
2233,
STANDARD
EARTH-COVERED O V A L COMPOSITE ARCH MAGAZ I NE
I
I
8
7
6
5
4
3
2
1
STRUCTURAL
MISCELL A NEOUS DETAI LS
REV1SI ONS
,LTR
I
f
K SUpeOR?
CKZT W E I
e D E f . SIJEfT 7
th
I
DESCRIPTION
PREP'D BY DATE ISPPROVED
I
n
T R X M CLAMP
TRACK
3 7
15.3,
?I
'I i
01
II
A
I
L
E'LEVATION
SCALE 'h"= \'-O"
a
Q
llJ
J
I
L
I t
I
I
R
I
I
Bf
I,'
1 " NONSHR I Nk!
GROUT
L
y8"
I
II .
1
WELDED TOP
'& BOT
O F CtJANNEL(TYP),
4/
SCALES
CHECK GRAPHIC SCALES BEFORE USING
J
DEPARTMENT OF THE NAVY
NAVAL
FACILITIES ENGINEERING COMMAND
13
EARTH- COVERED O V A L C O M P O S I T E ARCH MAGAZINE
STRUCTURAL
lO'-O" BLAST DOOR 8 REBOUND DETAILS
DETAIL
n
DETAIL
=ALE
8
7
( 4
3''~
O'-O''[ G I G
6
§
4
3
2
1
.
1
-
E
R E V I S IONS
DESCRIPTION
LTR
PREP'D BY DATE APPROVED
4
.
PLAN
I
I
I
I
.
.
w
I
r---r+-
&
I
SUE #LA
'
I
I
I--___
\
-A
v
EL
NO
,
I'
N
SkALE
i
I
-TI
n
I
t
LOhlGItUDINAL SEAM
4
3/4"Q
PLATE ASSEMBLY BOLTS PUNCHEP FOR
BOLTS PER FOOT OF LONGITUPINAL SEAM ANP AS
PENOTES
SHQWN FOR CIRGUMFERENTIAL,
0
I
I
I
I
I
'
5 PLATE WfiD-tHS MAY B E USEQ:
81 1/211 W / 8 &OLT SPACES
7 2 " W / 7 BOLT SPACES
62 3/8" W/G BOLT SPACES
5
33
2 3/4"
5/8" W
W// 53 #
BOLT
0 l T SPACES
SPACES
EARTH FILL
CONSTRUCTION SEQUEMCEb
\
I
I
I
I
FULLY CONNECTED AND BOLTS TIGHTENER,
@
STRUCTURAL
@
AL-L WELPED MEAPED SHEAR STUPS SHALL BE ATTACHEB,
@
CAST CONCRETE SIDE WALLS. SIMULTANEOUSLY AND ALL OW TO CURE FQR
.? DAYS OR ACHIEVE A CO+CRETE STRENGTH OF 3 2 0 0 f S l MIN BEFORE
STA KT ING @,
@
APPLY WATERPROOFING MEMBRANE T O EXTERIOR SIDE SURFACES O F ARCH,
AND PLACE GMVEL FILL AND FILTER C L O T H AT SlDES OF ARCH,
@
USE HAND OPERATED COMPACTORS T O C-OMPACT S O I L 0VEr;ZWRPEN ALONG
s I DES si Mu L r A N m usLY,
@
CAST CONCRETE RFCH TOP AND ALLOW TO CURE TO A COMPRESSIVE
STRENGTH OF 4000 pst BEFORE START"@.
@
APPLY WATERPROOFING MEMBRANE. 10 EXTERtOR TOP SURFACE O F ARCH,
AWR PLACE. GRAVEL FILL AND F\LTE'R C L O T H O N T O P O F ARCH,
I.
NO
Ik SHALL BE
DENOTES 3/8"4 x 4" WELPED HEAPED SHEAR STUPS.
DETAILS O F STEEL STRUCTURAL PLATES
NO SCALE
CHECK GRAPHIC SCALES BEFORE USING
DEPARTMENT OF THE NAVY
NAVAL F A C I L I T I E S ENGINEERING COMMAND
200 STOVALL STREET
EARTH-COVERED OVAL COMPOSITE ARCH MAGAZINE
STRUCTURAL
MISCELLANEOUS SECTIONS
N O T E : CHECK GRAPHIC SCALES
BEFORE USING
SCALE
E c - x
Qua
aAP1084aC5026H
. 2233:
STANDARD
\
P
ALEXANDRIA. VA
1
R E V I SI ONS
LTR
I&'' CONDUIT NIPPLE
I
I\
-\
x
PLUGGED COUPLING -\
JUNCTION
CAST METAL
0%
WALL MOUNTED IEANDESCENT L I GMT I116 F IXTURE .
r C A S T METAL I -G A N G
JUUCTrQN BOX WITG
I
/
PREP'D BY DATE APPROVED
DESCRIPTION
SEE NOTE-6.
CE IL ING MWIITEO IWCAtlDESCENT L I GMT I N 6 F IXTURE.
0
SEE OETA 11. I /8/9
e
2W-G
I TAHN G
THRCAOEO H U B
JUNCTIOW BOX, CAST METAL WITH THREADED WALLS Off HUBS.
CGMDUIT RUN CONCEALED I N CU INSTALLED BELOW FLOOR SLAB. WTE: AUY CONWIT
RUN NOT OTHEUWISE INDICATED SMALL BE I / ? "
A H 0 COlrTAlW TVO W . I ?
A GREATER NW6ER OF W I RES ARP -Om UlTH CROSS
AWG. WIRES.
L I NES AS FOLLOWS:
HEAD
L
K
I
--+ttTHE
LONG C n S S L I N E I N D I C A T E S THE I D E I l T l F I E O GOOWOLD NEUTRAL
COWDUCTOR AND THE SHOUT CROSS L I M E S IWOICATES THE PMASE COIIWCTOR.
MD COt\fQU
ARE h@TINPIC
S ARC NO I2 AWG,
R\IJISE INDICATEDtALL
UNLE
*
BUT
~~~V~~~~
11.1 ALL
LIGbriNE\(G 2 o g
CONDUIT RUN IWSTALLED EXPOSED ON WALLS OU C E I L I N G . W I R l f f i S h A L L BE SAME AS
I N NOTE FOR CONCEALED COWDUIT RUN. .
WALL
LINE
-
La
I
1
I
--
-4
CONDUIT TERMINATED WITH A PLUGGED COUPLING.
SECOIDARY LIGHTNING ARRESTER ( L . A . 1
I
I
LIGHTNING A I R T E W I N A L .
I
I
'
A U X I L I A R Y EMPTY CONDUIT RUN CONCEALED I N OR INSTALLED BELOw +LOOR S L A I .
S I Z E D AS INDICATED.
0
I
-F-
c:
I
ABOVE PROTECTED OBJECT
EXTEND 2 ' - O "
GROUND ROD
FACl L I TY GF(OUN0 GIRULE. NC>. \/OAWG BARE STUANPEP COPPER CABLE.
DOWN COUDUCTOR FROW A I R TEFIWINAL, N O . l / O A S .
c o P p ~ RCABLE.
-+-
E X PL U S I O N PROOF SEAL R ~ T / N Gi n /
B A R E STRANPEP
con/ou/t RUA/
O P T I O N A L DOOR C O N T R O L U N I T FOR DOOR C O N T R O L S ,
I F P R O V I D E D SEE NOTE 10.
NOTES
\
1.
7
r
I
1
HOLES SHALL NOT BE MADE I N COMPOZjiTE ARCH FOR INSTALLATION O F ,
ELECTRICAL V O R K . SEE NOTE 7 .
2. THE CONDUIT SYSTEM ON THE F O N T OF STRUCTURE I S TO HAVE SUPPOUTS SPACED
SUPPORTS oc1 EACH SIDE OF COWSTRUCTIOW
NOT MOUE THAN 8 ' - O "
J O I N T S SHALL m)T EXCEED 5 ' -0".
3.
RUNNING THREAD COUPLING CONNECTl(mS ARE HOT PERMITTED FOR THE R I G I D
CONDUI T SYSTEMS.
4. FOR THE 120/2W VOLT, SINGLE PHASE, 3 - W I R E S E R V I C E , P R O V \ D € A
2"
BELOW F I N I S H E D GRADE AND TERMINATE WITH A
EMPTY CONDUIT 2 ' - 0 "
PLUGGED COUPLI MG NOT LESS THAN 5 ' -0"
BEYOND PAVED A R E A .
SERVICE
POLE BY GOVERNMENT S H A L L BE IGOT L E S S T H A N 50 F E E T
FROM T H E S T R U C TURE AND S H A L L I N C L U D F A S E R V I C E ENTRANCE SWITCH.
ALSO. A PROPERLY S I Z E D
I N T E R M D I A T E VALVE-TYPE L I G H T N I N G ARRESTER SHALL BE F'ROVIDU) OM THE
PRIMARY S I D E OF THE D I S T R I B U T I O N TRAWSFOIMER.
( 0 - 3 2 ~ 5 / I'8 LOMG
TML S7L ROO
\
5.
- 10-32 SPRING NUT
6.
SECTION
7.
SUPPORT CONDUIT AT EACH CIRCUMFERENTIAL LAP USIUG THE &TRA LENGTM 60CT
WITH W U B L E NUT INSTALLED WRING ARCH ASSEMBLY.
SEE SECTIOU A/9/9 FOR
TYPICAL METHOD.
8.
PROVIDf A 2"
CONDUIT WITH PULL WIRE, 2'-0"
BtLOk
F I N I S H E D G R A D E FOR I D S AND T E R M I N A T E W I T H A P L U G G E D C O U P L I N G N O T L E S S
THAN 5'-0"
BEYOND P A V E D AREA.
9.
C A P 1-2" d 2 - I" COMDUITS 1 ' - 0" ABOVE FINISHED, GRAPE AN6 RESERVE
.
C T 1 6 N 10-I D T .
E X T E N D C O N D U I T AND W I R I N G A S R E Q U I R E D FROM DOOR C O N T R O L U N I T T O DOOR
0PERATO.R A B O V E DOOR, I F O P T I O N A L DOOR C O N T R O L S A R E P R O V I D E D .
EXTEND
C O N C E A L E D C O N D U I T AND W I R I N G A S R E Q U t R E D FROM DOOR C O N T R O L U N I T T O
POWER P A N E L , I F O P T I O N A L DOOR C O N T R O L S A R E P R O V I D E D .
DETAIL
NO S C A L E
10.
2" 12 -
I
1
POWER
/eY12-"ic
SEE
'/2" c
7
PANEL
SCHCMAT I C
\\.
GRAPHIC SCALES
12.
C A P OCVONDPAVED AREA
FLOOR
W€XTk4EERPRoOF, 2-POLE
123/240 V , 0-175 VQLT
LIGHTNING ARRESTER
CHECK
A 8 O v C FINI%HCO
GRAOE AND RESERVE FOR C O N N E C T I O N
TO TELEPH@NL: CA6LE CABINET
CAP B E V O W 0
PAVED AREA
ELEVATION
-2"
I
I
1
I" EMPTY I D 5 CONDUIT
SL
GRAPHIC SCALES BEFORE USING
DEPARTMENT OF THE NAVY
N A V A L F A C I L I T I ES ENG I NEER I NG COMMAND
200 STOVALL STREET
ALEXANDRiA.
VA.
22332
~
I SUPV DLJ
EMPTY CONDUIT
CH ENGR
DL
I
STANDARD
EARTH- COVERED O V A L COMPGSITE ARCH
L
I
MAGAZINE
PLANELECTRICAL
AND SECTIONS
5EE S\TlLG PLAN S H E E T 9 O F 9
FOR C B N f l ~ U A T i 0 N
NOT 7 0 SCALE
I
a
8
7
6
5
4
3
2
1
\
F--+
*
I
I
SITING PLANNor Y O s a z
I
I
CONNECTED L O A O PER UWIT
.
r
,
I
I-
.
I
\
NOT LESS THAN
HEAD
-
€3''
APRON
c L RY
PtPC '2'4''
L O NC
- COMPRESS \ O N
UNIT T
WALL
i
H
ON
A
PLAN
i'
*I10
A W G S A K E STI?AnlVEV
COPPER CABLE TO S E 3 ' J N P GIRDLE
E L D E D STU
DE T A I L
ETA l L
8
SINGL,E GANG GASKETED, CAST M E T A L
COVER W \ T H R E D JEWEL AND P I L O T
LIGHT RECEPTACLE. C O N N E C T Y O
IND\CATE
W H E ~ INTERIOR
LIGHT^ Ai?E ON.
UGHTIIVG PANELBOARD
SCHEMATIC
d
fl
S\NGLE GANG
WEATHER RES\STANT COVER
GASKETED SPRING DOOR COMPLETE
-WITH
SWITCH. ( F O R
---GASKETED
THAN 18"
FROM C O
SUPPORT
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DEPARTMENT
OF THE NAVY
NAVAL FACILITIES ENGINEERING COMMAND
200 STOVALL STREET
A L E X A N D R I A , V A . 22332
STANDARD
EARTH- COVERED O V A L COMPOSITE ARCH M A G A Z I N E
ELECTRICAL
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_SIZE ICODE IDENT.
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6
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80091
NO.1 NAvFAC DRArJlNG NO.
1404398
I CONSTR.
CONTR.
NO.