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NOT PART OF STANDARD DWG SHOWN FOR INFORMATION ONLY L
ABBREVIATIONS AB ABT AC I AHR AMP ASTM AWG BOT CJ g CL CONC CONT COORD CTR
L G LONG. MA MAX M IN NAVFAC NEMA NTS NO OC OD OPNG OPP
PL PSF P S I R REF RE I NFs REQD SECT SH
SP STD TAB TYP V W VERT
WPG w/o WT WWF YD
ANCHOR BOLT ABOUT
ERICAN CONCRETE INSTITUTE
SOCIETY OF TESTING AN WIRE GAUGE
BOTTOM CONSTRUCTION JOINT CENTERLINE CLEAR CONCRETE CONTINUOUS
LARGE, LONG LONGITUDINAL M I L L 1
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 SPACE STANDARD
TOP AND BOTTOM TYPICAL VOLT VERT I C A L WITH WATERPROOFING W I THOUT WE I GHT WELDED WIRE FABRIC YARD
99.67 M A X 1
OF sLoPE7 10-
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 F I N I S H FLOOR FOOT I NG GAGE GALVAN I ZE
cu DET D I A D I M DWG EA EL EW
/ r
-7 ‘PAVED AREA 99.67
CONCRETE
I ; - LOAD I NG RAMP GRADE) I E ARCH MAGAZINE i EXP
F F I N FLR FTG GA G A L V HOR I Z I D S
L 4 0 ’ - 0 ” M I N *
HORIZONTAL INTRUSION DETECTION SYSTEM
. . h L8”SLAB ON GRADE W/6X6-W2.9XW2.9 WWF
0 I .
M
M
i*
I
I MAGAZINE LENGTH -
4
- 20’ MIN
S I T E PLAN MAGAZINE A T GRADE-LEVEL
PAVEMENT SLOPE a,
*c
- - - - - . - ~ _ _ _ _
SCALE: V’” = l ’ - O ” CONTOUR INTERVAL: 2 ’ , TYP(UNLESS OTHERWISE NOTED)
SECT I ON SCALE :3 /4 ”=1 ’-0”
NOTES :
1. S I T E PLAN I S REFEREhCED TO A F I N FLR ELEVATION OF 100’ -0” . FOR TRUE S I T E ELEVATION, SEE GRADING AND DRAINAGE PLANS.
2. CONTOURS SHOWN REPRESENT TYPICAL CONDITIONS FOR SINGLE MAGAZINE. CONTOURS M A Y REQUIRE
OR WHERE SOIL OR DRAINAGE CONDITIONS SO INDICATE.
ADJUSTMENT FOR S I T I N G OF MULTIPLE MAGAZINES,
NUMBER INDICATES WALL SECTION OR ELEVATION OR DE LETTER INDICATES BUILDING SECT ION
T A I L SHEET WHERE
NUMBER SECT I ON,
DETAIL OR
I S TAKEN ,/“i SHEET NUMBER CHECK GRAPHIC SCALES BEFORE USING ELEVATION
DEPARTMENT OF THE NAVY WHERE SECTION,
NAVAL F A C I L I T I E S ENGINEERING COMMAND DETAIL OR ELEVATION IS
\f
REV I SI QNS _I
LTR DESCRIPTION IPREP ID BYIDHTEI APPROVED
I
SVMMEtRI eL4L W T CZNtZRLINe!
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 I I I t L- VARIES
- REOUIRE0)"7 28'-2" _. .
e 1 D
PICAL S%E E A K W FILL
I SLOPE I * : IQ'
PLAN
\$-
DETAIL NO SCALE
\I/ n
SECT ION STACK
I I
I '
\ N . O T E S 1.
2.
3 '
4,
5.
6 .
SEE SH 7 FOR GQNSTRWCTIQN SEQUENCE. 1
FI Lt H A L L BE CQMPK7ED 1D AT LEMT 95% O F T H E M4X 1 MUM UEV
I I BARRIER
GEAW-tIC 5CALES I I I DEPARTMENT OF THE NAVY
W €L 5EE SHEET 7 FOR LONGlTUDihlAL 510O 5PAClhlGL
EARTH- COVERED OVAL COMPOSITE ARCH MAGAZINE C I V I L
UOTE CHWh c5#4p+l\C W E S PLAN AND SECTIONS BEFDRE US1 ~JCI a
I
8 7 6 5 4 3 2 1
REV I SI ONS DESCRIPTION PREP'D BYDATE APPROVED LTR
F R O N T --FxF-t
.7 "J Y P
fih -1'-
I
I
I I I I I I
<
-1
q r l - A
1
I
t-- - 1 7- I , 1 r-- - - i j
I I
I;-----
@:' 3 4 BARS SMQWN ARE FOR REAR FACE, CONT1)JUE FRONT FACE BARS F U L L FdE\CUT O F -WALL. P A R T I A L ELEVATION - PORTAL WALL
. I
N O T E S
I. DEPYH OF (toot INGS WILL BE INCREASED tF REQUIRED BV SOIL OR FROST CCSNDOT1ONS.
PARTIAL P L A N- P O R T A L W A L L SCALE '/4" = \'-o"
I GRAPHIC SCALES
CHECK GRAPHIC SCALES BEFORE USINC DEPARTMENT OF THE NAVY 1 NAVAL FAC I L I T I ES ENG I NEER I NG COMMANC!
n .I Ul
8 7 6 4 3 2 1
REV1 S I ONS DESCRIPTION PEP'D BYDATE APPROVED , LTR
' I I I ,I I
2 .
C J 22-# lo €A. FACE
* 3 T I E S e 8"
4 k 3 @IT' VERT tCAL
/i I PLAN - REAR W A L L SCALE 14'' = \I-OY
VENT\LATOR s-t-..v\ SEE D€TA\L 4 1 I
I
I
SLOPE
DOWELS TO MATCU VERT RE\ NFORC\NG
EXTERIOR GRADE J 3 5 (3 \2'- AWAY FROM DOOR
WATERPROOF EXTERtOR CURB ENTIRE
I , i I I .
1 I
I I I
E L EVAT ION - R E A R WAL L S C A L E 1 / 4 " = I '-Q"
I
REAR FACE BARS LL UEKUT A N D ACE BARS A7 ME\CUT, SECTION
UT yz REAR
REINFORCEMENT SPL\CE LENGTHS ,
4FG 32 " 24 " I
F c
11 I
31 " II 39 I' I 0 t-
r/) rJ
OL c
r GRAPHIC SCALES
SECTION 6 > SCALE 3/&= "-0' 3 4. UJ 0 6' 2' 3' 4' 5' 6' 7' 8'
3/8"= 1'- 0" L 0 I' 2' 3' 4' 5' 6' I1J
1/2"=r'-o"
OF
CHECK GRAPHIC SCALES BEFORE USIN( I DEPARTMENT OF THE NAVY
1 NAVAL F A C I L I T I E S ENGINEERING COMMAND \N SETS O F THREE
SCALE 3/4" = 1 ' - -*-w 0"
8 7 6 5 4 3 2 1
CAST 1RON GALV. FLANGE TAPPED
I REV I S I QNS LTR DESCRIPTION PREP'D BYDATE APPROVED
I * 1 . CONC. WALL
I?\" * . ' . ' . . : a . . CA!,
4k SELF- TAPPING SCREWS -F
, P\P€ \
1 I I I I I I I I I I I I I I I I I I I I
FILL I I I
CA3T GAL/. I2 - I"+ H O L E S FOR
BOLTS ON BOLT CIRCLE
I
CHAIN
LlNK-
ZCOATS OF DAMPP ROOFING ON BELQW-GRADE
I I
S C A L E 3"=\'-0" 3 5 SHOWN -
SPRING
INSURE POSITIVE CLOSURE
ATTACHED T O COPPER - INSECT SCREEN COM P O S IT E ARCi-1
ST 0. w EICM'f FL u I D - APP Ll ED WROUGHT %?EEL WATERPROSFIUG GALV. P\PE J
WELD TO U U V E R AFTER LOUV€R \5 1IUSTALLEC)-
14 CA. WIN. STEEL
CAST IRON GALV. CRATE
6"lhllPE x 24" HIGH WGRTHERPROOF LOUVER W\TW INSECT SCREEN AND FU3IBl-E L\NK.
STE€L COLL AROUND P\P
BRASS S C R W 3 FLANGE TAPPED
LOUVER D E T A I L A S SN0WF.J ';5CAL€ 3" =. \ ' - 0''
I 2" c 0 &c RET E REAR WALL
P?~OTECTI\/E coVEl2tblC3 GRAVEL FILL
FLU10 -APPLIED WATERPROOF \NG
CDF\/IPOSITE ARCH
\IEUTILATOR .5TACH 'D E TA I h SCALE \'/.a*' = \'-O"
~ . . F\LL WtTU CRO LKt-I S\QE 8 C STEEL ARCH
b 1 C WATEUFTWF 1146 MATEEIAL EA 5lVE 5 T E L ARCH I/Z"DEEP (MIN)
- "4 @ 12" CTRS. TIED T O VERT REINP AT EACH FACE AND T O CONT. BARS,
PROTECTIVE COVERiNG - CONT TO BOT O F FTG, 1
FLUID-APPLIED WPG - CONT T O ROT OF FTG.
/ 3/)6" 3" UN&QUAL INSIDE WlmH LEG l__l
DULE 2 0 L P\PE
c
F L A M E PLATE DETAIL \/EUTILA'TOE 5 T K 6 I s
I
/
c
SCAL€ 3" = 1 ' - 0,"
I- m c
N T SEAL-ER
I
FLOOR CONSTFWCTlON JOINT NO SCALE
SECTION a YPICAL
DETAIL fl\ DETAIL fi\ '2 I
'kill X 2 " X 1 ' - 0" 'STRAP ANCHOk5 \
I- - 1
DETAIL V
. -
d
FILL GRAPHIC SCALES I' '
CHECK G R A P H I C SCALES BEFORE U S I N G DEPARTMENT' OF THE NAVY
NAVAL F A C I L I T I E S ENGINEERING COMMHND 200 STOVALL STREET ALEXANDR I A VA 2233,
\ STANDARD
RED OVAL COMPOSITE ARCH EARTH-COVE
- MAGAZ I NE
STRUCTURAL M ISC E L L A N EO U S D ETA I LS
I I
7 6 5 4 3 2 1 8
REV1 SI ONS ,LTR DESCRIPTION PREP'D BY DATE ISPPROVED
I
K SUpeOR? CKZT W E I
e DEf . SIJEfT 7 n f th
I I
T R X M CLAMP
TRACK 3 7 15.3,
? I 01 'I ii
A I I
I L
E'LEVATION SCALE 'h" = \'-O" a Q
l l J J
I L I t
I I R I
I Bf I,' 1 " NO NSH R I Nk! GROUT
I . I 1 WELDED TOP '& BOT O F CtJANNEL(TYP), L I
4/ y 8 "
SCALES
CHECK GRAPHIC SCALES BEFORE USING DEPARTMENT OF THE NAVY
N A V A L FACILITIES ENGINEERING COMMAND
J
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
D E T A I L n
D E T A I L ( 4 =ALE 3 ' ' ~ O'-O'' [ G I G
8 7 6 § 4 3 2 1
.
1 REVIS IONS E - LTR DESCRIPTION PREP'D BY DATE APPROVED
4
. PLAN
I . I I
I
.
w I r-- -r+- S U E #LA &I I ' \ -A I
I - - _ _ _
v , I '
EL N
N O SkALE
i I --T- I
n
I t
LOhlGItUDINAL SEAM
PENOTES 3/4" Q PLATE ASSEMBLY BOLTS PUNCHEP FOR 4 BOLTS PER FOOT OF LONGITUPINAL SEAM ANP AS SHQWN FOR CIRGUMFERENTIAL,
DENOTES 3/8"4 x 4" WELPED HEAPED SHEAR STUPS. 0
I I I 5 PLATE WfiD-tHS MAY BE USEQ: 81 1/211 W / 8 &OLT SPACES 72" W / 7 BOLT SPACES 62 3/8" W/G BOLT SPACES 5 2 33 3/4" 5/8" W / 5 W/ 3#0 lT BOLT SPACES SPACES
I I '
EARTH FILL
CONSTRUCTION SEQUEMCEb \
@ STRUCTURAL Ik SHALL BE FULLY CONNECTED AND BOLTS TIGHTENER,
@ AL-L WELPED MEAPED SHEAR STUPS SHALL BE ATTACHEB,
@ CAST CONCRETE SIDE WALLS. SIMULTANEOUSLY AND ALLOW TO CURE FQR .? DAYS OR ACHIEVE A CO+CRETE STRENGTH OF 3200 f S l MIN BEFORE STA KT IN G @,
@ APPLY WATERPROOFING MEMBRANE T O EXTERIOR SIDE SURFACES O F ARCH, AND PLACE GMVEL FILL AND FILTER CLOTH AT SlDES OF ARCH,
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 ALEXANDRIA. VA . 2233:
I I I I @ USE HAND OPERATED COMPACTORS T O C-OMPACT S O I L 0VEr;ZWRPEN ALONG
@ CAST CONCRETE RFCH TOP AND ALLOW TO CURE TO A COMPRESSIVE
@ APPLY WATERPROOFING MEMBRANE. 10 EXTERtOR TOP SURFACE O F ARCH,
s I D ES si M u L r A N m u s LY,
STRENGTH OF 4000 pst BEFORE START"@.
I. AWR PLACE. GRAVEL FILL AND F\LTE'R CLOTH ON T O P O F ARCH,
STANDARD
EARTH-COVERED OVAL COMPOSITE ARCH MAGAZINE STRUCTURAL
MISCELLANEOUS SECTIONS NOTE: CHECK GRAPHIC SCALES
BEFORE USING
N O S C A L E
\ P E c - x Qua aAP1084aC5026H
DESCRIPTION L T R PREP'D BY DATE APPROVED 1 REV I SI ONS
I I&'' CONDUIT NIPPLE -\ r C A S T METAL I -GANG WALL MOUNTED I EANDESCENT L I GMT I116 F I XTURE . SEE NOTE-6. x I / JUUCTrQN BOX WITG
PLUGGED COUPLING -\ I \ CE I L I NG MWIITEO I WCAtlDESCENT L I GMT IN6 F I XTURE. SEE OETA 11. I /8/9 0 e JUNCTION CAST METAL 0% 2-GANG WITH
THRCAOEO H U B
HEAD WALL
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? AWG. WIRES. L I NES AS FOLLOWS:
A GREATER NW6ER OF W I RES ARP -Om UlTH CROSS
- - + t t T H E LONG C n S S L I N E INDICATES THE I D E I l T l F I E O GOOWOLD NEUTRAL
UN LE
CONDUIT RUN IWSTALLED EXPOSED ON WALLS OU C E I L I N G . W I R l f f i ShALL BE SAME AS I N NOTE FOR CONCEALED COWDUIT RUN. .
COWDUCTOR AND THE SHOUT CROSS L I M E S IWOICATES THE PMASE COIIWCTOR. MD COt\fQU ARE h@T INPIC S ARC NO I2 AWG, R\IJISE INDICATEDt ALL
BUT ~~~V~~~~ 11.1 ALL LIGbriNE\(G 2 o g *
L LINE
K AUXIL IARY EMPTY CONDUIT RUN CONCEALED I N OR INSTALLED BELOw +LOOR S L A I . S I Z E D AS INDICATED.
- -- I I 1 I I I I I
' I I c:
La CONDUIT TERMINATED WITH A PLUGGED COUPLING. -4
SECOIDARY L IGHTNING ARRESTER ( L . A . 1
LIGHTNING A I R T E W I N A L . EXTEND 2 ' - O " ABOVE PROTECTED OBJECT
GROUND ROD 0
FACl L I TY GF(OUN0 GIRULE. NC>. \/O AWG BARE STUANPEP COPPER CABLE.
DOWN COUDUCTOR FROW A I R TEFIWINAL, N O . l / O A S . BARE STRANPEP c o P p ~ R CABLE. E X PL US ION PROOF SEAL R ~ T / N G in / con/ou/t RUA/
-F-
-+- 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 S E E N O T E 1 0 .
N O T E S \
HOLES SHALL NOT BE MADE I N COMPOZjiTE ARCH FOR INSTALLATION OF, ELECTRICAL V O R K . SEE NOTE 7 .
7 I
1 .
2.
3 .
4.
5 .
6 .
7 .
8 .
9 .
10.
\ \ .
12.
r 1 THE CONDUIT SYSTEM ON THE F O N T OF STRUCTURE I S TO HAVE SUPPOUTS SPACED NOT MOUE THAN 8 ' - O " SUPPORTS oc1 EACH SIDE OF COWSTRUCTIOW JOINTS SHALL m)T EXCEED 5 ' -0".
RUNNING THREAD COUPLING CONNECTl(mS ARE HOT PERMITTED FOR THE R I G I D CONDUI T SYSTEMS.
FOR THE 120/2W VOLT, SINGLE PHASE, 3- WIRE S E R V I C E , P R O V \ D € A 2" EMPTY CONDUIT 2 ' - 0 " PLUGGED COUPLI MG NOT LESS THAN 5 ' -0" POLE BY GOVERNMENT S H A L L BE IGOT L E S S T H A N 50 F E E T T U R E A N D S H A L L I N C L U D F A S E R V I C E E N T R A N C E S W I T C H . A L S O . A P R O P E R L Y 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.
BELOW F I N I S H E D GRADE AND TERMINATE WITH A BEYOND PAVED A R E A . SERVICE
FROM T H E S T R U C -
( 0 - 3 2 ~ 5 / 8 I' LOMG TML S7L ROO
- 10-32 SPRING NUT
\
S E C T I O N
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.
B t L O k PROVIDf A 2" C O N D U I T W I T H P U L L W I R E , 2 ' - 0 " F I N I S H E D G R A D E FOR IDS 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 T H A N 5 ' - 0 " B E Y O N D P A V E D A R E A .
C A P 1-2" d 2- I" COMDUITS 1 ' - 0" ABOVE FINISHED, GRAPE AN6 RESERVE
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 . E X T E N D 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 .
. C T 1 6 N 10- IDT.
DETAIL NO SCALE
7 2" 12 - '/2" c
1 I / e Y 1 2 - " i c POWER PANEL SEE SCHCMAT I C
GRAPHIC SCALES
C A P OCVOND- PAVED AREA
FLOOR SL I" EMPTY I D 5 CONDUIT W€XTk4EERPRoOF, 2-POLE 123/240 V, 0-175 VQLT LIGHTNING ARRESTER A 8 O v C FINI%HCO
GRAOE AND RESERVE FOR CONNECTION CAP B E V O W 0 TO TELEPH@NL: CA6LE CABINET PAVED AREA
-2" EMPTY CONDUIT ELEVATION NOT 7 0 SCALE 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
CHECK GRAPHIC SCALES BEFORE USING I I
DEPARTMENT OF THE NAVY 1 N A V A L FAC I L I T I ES ENG I NEER I NG COMMAND ALEXANDRiA. VA. 22332 200 STOVALL STREET
~
STANDARD EARTH- COVERED OVAL COMPGSITE ARCH MAGAZINE
ELECTRICAL LI PLAN AND SECTIONS
I SUPV DLJ CH ENGR DL I
I
a
5 4 3 2 1 8 7 6
\
F--+
* I I
SITING PLAN - Nor Y O s a z
I CONNECTED L O A O PER UWIT I . r
, .
I I- I NOT LESS THAN \ HEAD WALL
- APRON
€3'' c L RY PtPC '2'4''
i L O NC - COMPRESS \ ON UNIT T
H
A
8
ON PLAN
*I10 A W G S A K E STI?AnlVEV i' COPPER CABLE TO SE3'JNP GIRDLE
DE TAIL ELDED STU ETA l L
SINGL,E GANG GASKETED, CAST M E T A L COVER W\TH R E D JEWEL AND PILOT LIGHT RECEPTACLE. CONNECT YO IND\CATE W H E ~ INTERIOR LIGHT^ Ai?E ON.
S\NGLE GANG WEATHER RES\STANT COVER fl -WITH GASKETED SPRING DOOR COMPLETE
UGHTIIVG PANELBOARD
SCHEMATIC
d SINGLE POLE, 2 0 A M F 120 VOLT A .C . SWITCH. (FOR INTE-RIOR LIGMT5)
20 A M P , 125 VOLT GROUNDIMG TVPE, SINGLE RECEPTACLE.
$-I--- ---GASKETED CAST METAL COVER IN~TALLNOT GREATE THAN 18" FROM CO SUPPORT
200 WATT FIX
TO \USIDE OF STR U CTUR E
n W T E S : 1 . REFER TO %LET 8 FOR NOTES AWu LEGEND.
DETAIL m SECTION {A\ /--i
- DETAIL f 4 \I CHECK GRF1PHIC -- SCALES BEFORE USING -- w Nm TO S C U I E DEPARTMENT OF THE NAVY
NAVAL FACILITIES ENGINEERING COMMAND
STANDARD
EARTH-COVERED O V A L COMPOSITE ARCH M A G A Z I N E
200 STOVALL STREET A L E X A N D R I A , V A . 22332
ELECTRICAL DETAILS
",.'-
_SIZE ICODE IDENT. NO.1 NAvFAC DRArJlNG NO.
1404398 F 1 80091 I I CONSTR. CONTR. NO.
6 7 6 - L J 4 3 1 -I
L
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