P

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