1588748spc2of2.pdf

WORK ORDER NO.

At the

PREPARED BY:

Architectural: Mechanical:

Civil: Electrical:

Structural:

APPROVED BY:

Specifications:

For Commander, NAVFAC:

Date:

Submitted By: Date:

UNCLASSIFIED/FOR OFFICIAL USE ONLY

Help Note All fields can be edited. If you have trouble selecting a field, either use the tab key or click "highlight fields" in Acrobat 7. Fields that are not needed can be selected and deleted. Tool tips with "additional field" can be deleted or changed. The contract number can also be deleted or changed.

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 45 25 QUALITY ASSURANCE (TITLE II)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs)

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 50 15 CIVIL WORKS FABRICATIONS

05 52 00 METAL RAILINGS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 41 13 METAL ROOF PANELS

07 60 00 FLASHING AND SHEET METAL

DIVISION 08 - OPENINGS

08 13 73 SLIDING METAL DOORS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 53 TRAFFIC SIGNAGE

DIVISION 11 - EQUIPMENT

11 13 19.13 LOADING DOCK LEVELERS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS

26 13 01 PAD-MOUNTED DEAD-FRONT AIR INSULATED SWITCHGEAR

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 27 14.00 20 ELECTRICITY METERING

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

DIVISION 31 - EARTHWORK

31 05 19 GEOTEXTILE

31 05 21 GEOGRID SOIL REINFORCEMENT

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 62 50 RIGID INCLUSION GROUND IMPROVEMENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 20 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

33 46 13 FOUNDATION DRAINAGE SYSTEM

33 46 16 SUBDRAINAGE PIPING

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

APPENDICES

APPENDIX 1 - HAZARDOUS MATERIALS SURVEY REPORTS

PART A: FINAL SUBMITTAL, HAZARDOUS MATERIAL BUILDING

INSPECTION REPORT - [150 PAGES]

PART B: Historical Asbestos Inspection Reports (Weston 1991) - [272 pages]

APPENDIX 2 - HISTORICAL REFERENCE DRAWINGS (54 pages plus index) (see separate file 1588748spc2of2.pdf)

-- End of Project Table of Contents --

NMC Ordnance Facilities Recapitalization, Phase 1 1588748

THIS PAGE INTENTIONALLY LEFT BLANK

APPENDIX 2 – HISTORICAL REFERENCE DRAWINGS

(consists of 54 drawings and images) stephen.castiglioni Placed Image andrew.t.young3 Text Box

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WETLANDS MAP

NATURAL RESOURCES (EV22)

NAVY REGION, MID-ATLANTIC

Legend Wetlands (linear) Wetlands (polygonal) Installation Building Structure National Wetland Inventory areas (for planning purposes only) Completed Wetlands Inventory

This map is generated from data contained in the CNRMA GeoReadiness Center (GRC). The information contained in

CNRMA GRC is not to be construed or used as a "legal description" nor is it survey grade. Plans and maps from this database are believed to be accurate but accuracy is not guaranteed and the burden for determining accuracy, completeness, and appropriateness for use rests solely on the user accessing this information. The user acknowledges and accepts all inherent limitations of this maps and data, including the fact that they are dynamic and in a constant state of maintenance, correction, and revision. Data owners should be consulted if field verification or additional information is needed.

This material is For Official Use Only.

Reproduction, distribution, publication, or exhibition of this data is strictly prohibited without the written consent of the CNMRA Environmental business line.

map created by K. Dean Wright, NAVFAC MIDLANT EV42

GIS Coordinator

NAVAL WEAPONS

STATION YORKTOWN

(N69212)

Print Date: April 02, 2015

0 270 540 810 1,080135 Meters

Environmental Business Line, Mid-Atlantic Region

Coordinate System: WGS 1984 UTM Zone 18N Projection: Transverse Mercator Datum: WGS 1984

0 910 1,820 2,730 3,640455 Feet stephen.castiglioni Placed Image stephen.castiglioni Placed Image andrew.t.young3 Line andrew.t.young3 Text Box Abandoned asphalt parking area

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GENERAL NOTES

MATERIALS AND CONSTRUCT=

1. A L L CONCRETE SHALL .HAVE A M IN IMUM COMPRESSIVE STRENGTH @F f ' c = 4,000 P S I

A T 28 DAYS.

2. A L L REINFORCING BARS SHALL CONFORM TO THE S P E C I F I C A T I O N FOR DEFORMED B I L L E T

S T E E L BARS FOR CONCRETE REINFORCEM ES IGNAT ION A 6 1 5 , GRADE 60.

3. CONCRETE AGGREGATE SHALL HAVE A MA IMUM S I Z E OF 1 INCH.

4. A L L REINFORCING BARS SHALL BE CONTINUO

OTHERWISE SHOWN ON THE DRAWINGS.

EXCEPT AS NOTED, A L L CONCYETE CONSTRUC

THE LATEST 'STANDARDS OF THE MANUAL OF STANDAR

REINFORCED CONCRETE STRUCTURES ( A C I 315), AND

FOR REINFORCED CONCRETE ( A C I 318).

EXCEPT FOR WELDED WIRE FABRIC, NO WELDING OF

PERMITTED UNLESS I N D I C A T E C ON DRAWINGS.

7 . A L L STRUCTURAL STEEL, METJE. DOGRS, EQUIPMENT,

GROUND BUSES WITH #2 COPPER GROUfiD CABLE.

8. STRUCTURAL STEEL SHAPES SHALL CONFORM TO THE

CARBON STEEL, ASTM DESIGNATION A36 .

5.

5. BARS SHALL BE

I

9. A L L STRUCTURAL STEEL PLATES SHALL CONFORM TO

CARBON STEEL SHEET AND S T R I P , STRIJCTURAL Ql@

10. METAL ROOFING, S I D I N G , AND FLASHINGS SHALL C

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THE DESIGN OF L I G H T GAUGE COLD-FORMED STRUCTURAL S T MEMBERS, LATEST

E D I T I O N .

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11. F A B R I C A T I O N AND ERECTION OF STRUCTURAL STEEL QHALL CONFORM TO THE S P E C I F I C A-

TIONS FOR THE DESIGN, FABRICATION AND ERECTIO~ OF STRUCTURAL STEEL FOR

BUILD INGS, LATEST E D I T I O N .

12, WELDING FOR STRUCTURAL STEEL. S H A L L CONFORM TO THF STRUCTURAL WELDING CODE, AWS D 1 . l , LATEST E D I T I O N .

BOLTS, NUTS AND WASHERS SHALL CONFORM TO THE S P E C I F I C A T I O N FOR LOW CARBON STEEL THREADED STANDARD FASTENERS, ASTM DESIGNAT ION A 3 0 7 , GRADE A, AND H I G H STRENGTH BOLTS FOR STRUCTURAL STEEL J O I N T S , ASTM DESIGNAT ION A 3 2 5 . A L L

BOLTS SHALL HAVE THREADS EXCLUDED FROM THE SHEAR PLANE.

A L L STRUCTURAL STEEL SHALL BE CLEANED AND PA INTED I N ACCORDANCE WITH THE

PROCEDURES G I V E N I N NOTES ON SHEET S-9,

13.

14.

I I I 1 l i

6 1

15. TOP 12 INCHES OF SUBGRAGE SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY

I N ACCORDANCE WITH ASTM STANDARD D 1 5 5 7 .

16. UNLESS NOTED ON DRAWINGS, S P L I C E LENGTH OF REINFORCING BARS S H A L L BE I N ACCORDANCE WITH THE REQUIREMENTS OF ACT 318 ( L A T E S T E D I T I O N ) FOR CLASS

C SPL ICES .

FOR F I L L E T WELD S I Z E S NOT SHOWN ON D.RAWINGS, PROVIDE M IN IMUM S I Z E F I L L E T WELDS I N ACCORDANCE WITH WEI.DING CODE AWS D l . 1 , LATEST E D I T I O N .

17.

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18. UNLESS SHOWN OTHERWISE, A L L RE1 NG BAR HOOKIS

I N ACCORDANCE WITH B U I L D I N G CODE REQUIREMENTS FOR REINFORCED CONCRETE

A C I 313, LATEST E D I T I O N .

19. A- SEiii;!

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SH. NO.

S O I L DATA

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WING WALLS - 0.3

D. ASSUMED CCEF. OF F R I C T I O N (CONC. ON W l L ) - 0.50

II

DESIGN LOADS

STATIC LOADS:

A. ROOF DEAD LOAD (lb FT. EARTH FILL +6" GRAVEL) - 200 P S F

B. FLOOR L I V E LOAD - 2,000 P S F

C. PLATFORM AND RAMP L I V E LOAD - 1,000 P S F

D. ROOF L I V E LOAD - 100 PSF

SEISMIC LOAD:

ADEQUATE FOR S E I S M I C LOADS INDUCED BY EARTHQUAKE MOTIONS U P TO ZONE 4.

BLAST LOAO:

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350,000 L B S AS FOLLOWS: '

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DONOR MAGAZINE LOCATED AT 2w113 TO THE REAR OF THE ACCEPTOR

DONOR MAGAZINE LOCATED AT 2w113 TO THE FRONT OF THE ACCEPTOR

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IN LIEU OF SUBSURFACE DRAINAGE SYSTEM (GRANULAR FILL, FILTER

FABRIC, PERFORATED DRAIN) AND THE PROTECTION BOARD FOR THE

CONTINUOUS MEMBRANE WATERPROOFING INDICATED, THE

CONTRACTOR MAY PROVIDE THE OPTIONAL SUBDRAINAGE SYSTEM

CONSISTING OF PERFORATED DRAIN AND GRANULAR FILL,

WATERPROOFING MEMBRANE, PREFABRICATED DRAINAGE BOARD OR

MAT, AND FILTER FABRIC.

THE WATERPROOFING MEMBRANE IF REQUIRED BY THE MEMBRANE

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LOCATION, GRADES, AND MATERIALS SHOWN FOR DOWNSLOPE PIPING

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LISTED BELOW ARE ACCEPTABLE FOR USE. A COMPLETE SET OF SHOP

DRAWINGS, ALONG WITH THE MANUFACTURERS PRODUCT LITERATURE,

THICKNESS CALCULATIONS, AND INSTALLATION INSTRUCTIONS SHALL BE

SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL:

GEOFAB BY

ENKADRAI N BY AMERICAN ENKA CO.

STRIPDRAIN BY

MI RAD RAI N BY MlRAFl INC.

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AhICtLES DEPRESSED AT DOOR C+'EtJINCI C7

SEE SECT.

R. A. 11-2-88 N,D A D I ME N 5. .) W EL P5, AN L cl OR5, N OP E5 I PREP'D BY I DATE I APPROVEO I LfR I DESCRIPT ION

I I R E V I S I O N S . I AMMANN & WHITNEY

CQ NSULT ING ENG I NEE RS 1 NAVAL FACILITIES ENGINEERING COMMAND '

STANDARD DRAWING

BOX MAGAZINE TYPE 6:

SLIDING DOOR DETAILS

II-2-BB N.D I?. A. GENERAL PEVI5lOtd5 r~~ A

PREP'D BY DATE APPROVED DESCRIPTION LTR

REVISIONS I

L T R ~ DESCRIPTION I PREP'D BY I DATE I APPROVED

/6 . b , .

MEATCIER COVER

FQR DETAIL5 5 E E I ,,----- WEATUER COVER

I

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I I I I I k qr 6

BAR

i; 'A _ . . . , .

c 3'' ------CIRC. TUBE

€L. I I I / I I --- 32:

SL. 14'-6

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A <A DfTAIL 9 s 10 s 10 NTS

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R E V 1 S I O N S

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R. A- 11-2-88 N.W h NOTE5,5ECT MARK, WELD 5YM0OL

LTR DESCRIPTION PREP'D BY DATE APPROVED

R E V I S I O N S - .

T H E D R A W I N G IS 4 R E D U C T I O N ,

G R A P H I C S C A L E M U S T B E U S E D I " c

1/44' = 1 l -0" 5' --i 0 5'

AMMANN & WHITNEY

CO N S ULT I N G ENG I N E ERS NAVAL FACILITIES ENGINEERING COMMAND

VENTILATOR DETAILS I' I ' 2' 3' '

3/41' = 1 ' - 0" _o

6 I' 0 3" = 1 ' - 0"

PANEL SCHEDULE

1 i

\ m WA L MOUNTED 2 OW HIGH PRESSURE SODIUM MARINE b to TY E FLOODLIGH?.

J w E'I E-3 PANEL SCHEDULE

EQ U I P M ENT CKT, C O N D O ) L O A D

S I Z E IN KVA N 0, PANEL

I ---+

I

I I I ?

TOTAL CONNECYED L O A D 7 K V A .

LIGHTING FIXTURE SCHEDULE -1 I dnhi4

VATTS

F I X T U R E I N FOR MAT I0 N DESIGNATIQN

@ SYMBOL

' L A M P DATA PART < PLAN

SCALE; 1/8"= 1 ' - 0"

DESCRlPTt ON 10 LTAG E M T G, TNRRNT

MlTH 'CEXI B LE

:USHION

4ANCER

VATT S TYPE

H I G H

PRESS

;ODIUM

H I G H

PRESS

SODlUh

CIRCUIT BREAKiER WITH

GROUND FAULT INTERRUPTER I20 EXPLOSION PROOF HIGH

PRESSURE SODIUM FIXTURE WITH

INTEGRAL BALLASTj PRISMATIC *

GLASS GLOBE WITH GUARD)/"

F16ERGLASS REINFORCED

STANDARD DOME REFLECTOR.

GLASS GLOBE SHALL BE OF THE

HEAT AND IMPACT RESCSTANT

TYPE, FIXTURE SHALL BE

CORROSION- RESISTANT

I50

TEL TELEPHONE

FIRE ALARM

INTRUSION QETECTlON

FA

I D

JUNCTION BOX

NOT To 5 C A L t

N *T.5"

'RUNNIBN

TYPE

I

I20 MARINE FLOODLIGHT IN

ACCORDANCE WITH U L 595

SHALL BE CORROSlBN

RESISTANT AND HAVE AN

INTEGRAL BALLAST, THE. LENS

DOOR 5HALLCONTAlN A HEAT

AND IMPACT RESISTANT GLASS

AND BE WEATHERPROOF

SEALED,THE L A M P HOLDER

SHALL BE SHOCK WEESOSTANT,

FIXTURE SHALL HAVE

INTEGRALLY MOUNT€D PHOTO

ELIECTRIC CONTROL. FIXTURE

SHALL BE CAPABLE OF BEING

AIMED 90VN BOTH

DlRECTIONS FROM THE VERTlCAL AND/OR

HORIZONTAL PLANES, PIX#@

SHALL c-ra;\/ts A 4LI4teTz

4 qiC0NDUlT FOR 3@, &We, 480VI,POWER SUPPLY" . I THE MlNlNLJM SIZE WIRE SHALL BE a10 IF THE DIST%+JCE FROM PANELBOARD PI To TI- E 5ITE

50URCE OF POWER 15 N O MORE T H A N I5OFT..WIR€

SIZES FOR DISTANCE5 OF MORE THAN 150 FTZiHALL

RF SITE ADAPTED,

DESCRIPTION PREP'D BY DATE APPROVED LTR

R E V I S I O N S

* THE \NGLUSIO\\S 0

AND/OR PHOTO

ET€RM\NEP

ITE LI

AUXILIARY LAMP

TROL SHALL BE

QICTIQN AT EACH

POWER SUPFLY DIAGRAM

&UP FROM MAIN GRID.

RUN ABOVETOP OF

CEOLING IN EAKTH - BURIED (WPIWL) 3. A L L METAL EQUIPMENT A N D PARTS IN THE

BUILDING SHALL BE BONDED TO GROUND 6US.

WITH *G AWG BAR€ COPPER GROUND

CABLE MINIMUM,

4. ALL BOUNDING CONNECTIONS SHALL et MADE

I

I COPPER B U S

(TYP. - 4 P L A C E S )

Yl/O INSUL,GREEN GROUND CABLE !fd COMDUiT RUN THRU

WATERTIGHT SLEEVE IN CEILING

DOWN TO BUS 0AQ, WELD

CABLETO BUS

*Z/O BC CABLE

IN E A R T ~

RUN ABOVE

CEILING BURIED . .

7.

t3

'MUST 6E SITE ADAPTED,

5 E E iJ #6 B.C. CABLE PERMANENT I[ CONNECTION (TYRf--, Y N O T E V @

- - -3-i

\ LWEATHER PROOF TAKF-UP

REELAND CABLE MTD.

I .

LRETf?ACTABLE REEL TYPE WELD CABLE CONNECTOR

TO METAL PORTION OF

DOOR (TYPlCAL) GROUND CABLE CWP.)

/ / I

-c- BARE COPPER GROUND CAB

GROUND ROD 3/4" X I O ' L G 0

COPPER GROUND BUS BAR 7 7 -

m GROUND CABLE TAKE UP R E E L , . .

'EXOTHERMIC, WELD, -&-

B, C, BARE COPPER

I

LTR . - EESCRlPTlON PREP'D eY' DATE APPROVEE

I ' I R E V 1 S I O N S

LTR DESCRIPTION PREP'D BY DATE APPROVED

5"X5"X5" CAST IRON JUNCTION BOX

WP WATERTIGHT NEMA 4 ASKETED WITH

OVERLAPPING COVER % 5. , SCREWS,

PROVIDE BOSSES ON S l E S E!, COVER

FOR DRILLING G( TAPPING,

!i

I Y' /

MARINE FLOODLIGHT IN A CORROSION

RESISTANT ALUM. ALLOY HOUSING TRUNNION

TYPE.THE LENS I S TEMPERED GLASS

SEALED 4 THE LAMP IS SUPPORTED BY

A SHOCK RESISTANT HOLDER.

AIMING CAPABILITY IS 90°

I N ALL DIRECTIONS..

t. --450

B t OG. WALL2

CAST OUTLET RECESS. BOX

WITH WP COVER----

STANDARD L8"X 6" X l/2" ANGLE 13'' LO'NG 5HAU.- k ? f I LIQUID T1dji-k b = L W + l

TO J B. ON WALL. LOCATE TO

TROLLEY WHEELS

MOUNTED UNOER THE

CONTINUOUS ANGLE

SUPPORT AND AS SHOWN DISCONNECT S W l T C

P W P SUPPLY

FROM PNL PI

DOOR O P f R A T OR

ON D E T A I L '6'.

AN8 SUPPOh UNDER Sf UCT. ANGLE, USE 5 - 1/2''@ $ 0 1 ~ 5

DRILL 5- s/ ''4 MOLES

'3 " LB"X 8 " X I/ MOUNTING BRACKET

STRUCT. AN

SEE A R C H .

WATERTIGHT CORD

CONN ECTO R WI T H

NEOPRENE BUSHING

L

3/C R U B L O R D

I- 2" SLIPFITTER 1 A t 1

'i -l I --- 4 8 0 V g4lJs, I L S I E E L FLOOQLIGHT BRACKET 't3OLTEO 1 'w J

I 1 C O N T ROL T RANSFORME R ON WALL

RR.METAL SI co

ON

S W I T C H

& 3 / C RUB. C O R D TO FIXTURE

SEAL AROUND PIPE JUNCTION BOX - I ! s N - - WITH SILICON SEALANT

F L O O 0 LlCH T MOUNTING

BRACKET, ARM IS 14 IN, LONG

P L A N WEN

PL A T FOR M 1- K E Y

EXTERIOR FLOODLIGHT DETAIL

N,T. S

D ETAlL NtT.S6

SLIDING DOOR SCHEMATIC D I A G R A M

THQU THE W A L L GLASS

A SHOCK RIGID CONDUIT

TO LTG, PANEL I S 90°

TO PNL P I k 3%I2 4 I*l2 CNO - 3/4' C

J U N C ~ I O N BOX

MOUNTED ON W A COMB I NAT I 0 N

F I €3 ERG LASS

R E I N FO RC E D .

E F LECTO R POLYESTER R

<X I /Z"- l3l 'LONG

STRUCT. SEE OET.'C' ANGLE

M E T A L SIDING

LIMIT

SWITCH I PLATFORM

D O O R CONTROL

PUSH BUTT O N

S T A T I O N

INTERIOR EXPLOSION PROOF

LIGHTING FIXTURE MOUNTING DETAIL

N ,To S. EXTERIOR FLOODLIGHT - DETAIL N,T,S.

SLIDI-NG DOOR

WIRING INSTALLATION DIAGRAM

TYPICAL FOR DOOR#I, DOQRq2 AND D O O R N 3

. NAVAL FACILITIES ENGINEERING COMMAND

DEPARTMENT OF THE NAVY WASHINGTON. D

STANDARD DRAWING

BOX MAGAZINE TYPE C IF T H I S O R A W I N G IS A REOU'CTION

G R A P H I C S C A L E S M U S T 8 E U S E 0

.SCHEMATIC DIAGRAMS AND DETAILS 5' 5' 10' IS'

1/8" * l ' - Q " L. i.

CODE IDENT.NO. NAVFAC DRAWING NO.

'IZE F 1 80091 I 1404443 I E-2

ISHEET 14 OF I! S C A L E : A ~ ~ H w I SPEC. NFSS- M 4 3

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O N . y)

I. I I I

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W I - I I.----

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6.43 STEEL

CQUDUf a noon T R E N C H 7

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DESCRIPTION PREP'D BY DATE APPROVED LTR

R E V 1 S I O N S

. . *-, I J l

. * I , . r

Phase 1 PROJ_LOC: Naval Weapons Station Yorktown, Virginia

9324 Virginia Avenue Norfolk, VA 23511