7. Drawings - Appendix A.pdf

PDF 7 MB Posted Jun 27, 2024

Attached to: Custom Fabricated Gooseneck Trailers
Solicitation number: N6426724Q0236
Issued by: Department of the Navy Naval Sea Systems Command

About this file

Written by GovTribe AI · Jun 27, 2024

This document is a set of design drawings and specifications for a custom fabricated gooseneck trailer. The drawings depict the trailer's main structural components, mounting locations for equipment, welding details, and electrical power and lighting plans. Key details include:

The trailer is being designed by the Naval Surface Warfare Center, Corona Division on behalf of the Marine Corps Air Station in Yuma, Arizona. The overall scope of work includes designing the trailer, procuring the custom trailer, specifying and procuring the generator and environmental control unit, and integrating the ECU and generator onto the trailer. The drawings provide specifications for the trailer frame, mounting points, rock protection, electrical systems, and associated components. There are no specific response dates, award dates, or pricing terms provided in the documentation.

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7. Drawings - Appendix B.pdf	PDF	Jun 27, 2024
13. N6426724Q0236 - Combined Synopsis & Solicitation.pdf	PDF	Jun 27, 2024

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ISSUE DATE:

SWTTR YUMA, AZ

YUMA ITEG TRAILER

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATION

8-NOV-2022

WARFARE CENTERS

CORONA

C R

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WARFARE CENTERS

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UNCLASSIFIED - CUI

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FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:03PROJECTID_G-001.DWG

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SHEET LIST TABLE

SHEET NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 GENERAL INFORMATION

MECHANICAL

M-101

M-501 MAIN STRUCTURE 1

M-502 MAIN STRUCTURE 2

M-503 MAIN STRUCTURE 3

M-504 ROCK PROTECTION SHIELD MOUNTING

M-505 ROCK PROTECTION PLATE

M-506 GUSSET PLATE 1

M-507 GUSSET PLATE 2

M-508 CABINET MOUNTING BRACKETS 1

M-509 CABINET MOUNTING BRACKETS 2

M-510 ISOLATOR SUPPORTS

M-511 ANTENNA MOUNT

M-512 ISOLATOR ADAPTERS

M-513 SPARE TIRE FRONT

M-514 WELDING DETAILS 1

M-515 WELDING DETAILS 2

M-516 WELDING DETAILS 3

M-517

TONGUE CABINETM-518

CABLE CABINETM-519

DUCT CABINET

M-521

MOUNT LOCATION 1M-522

MOUNT LOCATION 2

ELECTRICAL

E-102 ELECTRICAL TRAILER POWER PLAN

E-601 PANEL SCHEDULE AND SINGLE LINE

DRAWING

G-003 NOTES

E-101 ELECTRICAL POWER PLAN

E-501 ELECTRICAL DETAIL

TRAILER COMPONENT LOCATION

M-520

CABLE TRAY

M-102 TRAILER BILL OF MATERIAL

E-502 ELECTRICAL DETAIL

M-523

M-524 MOUNT LOCATION 3

WELDING DETAILS 4

ABBREVIATIONS

SPONSOR

PMA 205, SRAM

ATTN:

NAVAL AIR SYSTEMS COMMAND HQ

47123 BUSE RD UNIT IPT, STE 539

PATUXENT RIVER MD 20670-1547

NSWC RS30

NAVAL SURFACE WARFARE CENTER, CORONA DIVISION

DIVISION HEAD

ATTN:

1999 FOURTH STREET

NORCO, CA 92860

(OFFICE)

NAVAL SURFACE WARFARE CENTER, CORONA DIVISION

BRANCH HEAD

ATTN:

1999 FOURTH STREET

NORCO, CA 92860

(OFFICE)

PROJECT MANAGER

NAVAL SURFACE WARFARE CENTER, CORONA DIVISION

ATTN:

1999 FOURTH STREET

NORCO, CA 92860

(OFFICE)

ELECTRICAL ENGINEER OF RECORD

NAVAL SURFACE WARFARE CENTER, CORONA DIVISION

ATTN:

1999 FOURTH STREET

NORCO, CA 92860

MECHANICAL ENGINEER OF RECORD

NAVAL SURFACE WARFARE CENTER, CORONA DIVISION

ATTN:

1999 FOURTH STREET

NORCO, CA 92860

SYMBOLS AND LINETYPES

DISCLAIMER

INFORMATION SHOWN IN THESE DRAWINGS DEPICT CONDITIONS AT THE

TIME OF LAST INSPECTION, AND DO NOT REFLECT ANY CHANGES SINCE

THAT TIME.

THROUGHOUT THE PROJECT DURATION, DRAWINGS ARE SUBJECT TO

CHANGE. RECORD FILES ARE CAD MAINTAINED AND ALL CHANGES SHALL

BE DIRECTED TO THE PROJECT MANAGER AND/OR PROJECT ENGINEER IN

THE RANGE SYSTEMS (RS) ENGINEERING DEPARTMENT AT THE NAVAL

SURFACE WARFARE CENTER, CORONA DIVISION (NSWC CORONA).

NSWC CORONA WILL NOT BE RESPONSIBLE FOR ANY MODIFICATIONS ONCE

THE ELECTRONIC COPY HAS BEEN RELEASED AS A FINAL DELIVERY TO THE

PROJECT SPONSOR. THE DRAWINGS WILL BE OWNED, UPDATED, AND

MAINTAINED BY THE SPONSOR.

A AMPS

AB AGGREGATE BASE

ABS ABSORBING

AC ALTERNATING CURRENT / ASPHALT CONCRETE

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

ANC ANCHOR BOLT

APPROX APPROXIMATE

ASTM AMERICAN SOCIETY OF INTERNATIONAL

ASSOCIATION FOR TESTING AND MATERIALS

ATM ATMOSPHERE

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAGE

BATT BATTERY

BC BASE COURSE

BET BUILDING ENTRANCE TERMINAL

BKBD BACKBOARD

BLK BLOCK

BLKG BLOCKING

BLDG BUILDING

BM BEAM

BMP BEST MANAGEMENT PRACTICES

BOD BOTTOM OF DECK

BP BASE PLATE

BRG BEARING

BOT BOTTOM

C CHANNEL/CONDUIT

CAB CABINET

CAD COMPUTER-AIDED DESIGN

CF CUBIT FOOT

CG CENTER OF GRAVITY

CJP COMPLETE JOINT PENETRATION

CKT CIRCUIT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COAX COAXIAL CABLE

COMM COMMUNICAITONS

CONC CONCRETE

CONN CONNECTION

COL COLUMN

CONT CONTINUOUS

CP CONTROL POINT

CPT CONTROL POWER TRANSFORMER

CT CURRENT TRANSFORMER

CU COPPER

CU YD CUBIC YARDS

DET DETAIL

DC DIRECT CURRENT

DI DIEONIZED

DIA DIAMETER

DIAG DIAGONAL

DIMS DIMENSIONS

DO DITTO

DWG DRAWING

DWLS DOWELS

E EAST

EA EACH

ECM ELECTRICAL COMBINATION MODULE

EDM ELECTRICAL DISTRIBUTION MODULE

EG EXISTING GRADE

EGB EQUIPMENT GROUND BAR

EL ELEVATION - GRADE OR BUILDING

ELEC ELECTRIC

ELEV ELEVATION

EMT ELECTRICAL METALLIC TUBING

EQ EQUAL

EQUIP EQUIPMENT

ES ENERGY SAVER

EW EACH WAY

EXST EXISTING

FDN FOUNDATION

FF FAR FACE

FG FINAL GRADE

FH FIRE HYDRANT

FIN FINISHED

FL FLOW LINE

FLEX FLEXIBLE

FLR FLOOR

FOUO FOR OFFICIAL USE ONLY

FS FAR SIDE

FTG FOOTING

G GROUND

GA GAGE

GAL GALLON

GALV GALVANIZED

GBAR GROUIND BAR

GC GENERAL CONTRACTOR

GEC GROUNDING ELECTRODE CONDUCTOR

GEN GENERAL

GF GROUND FAULT

GFEP GROUND FAULT EQUIPMENT PROTECTION

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GLB GLUE LAMINATED BEAM

GND GROUND

HDPE HIGH DENSITY POLYETHYLENE

HGT HEIGHT

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HSS HOLLOW STRUCTURAL STEEL

HZ HERTZ

ID INSIDE DIAMETER

IEEE INSTITUTE FOR ELECTRICAL & ELECTRONIC ENGR.

IN INCHES

INCL INCLUDE OR INCLUDED

IOM INPUT OUTPUT MODULE

ISC SHORT CIRCUIT MODULE

ISS INTEGRATED STEEL SKID

J-BOX JUNCTION BOX

K KIPS / KILO

KA KILOAMPERE

KIAC KILOAMPERE INTERRUPTING CAPACITY

KVA KILOVOLT AMPERES

KW KILOWATTS

LBS POUNDS

LG LONG

LGTH LENGTH

LONG LONGITUDINAL

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LREC LOW EMISSION RENEWABLE CREDIT

LSIG LONG, SHORT, INSTANTANEOUS, GROUND FAULT

MA MILLIAMPERES

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MDF MAIN DISTRIBUTION FRAME

MDP MAIN DISTRIBUTION PANEL

MDPE MEDIUM DENSITY POLYETHYLENE

MECH MECHANICAL

MFR MANUFACTURER

MGB MAIN GROUND BAR

MIN MINIMUM

MISC MISCELLANEOUS

MM MULTI-MODE FIBER OPTIC CABLE

MMBTU MILLION BRITISH THERMAL UNITS

MNPT MALE NATIONAL PIPE THREAD

MTL METAL

MW MEGAWATTS

N NEW / NORTHING

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NF NEAR FACE

NFPA NATIONAL FIRE PROTECTION AGENCY

NIPR NON-CLASSIFIED INTERNET

PROTOCOL ROUTER NETWORK

NMCI NAVY MARINE CORP INTRANET

NO NUMBER

NOM NORMAL

NTE NOT TO EXCEED

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

ORG ORIGINAL

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMIN.

P POLE

PERP PERPENDICULAR

PEX CROSS-LINED POLYETHYLENE

PCF POUND PER CUBIC FOOT

PCI POUND PER CUBIC INCH

PH PHASE

PL PLATE

PLYWD PLYWOOD

PNL PANEL

POE POINT OF ENTRY

PROP PROPOSED

PROJ PROJECT

PSF POUND PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH GAGE

PT POST-TENSIONED

PVC POLYVINYL CHLORIDE

PVM POWER MODULE

QDC QUICK DISCONNECT

QTR QUARTER

R RADIUS

RECEPT RECEPTICAL

REINF REINFORCED OR REINFORCING

REQ REQUIRED

REV REVISED OR REVISION

RF ROOF

RM ROOM

RMC RIGID METAL ASSEMBLY

R/W RIGHT OF WAY

SC SLIP CRITICAL

SCH SCHEDULE

SD STORMDRAIN

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SIPR SECRET INTERNET

PROTOCOL ROUTER NETWORK

SK SKETCH

SM SINGLE MODE FIBER OPTIC CABLE

SMAW SHIELDED METAL ARC WELDING

SOG SLAB-ON-GRADE

SPD SURGE PROTECTION DEVICE

SQ YD SQUARE YARD

SS STAINLESS STEEL / SANITARY SEWER

SSH SHORT SLOTTED HOLE

STIFF STIFFENER

STIR STIRRUP

STL STEEL

SWBD SWITCHBOARD

SWPPP STORM WATER POLLUTION PREVENTION PLAN

SYMM SYMMETRICAL

TBD TO BE DETERMINED

TEL TELEPHONE

TELCOM TELECOMMUNICATIONS

THK THICK

THHN THERMOPLASTIC HIGH HEAT-RESISTANT NYLON COATED

THRU THROUGH

TOC TOP OF CONCRETE

TOF TOP OF FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOT TOTAL

TOW TOP OF WALL

TRANSV TRANSVERSE

TYP TYPICAL

UBC UNIFORM BUILDING CODE

UG UNDERGROUND

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

UPM UNITERRUPTIBLE POWER MODULE

UPS UNINTERRUPTED POWER SUPPLY

V VOLTS

VAC VOLTS (AC)

VDC VOLTS (DC)

VF VERIFY IN FIELD

VOL VOLUME

W WIRE

W/ WITH

WWF WELDED WIRE FABRIC

WF WIDE FLANGE

WP WORK POINT

XFMR TRANSFORMER

& AND

@ AT

RELEVANT CODES AND STANDARDS

THE WORK SHALL CONFORM TO THE MOST RECENT APPROVED ADOPTED EDITION OF THE FEDERAL, STATE, COUNTY, CITY, LOCAL AND OSHA CODES AND STANDARDS AS SUPPLEMENTED OR AMENDED.

IN THE EVENT OF A CONFLICT BETWEEN DRAWINGS, WRITTEN SPECIFICATIONS, AND/OR REFERENCED STANDARDS, THE

MOST STRINGENT SHALL GOVERN.

SCOPE OF WORK

NSWC, CORONA

IN ACCORDANCE WITH THE APPROVED DESIGN DRAWINGS AS SHOWN HEREIN - NSWC CORONA'S OVERALL SCOPE OF

WORK INCLUDES -

1. DESIGN TRAILER

2. PROCURE CUSTOM TRAILER

3. SPECIFY AND PROCURE GENERATOR AND ECU

4. INTEGRATE ECU, GENERATOR ON CUSTOM TRAILER

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FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:05G-002 GENERAL INFORMATION.DWG

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PREPARED BY

NAVAL SURFACE WARFARE CENTER (NSWC) CORONA DIVISION

DEVELOPMENT ENGINEERING (RS30)

P.O. BOX 5000

CORONA, CA 92878-5000

THIS PROJECT WAS DESIGNED BY NAVAL SURFACE WARFARE CENTER, CORONA OF THE NAVAL SEA SYSTEMS COMMAND (NAVSEA). THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

REQUIRED BY USACE DOCUMENT ER 1110-1-8152

PROJECT DESCRIPTION

THIS PROJECT IS THE INSTALLATION OF A CUSTOM RUGGED INTEGRATED TRAILER, ENVIRONMENTAL CONTROL UNIT, GENERATOR, FUEL TANK FOR USE AT

MARINE CORPS AIR STATION, YUMA.

PROJECT TEAM

GENERAL NOTES

(NOTE: THE TERM "CONTRACTOR" OR "CONTRACTORS" AS USED IN THESE GENERAL NOTES SHALL REFER TO THE PRIME CONTRACTOR)

1. THE CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF FEDERAL, STATE, COUNTY, CITY, LOCAL AND OSHA

STANDARDS, APPROVED DRAWINGS AND PROJECT WORK SPECIFICATIONS.

2. CONTRACTOR SHALL KEEP AN ACCURATE SET OF AS-BUILT PLANS.

3. APPROVED DRAWINGS AND PERMITS SHALL NOT BE CONSTRUED AS LICENSE TO CONSTRUCT WORK NOT CONFORMING TO THE GOVERNING CODES AND SHALL NOT

RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE GOVERNING CODES, PLANS, AND SPECIFICATIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, MATERIALS & QUANTITIES AS PART OF THE APPROVED DRAWINGS.

5. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS OF EXISTING PUBLIC AND PRIVATE UTILITIES AND SERVICES PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL CALL 811 FOR FIELD LOCATION OF EXISTING UTILITIES. NOTE THAT 811 ONLY LOCATES THOSE UTILITIES REGISTERED WITH THE SERVICES AND DOES

NOT LOCATE ALL UTILITIES.

6. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY THE ENGINEER, IN WRITING. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON

THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES.

7. THESE DRAWINGS DO NOT IMPLY TO SHOW ALL EXISTING UTILITIES. LOCATIONS AND SIZE OF EXISTING PUBLIC AND PRIVATE UTILITIES ARE FROM AVAILABLE RECORDS ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES AND FOR DAMAGES RESULTING FROM FAILURE TO DO SO.

8. THE CONTRACTOR SHALL PERFORM ALL WORK REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED PROJECT AND RELATED STRUCTURES TO BE CONSTRUCTED HEREUNDER AS NECESSARY TO MAKE A COMPLETE AND WORKING INSTALLATION, EXCEPT FOR WORK SPECIFICALLY EXCLUDED.

9. ALL PHASES OF THE PROJECT SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE APPROVED CONSTRUCTION DRAWINGS.

IF THERE IS ANY CONFLICT BETWEEN THIS DOCUMENT AND THE DRAWINGS, THE DRAWING(S) SHALL GOVERN AND THE GOVERNMENT SHALL BE NOTIFIED.

10. CONSTRUCTION WORK MAY NOT START UNTIL ALL REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY FEDERAL, STATE, OR LOCAL CODES AND/OR UTILITY SERVICE COMPANIES PRIOR TO START OF CONSTRUCTION.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL OF THE REQUIRED PERMITS (I.E. BUILDING & SAFETY, MECHANICAL, ELECTRICAL, PLUMBING, FIRE DEPARTMENT FEES, ADA, OSHA, ENVIRONMENTAL, CERTIFICATE OF OPERATION OR PERMIT TO OPERATE), AND ALL LICENSES AND TAXES AS REQUIRED FOR THE PROJECT, EXCEPT AS NOTED IN DRAWINGS, SPECIFICATIONS AND/OR CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING FOR ALL REQUIRED INSPECTIONS AT THE APPROPRIATE STAGES OF CONSTRUCTION. IF ANY OF THE CONTRACTOR'S WORK FAILS ANY INSPECTION, THE CONTRACTOR SHALL TAKE THE APPROPRIATE MEASURES TO CORRECT DEFICIENCIES AT NO EXPENSE TO GOVERNMENT.

12. APPROVAL OF THESE PLANS BY THE GOVERNMENT, ITS SPONSORS OR AGENTS DOES NOT RELIEVE THE CONTRACTOR AND THEIR ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS OR REQUEST FOR INFORMATION SHALL BE PROMPTLY SUBMITTED TO THE GOVERNMENT FOR REVIEW AND APPROVAL.

13. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR.

14. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE GOVERNMENT ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND / OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE GOVERNMENT ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, PENALTIES AND THE LIKE RELATED TO SAME.

15. GOVERNMENT IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD GOVERNMENT HARMLESS FOR ALL INJURIES AND DAMAGES THAT GOVERNMENT EMPLOYEE SUFFERS AND COSTS THAT EMPLOYEE INCURS.

16. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR

REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME.

17. THE GOVERNMENT ENGINEER MAKES NO REPRESENTATION OF GUARANTEE REGARDING EARTHWORK QUANTITIES OR THAT THE EARTHWORK FOR THIS PROJECT SHALL BALANCE DUE TO THE VARYING FIELD CONDITIONS, CHANGING SOIL TYPES, ALLOWABLE CONSTRUCTION TOLERANCES, AND CONSTRUCTION METHODS THAT ARE

BEYOND THE CONTROL OF THE ENGINEER.

18. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CLARIFICATION CONSTITUTES AN EXPRESSION OF "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL'S KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE

AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED

CONTROLLED UNCLASSIFIED INFORMATION (CUI) DISTRIBUTION

CONTROLLED BY:

DOD, NAVAL SURFACE WARFARE CENTER, CORONA DIVISION

DEVELOPMENT ENGINEERING DIVISION, RS30

CUI CATEGORY:

CONTROLLED TECHNICAL INFORMATION (CTI)

DISTRIBUTION STATEMENT: DISTRIBUTION A: APPROVED FOR PUBLIC

RELEASE: DISTRIBUTION UNLIMITED

POC:

(RS30 DIVISION HEAD)

(OFFICE)

[E]

[P]

SHEET IDENTIFICATION

GRID COORDINATE

SHEET IDENTIFICATION

GRID COORDINATE

SHEET IDENTIFICATION

GRID COORDINATE

SHEET IDENTIFICATION

GRID COORDINATE

CONTROL POINT

CENTERLINE

PROPERTY LINE

IRREVERSIBLE CRIMP

TWO HOLE LUG

BREAKLINE

CENTERLINE

CONTOUR

FENCE LINE

ELECTRICAL PRIMARY

ELECTRICAL SECONDARY

PNEUMATIC AIR LINE

EXISTING

PROPOSED

DISCONNECT SWITCH

DUPLEX RECEPTACLE

L15-30R RECEPTACLE

HAND HOLE

STREET LIGHT

SURFACE MOUNTED PANELBOARD

POLE MOUNTED TRANSFORMER

GROUND ROD

HOME RUN

UTILITY POLE

TRUE NORTH

PLAN NORTH

X#X#

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FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:06G-004 ELECTRICAL NOTES.DWG

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MECHANICAL NOTES

1. MATERIAL: ALL TUBES, PLATE AND OTHER FABRICATED

PARTS SHALL BE MILD

2. STEEL AISI 1020 OR EQUIVALENT

3. REMOVE ALL BURS AND SHARP EDGES

4. DIMENSIONS APPLY BEFORE FINISH

5. WELD IN ACCORDANCE WITH AWS D1.1

6. FINISH

7. PRIMER IN ACCORDANCE WITH MIL-P-85582, TYPE I, CLASS

7.1. APPLY 2 COATS OF PAINT ON PRIMED SURFACE IN

ACCORDANCE WITH

7.2. MIL-PRF-85285, TYPE II, COLOR 23690 (TAN) IN

ACCORDANCE WITH FED-STD-595

8. DEPICTIONS OF THE GENERATOR AND ENVIRONMENTAL

CONTROL UNIT ARE FOR

9. REPRESENTATION PREPOSSESS. UNLESS OTHERWISE

SPECIFIED ALL DIMENSIONS ARE INCHES

10. TOLERANCES:

10.1. XX DECIMAL: ± .06

10.2. XXX DECIMAL: ±.010

10.3. ANGELS: ±30'

11. DO NOT SCALE THIS DRAWING

12. INTERPRET DRAWING IN ACCORDANCE WITH DOD-STD-100

13. FOR GENERAL SPECIFICATIONS FOR MANUFACTURE SEE

MIL-G-10944

14. ALL QUANTITIES GIVEN ARE FOR A SINGLE TRAILER

ASSEMBLY

15. ALL LOCKS SHALL USE THE SAME KEY

ELECTRICAL NOTES

1. GENERAL

2. VERIFICATION

CONTRACTOR SHALL PERFORM ALL VERIFICATION,

OBSERVATION, TESTS, AND EXAMINATION WORK PRIOR TO

THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE

ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A

WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER

LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND

DISCREPANCIES.

2.1. COMPLETE SYSTEMS

2.1.1. GENERAL: FURNISH AND INSTALL ALL MATERIALS AS

REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL

PARTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A

COMPLETE INSTALLATION, WHETHER SPECIFICALLY

INDICATED OR NOT. ALL SYSTEMS SHALL BE COMPLETELY

ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO

BE READY FOR OPERATION PRIOR TO OWNER'S

ACCEPTANCE.

2.1.2. DRAWINGS, PLANS AND DETAILS ARE DIAGRAMMATIC AND

DO NOT SHOW ALL INTERFERENCES AND CONDITIONS

VISIBLE AND/OR HIDDEN THAT MAY EXIST. THE

CONTRACTOR SHALL VISIT THE JOB SITE TO BECOME

FAMILIAR WITH CONDITIONS AND ASSUME RESPONSIBILITY

FOR CONDITIONS THEREOF, BEFORE BIDDING AND DURING

THE CONDUCT OF THE WORK.

2.2. CODES AND REGULATIONS

2.2.1. GENERAL: COMPLY WITH THE NATIONAL ELECTRIC CODE

(NEC 2014) AND ALL GOVERNING FEDERAL, STATE, AND

LOCAL LAWS, ORDINANCES, CODES, RULES, AND

REGULATIONS. WHERE THE CONTRACT DOCUMENTS

EXCEED THESE REQUIREMENTS, THE CONTRACT

DOCUMENTS SHALL GOVERN. IN NO CASE SHALL WORK BE

INSTALLED CONTRARY TO OR BELOW MINIMUM LEGAL

STANDARDS.

2.2.2. NON-COMPLIANCE: SHALL ANY WORK BE PERFORMED

WHICH IS FOUND NOT TO COMPLY WITH ANY OF THE ABOVE

CODES AND REGULATIONS, PROVIDE ALL WORK AND PAY

ALL COSTS NECESSARY TO CORRECT THE DEFICIENCIES.

2.2.3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS

AND ARRANGE FOR ALL REQUIRED INSPECTIONS IN

ACCORDANCE WITH STATE AND LOCAL GOVERNING

AUTHORITIES.

2.3. QUALITY ASSURANCE

2.3.1. WARRANTIES:

GENERAL: CONTRACTOR SHALL PROVIDE WARRANTIES FOR

ALL WORK AS STATED IN THE CONTRACT.

2.3.2. SUPPLY TWO (2) COPIES OF THE WARRANTIES

COUNTERSIGNED AND GUARANTEED BY THE CONTRACTOR

STATING THAT IMPERFECT SYSTEM OPERATION AND ALL

DEFECTS IN LABOR AND MATERIALS OF WORK SHALL BE

REPAIRED WITHOUT COST TO THE OWNER FOR A PERIOD

OF ONE YEAR FROM THE DATE OF SUBSTANTIAL

COMPLETION, AND STATING THAT ALL EQUIPMENT HAS

BEEN FULLY SERVICED AND LEFT IN PROPER OPERATING

CONDITION. ALSO GUARANTEE THAT ANY ADDITIONAL

SERVICING REQUIRED SHALL BE PROVIDED WITHOUT COST

DURING THE GUARANTEE PERIOD.

2.4. INSPECTIONS

2.4.1. GENERAL: DURING AND UPON COMPLETION OF THE WORK,

ARRANGE AND PAY ALL ASSOCIATED COSTS FOR

INSPECTIONS OF ALL ELECTRICAL WORK INSTALLED UNDER

THIS CONTRACT, IN ACCORDANCE WITH THE CONDITIONS

OF THE CONTRACT.

2.4.2. INSPECTIONS REQUIRED: AS PER THE LAWS AND

REGULATIONS OF THE LOCAL AND/ OR STATE AGENCIES

HAVING JURISDICTION AT THE PROJECT SITE.

2.4.3. INSPECTION AGENCY: APPROVED BY THE LOCAL AND/ OR

STATE AGENCIES HAVING JURISDICTION AT THE PROJECT

SITE.

2.4.4. CERTIFICATES: SUBMIT ALL REQUIRED INSPECTION

CERTIFICATES

2.5. DEFINITIONS

2.5.1. THE TERM "INDICATED" SHALL MEAN "AS SHOWN ON THE

CONTRACT DOCUMENTS, SPECIFICATIONS, DRAWINGS AND

RELATED ATTACHMENT(S)".

2.5.2. THE TERM "PROVIDE" SHALL MEAN "TO FURNISH, INSTALL

AND CONNECT COMPLETELY, AND MAKE OPERABLE".

2.5.3. THE TERM "REMOVE" SHALL MEAN "TO DISCONNECT

REMOVE AND LEGALLY DISPOSE OF BACK TO THE LAST

ACTIVE DEVICE, IN ACCORDANCE WITH LOCAL, STATE AND

FEDERAL REGULATIONS".

2.5.4. THE DEFINITION OF ELECTRICAL TERMS USED SHALL BE AS

DEFINED IN THE LATEST EDITION OF THE NATIONAL

ELECTRIC CODE (NEC).

2.5.5. THE TERM "SIZE" SHALL MEAN ONE OR MORE OF THE

FOLLOWING: "LENGTH, CURRENT AND VOLTAGE RATING,

NUMBER OF POLES, NEMA SIZE AND OTHER SIMILAR

ELECTRICAL CHARACTERISTICS".

2.6. COORDINATION

2.6.1. WRITTEN REQUESTS FOR APPROVAL FOR PLANNED

SHUTDOWNS OR INTERRUPTIONS OF OWNER'S EXISTING

SYSTEMS AND EQUIPMENT SHALL BE MADE 72 HOURS

PRIOR TO START OF REQUESTED SHUTDOWN PERIODS.

2.6.2. THE CONTRACTOR SHALL VERIFY ALL MANUFACTURERS

CATALOG NUMBERS WITH THE MANUFACTURER FOR

CURRENT CONFIGURATIONS AND FUNCTIONS.

2.6.3. BEFORE SELECTING MATERIAL AND EQUIPMENT TO BE

INSTALLED CHECK NEEDED SPACE FOR PLACEMENT,

CLEARANCES AND INTERCONNECTIONS, TO INSURE

SUITABILITY.

3. PRODUCTS

3.1. GENERAL

3.1.1. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN

PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF

THE BEST GRADE AND OF THE SAME MANUFACTURER

THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT.

MATERIALS SHALL BE LISTED AND APPROVED BY

UNDERWRITER'S LABORATORIES (U.L.) AND SHALL BEAR

THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH

APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF

ALL GOVERNING BODIES HAVING JURISDICTION AND SHALL

BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE

STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU.

3.1.2. COMMON ITEMS: WHERE MORE THAN ONE OF ANY SPECIFIC

ITEM IS REQUIRED, ALL SHALL BE OF THE SAME TYPE AND

MANUFACTURER.

3.1.3. UL LISTING: ALL ELECTRICAL MATERIALS AND EQUIPMENT

SHALL BE UNDERWRITERS' LABORATORIES (UL) LISTED AND

LABELED, WHERE UL STANDARDS AND LISTINGS EXIST FOR

SUCH MATERIALS OR EQUIPMENT.

3.2. RACEWAY SYSTEMS

3.2.1. RACEWAY SIZING: AS REQUIRED BY THE NEC (MINIMUM)

WITH OVERSIZED RACEWAYS AS INDICATED AND WHERE

REQUIRED FOR EASE OF PULLING CABLE. MINIMUM

CONDUIT SIZE: 1/2-INCH, UNLESS INDICATED OTHERWISE.

3.2.2. RACEWAY TYPES: RIGID GALVANIZED STEEL CONDUIT,

ELECTRICAL METALLIC TUBING (EMT), FLEXIBLE STEEL

CONDUIT, LIQUID-TIGHT FLEXIBLE STEEL CONDUIT AND

SCHEDULE 40 HEAVYWALL AND SCHEDULE 80

EXTRA-HEAVYWALL RIGID NON-METALLIC (PVC) CONDUIT,

CONFORMING TO APPLICABLE ANSI, NEMA AND UL

STANDARDS.

3.2.3. FITTINGS: ALL RACEWAY FITTINGS (EXCEPT FOR RIGID

NON-METALLIC CONDUIT) TO BE STEEL OR MALLEABLE

IRON. AND UL-LISTED FOR THE INTENDED APPLICATION.

EMT FITTINGS TO BE COMPRESSION TYPE.

3.2.4. PULL AND JUNCTION BOXES, AND WIREWAYS: USE AS

INDICATED AND REQUIRED. FOR EXTERIOR AND DAMP OR

WET INDOOR LOCATIONS, USE BOXES AND WIREWAYS

APPROVED FOR SUCH USE.

3.2.5. CLASS WIRE CONDUCTORS - 600 VOLT AND BELOW

3.2.1. GENERAL: SINGLE-CONDUCTOR, 98% CONDUCTIVITY,

ANNEALED, UNCOATED COPPER CONDUCTORS WITH

600-VOLT RATED TYPE "THHN/THWN" INSULATION.

ALUMINUM CONDUCTORS ARE NOT ALLOWED.

3.2.2. CONNECTORS: NYLON SHELL INSULATED METALLIC

SCREW-ON CONNECTORS FOR #14- 10 AWG, AND BOLTED

PRESSURE OR COMPRESSION TYPE LUGS AND

CONNECTORS WITH INSULATING COVERS FOR #8 AWG AND

LARGER.

3.3. HANGERS AND SUPPORTS

3.3.1. GENERAL: ALL HANGERS, SUPPORTS, FASTENERS AND

HARDWARE SHALL BE ZINC-COATED OR OF EQUIVALENT

CORROSION RESISTANCE BY TREATMENT OR INHERENT

PROPERTY, AND SHALL BE MANUFACTURED PRODUCTS

DESIGNED FOR THE APPLICATION. PRODUCTS FOR

OUTDOOR USE SHALL BE HOT DIP GALVANIZED.

3.3.2. TYPES: HANGERS, STRAPS, RISER SUPPORTS, CLAMPS,

U-CHANNEL, THREADED RODS, ETC. AS INDICATED OR

REQUIRED.

3.4. ELECTRICAL IDENTIFICATION

3.4.1. NAMEPLATES: THREE-LAYER LAMINATED PLASTIC WITH

MINIMUM 3/16" HIGH WHITE ENGRAVED CHARACTERS ON

BLACK BACKGROUND, AND PUNCHED FOR MECHANICAL

FASTENING. FASTENERS: SELF-TAPPING STAINLESS-STEEL

SCREWS OR NUMBER 10-32 STAINLESS STEEL MACHINE

SCREWS WITH NUTS AND FLAT AND LOCK WASHERS.

3.4.2. RED - ELECTRIC

3.4.2.1. MARKING PENS: PERMANENT, WATERPROOF, QUICK

DRYING BLACK INK. ACCEPTABLE MANUFACTURERS:

SANFORD FINE POINT "SHARPIE," OR EQUAL.

3.4.3. WIRE TAGS: VINYL OR VINYL-CLOTH SELF-ADHESIVE

WRAPAROUND TYPE INDICATING APPROPRIATE CIRCUIT

NUMBER, ETC.

3.5. SAFETY SWITCHES

3.5.1. GENERAL: HEAVY DUTY, HORSEPOWER RATED, FULLY

ENCLOSED, FUSIBLE (WITH REJECTION FUSECLIPS) OR

NON-FUSED AS INDICATED, QUICK-MAKE, QUICK BREAK

SWITCHING MECHANISM INTERLOCKED WITH COVER, AND

NEMA-3R ENCLOSURE FOR OUTDOOR LOCATIONS, UNLESS

INDICATED OTHERWISE. SWITCHES TO BE LABELED AS

"SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT,"

WHERE REQUIRED.

3.5.2. RATINGS: VOLTAGE, PHASES, AMPERAGES AND FUSING AS

INDICATED.

3.5.3. IN THE FUSED CONFIGURATION, SWITCHES SHALL HAVE AN

INTERRUPTING CAPACITY OF AT LEAST 100,000 AMPS

SYMMETRICAL AT SIX HUNDRED (800) VOLTS WHEN USED

WITH CLASS RK-5 TIME DELAY CURRENT LIMITING FUSES,

AND 200,000 AMPERES SYMMETRICAL AT 800 VOLTS WHEN

USED WITH CLASS RK-1 CURRENT LIMITING FUSES.

3.5.4. GUARDS: LINE SHIELD GUARDS TO PREVENT CONTACT WITH

LIVE PARTS.

3.5.5. CONTACTS: SILVER ALLOY, SWITCH BLADES SHALL BE

DE-ENERGIZED IN THE OPEN POSITION.

3.5.6. LUGS: SOLDERLESS TYPE.

3.5.7. REJECTION FUSE CLIPS: PROVIDE FOR FUSIBLE SWITCHES

(30-600A) TO PREVENT THE INSTALLATION OF CLASS H AND

CLASS K NON-CURRENT-LIMITING FUSES.

3.5.8. ACCEPTABLE MANUFACTURER: GENERAL ELECTRIC,

SQUARE D, SIEMANS.

3.6. GROUNDING

3.6.1. GENERAL: GROUNDING SHALL COMPLY WITH ARTICLE 250

OF THE NATIONAL ELECTRICAL CODE (2014).

3.6.2. SYSTEM DESCRIPTION: GROUNDING NETWORK SYSTEM

SHALL ESTABLISH AN EARTH RESISTANCE TO THE

REFERENCE GROUND POINT NOT TO EXCEED 5 OHMS,

CONSISTING OF BONDING OF STRUCTURE AND OTHER

METAL OBJECTS: GROUNDING ELECTRODES; AND

INTERCONNECTING CONDUCTORS.

3.6.3. MATERIAL: INDICATED AS FOLLOWING.

3.6.3.1. GROUND RODS:

5/8" DIA. X 10' -0” LONG COPPER CLAD GROUND ROD TREATED

WITH EXCITE.

3.6.3.2. PROTECTIVE BOX: 8" DIA. X 42" LONG SCHEDULE 40 PVC

PIPE WITH THREADED CAP.

3.6.3.3. CONDUCTORS: INSTALL #2 AWG GREEN-INSULATED

STRANDED WIRE FOR ABOVE GRADE GROUNDING AND #2

BARE SOLID TIN-COATED WIRE FOR BELOW GRADE

GROUNDING UNLESS OTHERWISE NOTED.

3.6.3.4. GROUND WIRE CLAMPS: HEAVY DUTY CLAMPS AS

MANUFACTURED BY BURNDY.

3.6.3.5. WELDS: GROUNDING CONNECTIONS SHALL BE

EXOTHERMIC TYPE ("CADWELDS") TO FENCE POSTS,

ANTENNA MASTS, AND GROUND RING. REMAINING

GROUNDING CONNECTIONS SHALL BE COMPRESSION

FITTINGS. CONNECTIONS TO GROUND BARS SHALL BE MADE

WITH TWO HOLE LUGS. WELDS SHALL BE PROTECTED FROM

CORROSION WITH ZRC COLD GALVANIZING COMPOUND AS

MANUFACTURED BY ZRC CHEMICAL PRODUCTS CO.

3.6.3.6. ROUTING: ROUTE GROUNDING CONDUCTORS ALONG

THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. BEND

GROUNDING LEADS WITH A MINIMUM 12" RADIUS.

3.6.4. TESTING:

3.6.4.1. TEST AND VERIFY THAT THE RESISTANCE DOES NOT

EXCEED 5 OHMS TO GROUND USING AN EARTH/ GROUND

RESISTANCE TESTER. GROUNDING AND OTHER

OPERATIONAL TESTING SHALL BE WITNESSED BY OWNER'S

REPRESENTATIVE.

3.6.4.2. SYSTEM TESTING SHALL BE PERFORMED PRIOR TO

CONNECTING ELECTRICAL SYSTEM GROUND TO GROUND

RING.

3.7. FUSES

3.7.1. UL CLASS RK-1, 250 VOLT OR 600 VOLT AS REQUIRED FOR

SYSTEM VOLTAGE, DUAL ELEMENT, TIME DELAY, CURRENT

LIMITING, 200,000 AIC, AMPERE RATINGS AS INDICATED.

3.7.2. ACCEPTABLE MANUFACTURERS: BUSSMANN "FUSETRON":

EQUAL OR EQUAL BY GOULD SHAWMUT.

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FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:08SWTTR_ITEG_M-101.DWG

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32 33

43 46

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FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:10M-102 TRAILER BOM.DWG

M .B

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F M

M-102

NOMENCLATURE

ITEM

NO. MATERIAL AND SPECIFICATION AND PART NUMBER

NO.

REQD.

20 TORSION CROSS BAR

ANTENNA MOUNT

FRAME CORNER GUSSETS

ECU MOUNTING BRACING

DEXTER MODEL 12 AXLE, SPECIAL

CROSS MEMBER

AXLE MOUNT

CROSS MEMBER GUSSETS

GOOSE NECK GUSSET, HRZTL

TRIANGLE GUSSET

FENDER

WHEEL AND TIRES

FRAME RAIL

LOWER V. GUSSET OUTER

FRAME VERTICAL

COLLAPSIBLE 15K LB LEGS

UPPER VERTICAL GUSSET

GOOSE NECK HORIZONTAL

GOOSE NECK GUSSET

GOOSE NECK HITCH 1

1 2 X 2, 316 WALL, STEEL TUBE

WELDMENT

4 PLATE, STEEL

2 X 2, 316 WALL, STEEL TUBE

SEE SUPPLIED SPECIFICATIONS

2 X 4, 316 WALL, STEEL TUBE

COMES WITH ITEM 16

4 PLATE, STEEL

AM32743B

16 X 5, 8 ON 6.5 WHEELS, ST235/85R16 TIRES

2 X 4, 316 WALL, STEEL TUBE

4 PLATE, STEEL

6 X 4 .375 WALL STEEL TUBE

19-555

8 PLATE, STEEL

6 X 2 .25 WALL STEEL TUBE

16 PLATE, STEEL

19-136

21 GENERATOR ISSOLATOR 8 CB1700-20-[C2]

22 ECU ISSOLATOR 4 CB1400-40-[C2]

26 GENERATOR ISOLATOR SUPPORT

GENERATOR ISOLATOR SUPPORT 4

2 2 X 2 X 316 ANGLE

2 X 2 X 14 ANGLE

24 SPARE TIRE CARRIER 1 WELDMENT

SHEET

NO.

27 ROCK DEFLECTION PLATE 1 18 GAUGE SHEET STEEL

28 ECU TO ISOLATOR ADAPTER 4 1

2 PLATE STEEL

29 GEN TO ISOLATOR ADAPTER 8 1

2 PLATE STEEL

30 LOWER V. GUSSET INNER 2 1

4 PLATE, STEEL

32 2 33 2 1

4 PLATE, STEEL

34 2 1

4 PLATE, STEEL

35 2

TAIL LIGHT MOUNT

R. OUTER JACK SUPPORT

R. INNER JACK SUPPORT

F. UPPER JACK SUPPORT

1.5 X 1.5 X .125 ANGLE, STEEL

2 X 2 .250 ANGEL, STEEL

36 1L. R. UPPER CORNER GUSSET 1

4 PLATE, STEEL

37 4ECU FRAME MOUNT 1

4 PLATE, STEEL

38 1

39 1 2 X 2, 18 ANGLE, STEEL

40 1 3

16 PLATE STEEL

F. LOWER CABLE CABINET MOUNT

F. UPPER CABLE CABINET MOUNT

R. CABLE CABINET MOUNT

16 PLATE STEEL

42 6FENDER MOUNT 3

16 PLATE STEEL

GEN. ISOLATOR SUPPORT END 1 3

16 PLATE, STEEL

M506 M501 M506

M501 M507 M501

M506 M506 M507

M503

M503 M507 M511 M502

M513 M510 M510 M505 M512 M512 M507

M507 M507 M507 M507 M503 M503 M508 M508 M508

M508

M510

48 CABLE STORAGE CABINET

TRAILER TOOL CABINET

REAR DUCT CABINET MOUNT

F. UPPER DUCT CABINET MOUNT

CENTER DUCT CABINET MOUNT

F. LOWER DUCT CABINET MOUNT 1

1 CUSTOM ASSEMBLY, 18 GAUGE STEEL

CUSTOM ASSEMBLY, 18 GAUGE STEEL

WELDMENT

8 PLATE, STEEL

16 PLATE, STEEL

2 X 2, 316 ANGLE, STEEL

49 DUCT STORAGE CABINET 1 CUSTOM ASSEMBLY, 18 GAUGE STEEL

50 MOUNTING TAB 7 3

16 STEEL PLATE

51 GEN. ISOLATOR SUPPORT END 3 2 X 2, 316 ANGLE, STEEL

M509 M509 M509 M509 M518 M519 M520 M504 M510

52 1 3

8-16 ALL THREAD WELDED TO FRAME

54 END CROSS BAR 1 2 X 4, 14 WALL, STEEL TUBEM508

55 CABLE TRAY 1 18 GAUGE, WELDEDM521

56 DUCT CABINET MID MOUNT 1 3

16 PLATE, STEELM520

VENDOR

TRAILER PARTS 4U

E TRAILER

TRAILER PARTS 4U

VCM

59 TRAILER LIGHTING KIT 1

60 GEN. MNT. BOLTS, 1/2-20X1.75 2 10 PCK. PN: 92620A747

61 GEN. MNT. NUTS, 1/2-20 1 50 PCK. PN: 94895A825

62 GEN. ISOL. ADP. BOLTS 7 5 PCK. PN: 91263A226

63 GEN. ISOL. FRM. BOLTS 7

64 GEN. ISOL. FRM. NUTS 1 50 PCK. PN: 94895A825

65 GEN. MNT. WASHERS, 1/2 10 5 PCK. PN: 98026A115

AMAZON

MCMASTER-CARR

B07RQR7DGV

5 PCK. PN: 91253A385MCMASTER-CARR

MCMASTER-CARR

NOMENCLATURE

ITEM

NO. MATERIAL AND SPECIFICATION AND PART NUMBER

NO.

REQD.

25 PCK. PN: 92917A186

100 PCK. PN: 95462A030

50 PCK. PN: 92865A583

10 PCK. PN: 98026A112

100 PCK. PN: 94895A810

10 PCK. PN: 91263A762

10 PCK. PN: 91263A187

5 PCK. PN: 91263A605

SHEET

NO. VENDOR

MCMASTER-CARR

66 ECU ADP. BOLTS, 1/2-13 1

67 ECU ADP. ISOL. BOLTS, 5/16-24 2

68 ECU ISO. FRM BOLTS, 5/16-24 2

69 ECU ISO. FRM NUTS 5/16-24 1

70 ECU MNT. WASHERS, 5/16 2

71 CABINET MNT. BOLTS 5/16-18 1

72 CABINET MNT. NUTS 5/16-18 1

73 CABINET MNT. FENDER WSHR 2

MCMASTER-CARR

50 PCK. PN: 92917A190MCMASTER-CARR73 CABINET MNT. WASHERS 2

GROUND LUG

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FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:11SWTTR_ITEG_M-501.DWG

ITEM 3

SCALE 1:8

ITEM 6

SCALE 1:8

ITEM 8

SCALE 1:8

47.50

6.00

6.00 88.66

21°

156.00

2.00

4.00

M .B

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FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:13SWTTR_ITEG_M-502.DWG

2.00

1.80

1.20

90°

78.21

1.00

16.25

15.25

15.21

15.25

4 20 RIV-NUT THREADED INSERT

ITEM 20

SCALE 1:4

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FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:15SWTTR_ITEG_M-503.DWG

ITEM 15

SCALE 1:8

65.00

2.00

4.00

Ø0.562.00

41.50

9.56

13.68

35.06

0.25

2.00

1.00

2.00

0.25

ITEM 17

SCALE 1:4

0.25

2.00

0.50

1.50

Ø0.33 4x

8.50

1.19

2.00

2.12

2.00 0.91

0.25

ITEM 37 FORWARD

SCALE 1:4

2X, MIRRORED

8.500.25

0.25

2.00

1.50

0.50

0.91

1.19

2.00

2.12 2.00

Ø0.33 4X

.25

.25.25 .25.25

ITEM 37 REAR

SCALE 1:4

2X, MIRRORED

M .B

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M-503

2.00

0.91

0.50

7.50

0.19

2.07

6.19

37 REAR

FORWARD

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FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:18SWTTR_ITEG_M-504.DWG

M .B

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N S

R O

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M-504

2.00

0.19

1.00

4 20 RIV-NUT THREADED INSERT

ITEM 50

SCALE 1:2

20.25

7.00

32.50

3.00

58.00

4 20 RIV-NUT

THREADED INSERT

REFER TO PAGES M-101, AND M-102 FOR LOCATION AND DESCRIPTION OF ITEMS

34.50

64.00

C R

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FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:19SWTTR_ITEG_M-505.DWG

M .B

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M-505

67.00

64.70

2.00

22.25

47.50

1.15

4.00

2.56

3.00

1.83

33.50

14.50

11.04

2.00

1.00

3.00

28.50

3.00

27.18

19.52

22.18

9.51

11.04

ITEM 27

SCALE 1:4

5.00

7.00

60.00

3.00

0.75

2.00

0.75

Ø0.31 12X

REFER TO PAGES M-101, AND M-102 FOR LOCATION AND DESCRIPTION OF ITEMS

1.00

21.25

2.00

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:21SWTTR_ITEG_M-506.DWG

M .B

R .S

N S

G U

M-506

22°

5.00

3.00

6.00

ITEM 2

SCALE 1:4

2 X

22°

6.00

24.00

5.00

3.00

ITEM 4

SCALE 1:4

2 X

ITEM 11

SCALE 1:4

1 X

22.11

4.50

24.00

22.33

22°

ITEM 12

SCALE 1:4

2 X

2.00

6.00

12.00

4.00

25.33

22°

2.00

24.00

22°

6.00

3.00 7 X

1.00

0.31

1.00 3.00 5 X

Ø0.75 12 X

2.25

24.00

2.00

5.00

Ø0.75 8X

2.00

5.00

3.00

5.00

4.00

R10.00

Ø0.75 8X

R7.50

14.00

3.00

13.40

16.00

ALL HOLES ON THESE PLATES ARE FOR PLUG WELDING TO MAIN STRUCTURE

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:23SWTTR_ITEG_M-507.DWG

M .B

R .S

N S

G U

M-507

4.00

8.00

6.00

5.00

2.00

ITEM 34

SCALE 1:4

2 X

ITEM 33

SCALE 1:4

2 X

2.25

4.00

1.00

0.25

5.00

R2.00

2.00

R2.00

1.00

2.00

2.000.25

4.00

ITEM 35

SCALE 1:4

2 X

ITEM 32

SCALE 1:4

2 X

8.00

1.50

1.50 0.125

ITEM 13

SCALE 1:4

16 X

2.00 4.00

2.00

6.00

1.00

3.00

1.00

Ø0.75 4 X

ITEM 18

SCALE 1:4

5 X

2.00 3.00

1.00

4.00

2.00

Ø0.75 3X

4.00

ITEM 7

SCALE 1:4

2 X

6.00

10.00

2.00

3.00

12.00

3.00 3 X

4.00

Ø0.75 5 X

ITEM 35

SCALE 1:4

4.00

1.00R0.50

2.00

1.00

2.00

Ø0.75 3X

ITEM 30

SCALE 1:4

2 X

4.00

10.00

2.00

3.00

1.00

3.00

Ø0.75 5X

1.00

3.00

2.00

1.00

1.00 1.00

4.23

4.25

5.75

5.52

3.00

45°

1.00

ALL HOLES ON THESE PLATES ARE FOR PLUG WELDING TO MAIN STRUCTURE

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:24SWTTR_ITEG_M-508.DWG

M .B

R .S

N S

M O

U N

G B

M-508

ITEM 39

SCALE 1:4

1 X

Ø0.33 3x

10.00

0.19

2.00

0.29

0.57

5.00

8.00

ITEM 38

SCALE 1:4

1 X

ITEM 42

SCALE 1:4

6 X

5.00

0.25 0.88

0.88

0.38

1.38

2.38

R0.25

Ø0.33 5x

0.38

ITEM 40

SCALE 1:4

1 X

2.00

0.13

3.00

6.00

1.00

9.00

12.00

15.00

Ø0.33 4X

0.19

6.75

0.25

4.00 0.50

1.50

2.66 10.75

0.63 2.38

4.13

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:25SWTTR_ITEG_M-509.DWG

M .B

R .S

N S

M O

U N

G B

M-509

2.00

0.19 17.00

1.00

3.50

1.00

8.50

13.50

ITEM 43

SCALE 1:4

1 X

Ø0.33 3X

17.00

3.50

8.50

13.50

2.00

1.50

4.00

1.50

0.50

1.50

13.75

1.19

ITEM 46

SCALE 1:4

1 X

.19

12.75

2.00

1.50

0.50

8.75

0.50

1.50

0.19

Ø0.33 2X

ITEM 44

SCALE 1:4

1 X

Ø0.33 5X

15.00

0.13

3.00

0.50

1.50

4.50

7.50

10.50

13.50

ITEM 45

SCALE 1:4

1 X

R0.50

0.19

11.75 13.25

15.25

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:26SWTTR_ITEG_M-510.DWG

M .B

R .S

N S

R S

O R

M-510

ITEM 25 RIGHT FRONT

SCALE 1:4

0.48

4.98

3.00

23.07 3.00

1.00

35.30

ITEM 25 LEFT FRONT

SCALE 1:4

Ø0.56 5X

1.00

0.48

3.00

23.07 3.004.98

35.30

ITEM 26

SCALE 1:4

1.25

1.00

4.25 15.90 3.00

ITEM 25 RIGHT REAR

SCALE 1:4

1.25

4.25 23.05 3.00

4.50

1.00

ITEM 25 LEFT REAR

SCALE 1:4

Ø0.56 5X

1.25

4.25 23.05 3.00 4.50

1.00

35.30

24.40

0.52

1.002.52 2.52 1.00

Ø0.50

ITEM 51 LEFT

SCALE 1:4

ITEM 51 RIGHT

SCALE 1:4

2X 2.00

2.00

Ø0.56 0.91

ITEM 23

SCALE 1:4

ITEM 51

SCALE 1:4

VARIES

REFER TO PAGES M-101, AND M-102 FOR LOCATION AND DESCRIPTION OF ITEMS

2.00

2.00 2.00 2.00

0.25

2.00

0.25

2.00

0.25

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:27SWTTR_ITEG_M-511.DWG

M .B

R .S

N S

N N

A M

O U

N T

M-511

15.00

20.00

0.25

Ø1.00 6X

2.00

10.00

18.00

1.50

19 B

19 C

Ø1.25 Ø2.25

1.50

ITEM 19 A

SCALE 1:4

ITEM 19

SCALE 1:4

ITEM 19 B

SCALE 1:4

2.00 2.00

0.19

4.00

8.50

0.25

ITEM 19 C

SCALE 1:4

.25

2.00

1.91

19 A 5.88

13.88

REFER TO PAGES M-101, AND M-102 FOR LOCATION AND DESCRIPTION OF ITEMS

19A

19B

19C

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:30SWTTR_ITEG_M-512.DWG

M .B

R .S

N S

R A

M-512

ITEM 28

SCALE 1:2

4X Ø0.56

14.50

0.50

6.00

1.253.00

2.00

2.03

5.00

9.50

10.44

12.50

2 -13

ITEM 29

SCALE 1:2

8.50

0.50

2.000.91

1.50

Ø0.50

COUNTER

SINK

16 - 24

4X 1.19

3.19

5.31

7.31

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:31SWTTR_ITEG_M-513.DWG

M .B

R .S

N S

R E

M O

U N

M-513

21.83

Ø6.50

Ø7.50

2.00

4.00

2 X 2 316 WALL TUBE

2 WHEEL STUD

ITEM 24

SCALE 1:2

.19

135°

.19

0.25

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:35SWTTR_ITEG_M-514.DWG

M .B

R .S

N S

G D

M-514

47.50

22.00 14

DETAIL D DETAIL E

DETAIL F

63.00

REFER TO PAGES M-101, AND M-102 FOR LOCATION AND DESCRIPTION OF ITEMS

ALL HOLES

IN GUSSET

PLATES

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:40M-515 WELDING DETAILS2A.DWG

M .B

R .S

N S

G D

M-515

65.00

156.00

9.52 37.30 26.40 37.30 43.50

8.00

DETAIL A

DETAIL B

DETAIL C

81.75

52.00

6.41

56.59

2.41

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:44SWTTR_ITEG_M-515.DWG

M .B

R .S

N S

G D

M-516

DETAIL A

SCALE 1:2

4 X

3 X .25

.25

DETAIL C

SCALE 1:2

VIEW C-C

.25

VIEW B-B

A A

VIEW A-A

REFER TO PAGES M-514 FOR LOCATION

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:46SWTTR_ITEG_M-516.DWG

M .B

R .S

N S

G D

M-517

DETAIL D

SCALE 1:4

8 X

.25

DETAIL E

SCALE 1:4

.25

8 X

DETAIL F

SCALE 1:4

5X .25

.25

DETAIL B

SCALE 1:4

.25

REFER TO PAGES M-514 FOR LOCATION

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:47SWTTR_ITEG_M-517.DWG

M .B

R .S

N S

G U

E C

M-518

47.46

23.38

29.02

ITEM 47

SCALE 1:8

2.00

A A

VIEW A - A

SCALE 1:2

6.00

2.00

0.19

2.00

2.00 2.00

2.00

22°

TONGUE ISOMETRIC VIEW

REFER TO PAGES M-101, AND M-102 FOR LOCATION AND DESCRIPTION OF ITEMS

2 X 2 X 516 ANGLE

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:49SWTTR_ITEG_M-518.DWG

M .B

R .S

N S

M-519

6.00

38.10

15.92

0.13 6.00

9.00

0.88

4.13

6.88

0.38

0.50

4.50

0.13

2.25

4.00

2.13

38.10

R13.95

0.13

15.92

0.29

0.505.00

8.00

13.19

2.73

0.75

6.75

1.02

3.00 6.00

9.00 12.00

Ø0.33 3X

Ø0.33 4X

Ø0.30 5X

ITEM 48

SCALE 1:8

BACK SIDE

48 A

48 B

ITEM 48 A

SCALE 1:4

ITEM 48 B

SCALE 1:4

18 GAUGE STEEL

1.00

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:52SWTTR_ITEG_M-519.DWG

M .B

R .S

N S

D U

C T

M-520

ITEM 49

SCALE 1:8

17.00

96.00

48.00

16.91

14.00

TOP

FRONT

BOTTOM

BACK

2.00

17.00

1.25

13.00

0.19

1.00

2.00

R0.75

Ø0.33 2X

37.88

1.00

REAR

49 A

49 B

ITEM 49 A

SCALE 1:4

ITEM 49 B

SCALE 1:4

2.52 5.52

8.52 11.52

14.52

0.50

3.50

8.50

13.50

0.19

12.75

4.00

1.50

2.00

0.50

0.50 1.50

Ø0.38

ITEM 56

SCALE 1:4

REFER TO PAGES M-101, AND M-102 FOR LOCATION AND DESCRIPTION OF ITEMS

3.00

4.00

1.00

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:54SWTTR_ITEG_M-520.DWG

M .B

R .S

N S

M-521

ITEM 55

SCALE 1:8

30.00

150.00

VIEW A-A

SCALE 1:2

2.00

0.50

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:55SWTTR_ITEG_M-521.DWG

M .B

R .S

N S

M O

U N

M-522

2.25

6.00

100.19

1.00

REFER TO PAGES M-101, AND M-102 FOR LOCATION AND DESCRIPTION OF ITEMS

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

D B

C H

D B

D R

B Y:

E D

E: C

O N

A : A

D F

O R

P U

: D

WARFARE CENTERS

CORONA

UNCLASSIFIED - CUI

(R S3

0) P.

O . B

O X

C O

R O

N A, C A

6D D

O N

-N

O V-

R N

E C

O R

U M

N A

FINAL DESIGN PLAN SET - ISSUE FOR INSTALLATIONPlotted: 03-Nov-2022 13:58M-523 MOUNT LOCATION 2A.DWG

M .B

R .S

N S

M O

U N

M-523

20.83

6.00

44.22

64.31

REFER TO PAGES M-101, AND M-102 FOR LOCATION AND DESCRIPTION OF ITEMS

19.25

107.50

13.75

23.10

C R

O N

K D

SHEET ID

2 3 4 5 6 7 8 9 10

U R

E W

R E

C O

R O

N A

S…

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File details come from the government source that posted it. Updated Jun 27, 2024.