8041_R-_Approved_2016-10-31.pdf

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REFERENCES

No. TITLE DRAWING No.

THIS IS A CAD MAINTAINED DRAWING DEVELOPED

IN AUTOCAD R2013 SOFTWARE. CHANGES SHALL BE

INCORPORATED BY THE DESIGN AUTHORITY

UNDER 12" ±1/8"

12" TO 6'-0" ±1/4"

OVER 6'-0" ±1/2"

DISTRIBUTION STATEMENT D

DISTRIBUTION AUTHORIZED TO THE DEPARTMENT

OF DEFENSE AND U.S. DoD CONTRACTORS ONLY;

CRITICAL TECHNOLOGY, 2/23/2011. OTHER U.S.

REQUESTS SHALL BE REFERRED TO COMMANDER,

NAVAL SEA SYSTEMS COMMAND.

KEY PLAN 5A

BLDG 77H - PHILADELPHIA, PA

BUILDING KEY PLAN

SCALE: NONE

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 1 OF 6

D

CONTRACT No.

N00178-04-D-4089

OFFICIAL SIGNATURE DATE

PREPARED

CHECKED

QA

PROJ MGR

APPROVED NSWCPD

PROG MGR

DIMENSIONAL TOLERANCES

UNLESS OTHERWISE SPECIFIED

DIMENSIONS IN FEET & INCHES

DECIMAL DIMENSIONS IN INCHES

TOLERANCE ON ANGLES ±.50°

1 PL ±.2, 2 PL ±.06, 3 PL ±.005

INTERPRET DIMENSIONS AND TOLERANCES

PER ASME Y14.5 - 2009

REVISION HISTORY

DESCRIPTIONREVZONE DATE APPROVED

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DESIGN MGR

REVISION STATUS

REV SH DESCRIPTION

- 1 TITLE SHEET, BUILDING KEY PLAN, REFERENCES, NOTES

- 2 ISOMETRIC VIEW

- 3 PLAN VIEW

- 4 SECTION VIEWS

- 5 DETAILS

- 6 LIST OF MATERIALS

ELECTRIC DRIVE TEST FACILITY (EDTF)

NSWCPD BUILDING 77H, PHILADELPHIA, PA

GTG-B GENERATOR POWER

INTERFACE ARR & DETAILS

8041 -

W.Bachman 10-04-16

B.Hayden 10-05-16

R.Chranowski 10-06-16

M.Lamberto 10-14-16

M. MIMNAGH 10-26-16

M. STAUFFER 10-26-16

89256

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3230282624222018161412108642

343230282624222018161412108642

GTG-B FACILITY POWER INTERFACE

ARRANGEMENT & DETAILS

NORTH

SEE PLAN VIEW 20A

FOR CABLE ROUTING

NAVAL SURFACE WARFARE CENTER

PHILADELPHIA DIVISION

PHILADELPHIA, PA 19112-5083

BLDG 670

LEGEND

EXISTING/REFERENCE

SCOPE OF CURRENT REVISION

XSUPPORT LOCATION

NOTES:

1. DEVIATIONS FROM THIS DRAWING ARE NOT PERMITTED WITHOUT APPROVAL

FROM THE NSWCPD PROGRAM OFFICE (CODE 211).

2. FOLLOW THE 2014 NATIONAL ELECTRICAL CODE (NEC) FOR ANY INSTALLATION

DETAILS NOT COVERED WITHIN THIS DRAWING.

3. THE INSTALLATION CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING,

PURCHASING, AND INSTALLING ALL MATERIAL AS IDENTIFIED IN THIS DRAWING.

MISCELLANEOUS MATERIAL NOT INCLUDED IN MATERIAL LIST, SUCH AS NUTS,

BOLTS, WASHERS, ETC. SHALL BE REQUIRED TO BE PROVIDED BY THE

INSTALLATION CONTRACTOR.

4. DO NOT EXCEED CABLE MANUFACTURERS LIMIT FOR CABLE PULLING TENSION,

SIDE WALL PRESSURE AND BEND RADIUS. NO MORE THAN 360 DEGREES OF

CABLE BENDING SHALL BE PERMITTED WITHOUT ADDITION OF PULL BOX OR

PULL FITTING TO ENSURE MANUFACTURERS LIMITS ARE NOT EXCEEDED.

5. CONTRACTOR TO PROVIDE TEMPORARY BRACING OF CABLE TRAY AS

REQUIRED DURING CABLE PULLING.

6. EACH NEW CABLE INSTALLED SHALL HAVE A PERMANENT, WEATHER

RESISTANT IDENTIFICATION TAG INSTALLED AT EACH END OF THE CABLE PRIOR

TO ENTERING EQUIPMENT. CABLE TAG AND SECURING BAND SHALL BE MADE OF

NON-MAGNETIC, ULTRAVIOLET RESISTANT PLASTIC/NYLON OR ALUMINUM.

7. ALL ELEVATIONS IN THIS DRAWING ARE REFERENCED TO 0'-0" ELEVATION, TOP

OF GRADE.

8. ANCHOR BOLTS (ITEM 9) SHALL BE INSTALLED IN ACCORDANCE WITH

MANUFACTURERS INSTRUCTIONS. SEE DETAIL 37A.

9. FABRICATION, WELDING AND INSPECTION SPECIFIED ON THIS DRAWING SHALL BE

IN ACCORDANCE WITH AWS D.1.1. WELDS SHALL BE VISUALLY INSPECTED BY A

AWS CERTIFIED INSPECTOR.

10. ELECTRODE SPECIFICATION SHALL BE E70XX.

11. GRIND SMOOTH ALL SHARP CORNERS AND ROUGH EDGES ON NEW STRUCTURAL

STEEL AND CABLE TRAYS LIABLE TO CAUSE INJURY TO PERSONNEL OR

DAMAGE TO EQUIPMENT.

12. ALL NEW STRUCTURAL STEEL SHALL BE CLEANED AND THEN PAINTED WITH AN

ANTI-CORROSION PRIMER UPON COMPLETION OF ALL WELDING AND WELD

INSPECTION. FIELD WELD ON STRUCTURAL MEMBERS SHALL BE CLEANED,

WASHED WITH WATER AND COATED WITH AN ANTI-CORROSION PRIMER. FINISH

ALL STEEL WITH TWO COATS OF LIGHT GRAY (ANSI 61) PAINT.

13. ANCHOR SYSTEM SHALL INCLUDE ANCHOR ROD, SCREEN, ADHESIVE, NUTS AND

WASHERS FOR COMPLETE INSTALLATION.

14. UTILIZE ANTI-OXIDANT JOINT COMPOUND FOR GROUNDING CONNECTIONS WHERE

STEEL AND COPPER OR ALUMINUM AND COPPER SURFACES ARE BOLTED

TOGETHER. PREPARE SURFACES TO BE MATED BY ASSURING THAT DIRT,

CORROSION, PAINT, ETC ARE REMOVED PRIOR TO APPLYING JOINT COMPOUND.

REMOVE ANY EXCESS COMPOUND AFTER BOLTS ARE TIGHTENED.

15. CABLE TRAYS SHALL NOT HAVE SHARP EDGES, BURRS OR OTHER PROJECTIONS

WHICH MAY DAMAGE THE INSULATION OR JACKETS OF THE CABLES.

16. REFERENCE NEMA VE 2 (METAL CABLE TRAY INSTALLATION GUIDELINES) FOR

TRAY INSTALLATION REQUIREMENTS NOT COVERED HEREIN. ALSO REFERENCE

MANUFACTURER'S DOCUMENTATION.

NOTES:(CONT)

17. TIE-WRAP POWER AND GROUNDING CABLES TO CABLE TRAY RUNGS EVERY 18"

IN VERTICAL RUNS AND EVERY 36" IN HORIZONTAL RUNS. GROUNDING CABLE

ONLY REQUIRES SECURING BETWEEN TRAY BONDING LOCATIONS.

18. POWER CABLES SHALL BE INSTALLED IN A SINGLE LAYER WITH AT LEAST ONE

CABLE DIAMETER BETWEEN ADJACENT CABLES, EXCEPT IN SHORT AREAS

WHERE IT WILL BE NECESSARY TO CROSS CABLES. EXISTING 3 SETS OF

TRIPLEXED 500MCM CABLE TO BE UTILIZED FOR GTG-B SHALL NOT BE MODIFIED

WITHOUT PRIOR APPROVAL FROM NSWCPD PROGRAM MANAGER (CODE 212) TO

ENSURE FUTURE CONNECTION TO GTG IS NOT COMPROMISED.

19. ALL PHASE WIRES SHALL BE MARKED AS FOLLOWS. PHASE A CABLE SHALL BE

BLACK, PHASE B CABLE SHALL BE WHITE AND PHASE C CABLE SHALL BE RED.

POSITIVE PHASE SHALL BLACK, NEGATIVE PHASE SHALL BE WHITE. ALL

GROUNDING CONDUCTORS SHALL BE GREEN.

20. STANDARD THREE-PHASE SEQUENCE FOR THREE-PHASE AC SYSTEMS IN THE

NAVY IS IN THE FOLLOWING ORDER: AB, BC AND CA. FOR GROUNDED SYSTEMS,

THE PHASE SEQUENCE IS AN, BN, CN.

21. ALL ELECTRICAL CABLES SHALL BE TESTED FOR CONTINUITY IN ACCORDANCE

WITH ANSI/NETA ATS-2013. THE DATE OF THE TEST, TEMPERATURE, HUMIDITY

AND THE TESTER SHALL BE RECORDED. THE TEST INSTRUMENT MANUFACTURER,

PART NUMBER AND CALIBRATION DUE DATES SHALL BE RECORDED IN A TEST

REPORT THAT SHALL BE PROVIDED TO THE GOVERNMENT.

22. ALL ELECTRICAL CABLES SHALL BE TESTED FOR INSULATION RESISTANCE. THE

DATE OF THE TEST, TEMPERATURE, HUMIDITY AND THE TESTER SHALL BE

RECORDED. PERFORM TEST ON WIRING #6AWG AND LARGER CABLE USING

INSTRUMENT WHICH APPLIES VOLTAGE OF APPROXIMATELY 1000 VOLTS TO

PROVIDE DIRECT READING OF RESISTANCE. MINIMUM RESISTANCE SHALL BE

100MEG OHM. THE TEST INSTRUMENT MANUFACTURER, PART NUMBER AND

CALIBRATION DUE DATES SHALL BE RECORDED IN A TEST REPORT THAT SHALL

BE PROVIDED TO THE GOVERNMENT PRIOR TO ENERGIZING CIRCUIT.

23. ALL ELECTRICAL CONNECTIONS SHALL BE TORQUED IN ACCORDANCE TO

ANSI/NETA ATS-2013 AND MARKED WITH TORQUE SEAL FOR INSPECTION.

NOTES:(CONT)

24. ALL CABLE TRAYS/CONDUITS SHALL BE MADE ELECTRICALLY CONTINUOUS

FROM EACH POWER SOURCE GROUND BUS/FRAME FOR ENTIRE LENGTH OF

CABLEWAY UTILIZED BY CIRCUITS SUPPLIED FROM EACH POWER SOURCE TO

LOAD GROUND BUS. ANY GAPS IN CABLEWAY (TRAY OR CONDUIT) TO POWER

SOURCE GROUND SHALL BE MADE ELECTRICALLY CONTINUOUS WITH THE

INSTALLATION OF CONTINUOUS 250 MCM GROUND CABLE BONDED IN 20 FOOT

INTERVALS WITH AT LEAST ONE CONNECTION TO EACH PIECE OF TRAY, MARKED

WITH GREEN ELECTRICAL TAPE, UTILIZING ITEM 15.

25. SECURE ALL TRAY USING CLAMPING METHOD EXCEPT AS INDICATED IN SECTION

VIEWS 26C AND 29A.

LIST OF ABBREVIATIONS:

ARR ARRANGEMENT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWG AMERICAN WIRE GAUGE

AWS AMERICAN WELDING SOCIETY

BLDG BUILDING

CAD COMPUTER AIDED DESIGN

CAT NO. CATALOG NUMBER

CONT CONTINUED

DET DETAIL

EDTF ELECTRIC DRIVE TEST FACILITY

EQPT EQUIPMENT

ETC ETCETERA

EXST EXISTING

GEN GENERATOR

GND GROUND

GTG GAS TURBINE GENERATOR

MGR MANAGER

MIN MINIMUM

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NETA INTERNATIONAL ELECTRICAL TESTING ASSOCIATION

NSWCPD NAVAL SURFACE WARFARE CENTER - PHILADELPHIA DIVISION

OD OUTSIDE DIAMETER

PROG PROGRAM

PROJ PROJECT

QA QUALITY ASSURANCE

REF REFERENCE

REV REVISION

REQ'D REQUIRED

SECT SECTION

TECH TECHNICAL

W/ WITH

GTG-B CITY WATER & DRAIN PIPING INTERFACE

ARRANGEMENT & DETAILS

GTG-B GAS FUEL SUPPLY PIPING INTERFACE

ARRANGEMENT & DETAILS

GTG-B EQUIPMENT ARRANGEMENT 8044

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 2

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REDUCED SIZE PRINT

ISOMETRIC VIEW 13A

LOOKING NORTHWEST

SCALE: NONE GTG-B POWER INTERFACE

ISOMETRIC VIEW

8041 -89256

SCALE : AS NOTED

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SHEET 3

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PLAN VIEW 20A

GTG-B 13KV CABLE TRAY

ROUTING

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

NORTH

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

0 2' 5' 10' 15' 20' 30'

5X ITEM 1

70'-6"

5'-10"

GTG-B POWER INTERFACE

PLAN VIEW

30'-5"

36'-3"

63'-2"

24'-4"

3X ITEM 2

17'-6"

7'-1"

EXST CONTROL

TRAY

DET 39A

5X DET 34B

5X DET 36B

A29

C

C

CRANE (REF)

4'-2"

8'-0"

DET 38B

DET 42A

CONNECT DET 38B TO DET 42A

USING (2) 4"x4"x1/4" ANGLES, ITEM 7

10'-0" 10'-0" 10'-0"

7'-6" 5'-3"

10'-0"

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SHEET 4

89256

GRAPHIC SCALE 1/4"=1'-0"

0 2'1' 3' 4' 5' 10' 15'

2526272829303132

2526272829303132

4X ITEM 1

SECTION VIEW 29A

LOOKING WEST

TEMPORARY GTG 13KV

CABLE TRAY ROUTING

SCALE: 1/4" = 1'-0"

1'-8"

EXST SUPPORT

STRUCTURE

4'-2"

SECTION VIEW 30C

LOOKING NORTH

TEMPORARY GTG 13KV

CABLE TRAY ROUTING

SCALE: 1/4" = 1'-0"

4'-3"

15'-6"

DET 38B

ITEM 2

EXST CONTROL TRAY

DET 39A

ITEM 1

ITEM 18

4'-9"

EXST CONTROL TRAY

4'-9"

2X ITEM 2

DET 39A

EXST CONCRETE PIPE

SUPPORT (REF 3)

SECTION VIEW 26C

LOOKING NORTH

TEMPORARY GTG 13KV

CABLE TRAY ROUTING

SCALE: 1/4" = 1'-0"

DET 34B

DET 36B USING

ITEM 5

ITEM 2

ITEM 1

EXST CONCRETE PIPE

SUPPORT (REF 3)

4'-2"

7'-1" 24'-3"

GTG-B POWER INTERFACE

SECTION VIEWS

450V CABLE

TRAY (REF 1)

450V CABLE TRAY (REF 1)

450V CABLE TRAY (REF 1)

ITEM 1

SUPPORT USING

EXST STRUCTURES

ITEM 4. SET GAP PER INSTALLATION

TEMPERATURE AND NEMA STD VE2.

ITEM 2

3'-6"

DET 38B

DET 42A

2'-6"

2'-6"

ITEM 4. SET GAP PER INSTALLATION

TEMPERATURE AND NEMA STD VE2.

ITEM 17

DET 36B USING

ITEM 16

DET 38B USING

ITEM 5

DET 38B USING

ITEM 16

DET 38B USING

ITEM 16

DET 34B USING

ITEM 16

DET 34B USING

ITEM 5

DET 34B

USING ITEM 16

DET 34B USING

ITEM 16

DET 38B USING

ITEM 16

DET 34B USING

ITEM 5

DET 36B USING

ITEM 16

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SHEET 5

89256 -

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3334353637383940

3/16 3/16 3/16 2X

2X

CONCRETE BARRIER,

ITEM 6

2X DRILL 9/16"∅ HOLE

FOR ITEM 9

C8x11.5, ITEM 8 6"

4'-2"

5'-0"

1'-6"

3X 4"x4"x1/4" ANGLE, ITEM 7

GTG-B POWER INTERFACE

DETAILS

2'-8"

4'-2"

4"

3/16

3/16 3/16

3X 4"x4"x1/4" ANGLE, ITEM 7

C8x11.5, ITEM 8

CONCRETE BARRIER,

ITEM 6

CABLE TRAY

DETAIL 34B

LOOKING NORTH

GTG-B CABLE TRAY SUPPORT

SCALE: 3/4" = 1'-0"

3/16 3/16

3/16 2X

3X

1'-6"

4X 4"x4"x1/4" ANGLE, ITEM 7CABLE

TRAY

2'-10"

4'-6"

1'-5"

4'-2"

3/16

3/16 3/16

2X

3X 4"x4"x1/4" ANGLE, ITEM 7

450V CABLE TRAY (REF 1)

GRAPHIC SCALE 3/4"=1'-0"

0 6" 2' 3' 4' 5'1'

DETAIL 36A

TYPICAL CABLE TRAY TO

CABLE TRAY BOLTING CONNECTION

SCALE: NONE

CABLE TRAY

CABLE TRAY

DETAIL 33A

TYPICAL CABLE TRAY TO

CABLE TRAY CONNECTION

SCALE: NONE

CABLE TRAY

CABLE TRAY

2X ITEM 4

DETAIL 38B

LOOKING WEST

GTG-B CABLE TRAY SUPPORT

SCALE: 3/4" = 1'-0"

3/16 2X

3X 4"x4"x1/4" ANGLE, ITEM 7CABLE

TRAY

3/16

3/16 3/16

2X

3X 4"x4"x1/4" ANGLE, ITEM 7

4'-9"

2'-6"

EXST SUPPORT

STRUCTURE

CABLE TRAY

3/16 3/16

2X

3X 4"x4"x1/4" ANGLE, ITEM 7

2X ITEM 5

DETAIL 39A

LOOKING WEST

GAS COMPRESSOR PRESSURE

TRANSDUCER CONDUIT ROUTING

SCALE: 3/4" = 1'-0"

DETAIL 37A

1/2" ANCHOR INSTALLATION

SCALE: NONE

1/2" ADHESIVE ANCHOR,

ITEM 9 (SEE NOTES 8 & 13)

6-3/4" MIN

EMBEDMENT

CONCRETE BARRIER,

ITEM 6

C8x11.5, ITEM 8

3'-9"

2X ITEM 5 OR 16

2X ITEM 5 OR 16

2X ITEM 5 OR 16

1'-8"

2X ITEMS 12, 13, 14

DETAIL 36B

LOOKING WEST

GTG-B CABLE TRAY SUPPORT

SCALE: 3/4" = 1'-0"

CONCRETE BARRIER,

ITEM 6

C8x11.5, ITEM 8

CONCRETE BARRIER,

ITEM 6

C8x11.5, ITEM 8

5'-0"5'-0"

2X DRILL 9/16"∅ HOLE

FOR ITEM 9

4'-2"

2X DRILL 9/16"∅ HOLE

FOR ITEM 9

4"

4"

CONCRETE BARRIER,

ITEM 6CONCRETE BARRIER,

ITEM 6

6"

CABLE TRAY

MATCH ANGLE TO

ANGLE OF CABLE TRAY

SCALE : NONE

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SHEET 6

89256

LIST OF MATERIAL

ITEM QTY DESCRIPTION MATERIAL SPECIFICATION REMARKS

1 6

CABLE TRAY, 24"W, 6"D, 5" LOADING, STRAIGHT,

LADDER TYPE, 9" RUNG SPACING, 20' LONG

ALUMINUM NEMA 20C+ B-LINE CAT. NO. H46A09-24-240 OR EQUAL

2 3

CABLE TRAY, HORIZONTAL BEND, 90°, 24"W, 6"D, 5"

LOADING, LADDER TYPE, 9" RUNG SPACING, 36" BEND

RADIUS

ALUMINUM NEMA B-LINE CAT. NO. 6A-24-90HB36 OR EQUAL

3 2 PR

VERTICAL ADJUSTABLE SPLICE PLATE, 6" RAIL HEIGHT,

PAIRS, W/HARDWARE

ALUMINUM COMMERCIAL B-LINE CAT. NO. 9A-1026 OR EQUAL

4 2 PR

SPLICE PLATE, EXPANSION, 6" RAIL HEIGHT,

W/HARDWARE

ALUMINUM COMMERCIAL B-LINE CAT. NO. 9A-1016 OR EQUAL

5 12 BEAM CLAMP, NO-DRILL, FOR CABLE TRAY

ELECTRO-PLATED

ZINC

COMMERCIAL B-LINE CAT. NO. 9ZN-1249HD OR EQUAL

6 11 NEW JERSEY BARRIER, 60" LONG CONCRETE ASTM C825

LF

ANGLE, 4" x 4" x 1/4" THK CARBON STEEL ASTM A36 CUT TO SUIT

8 55 LF C-CHANNEL, C8x11.5 CARBON STEEL ASTM A36 CUT TO SUIT

9 22

ANCHOR BOLT, 1/2" HAS ROD, 8" LONG, W/HEX NUT &

WASHER. 6-3/4" MINIMUM EMBEDMENT

CARBON STEEL COMMERCIAL

HILTI HIT-HY70 ADHESIVE ANCHOR SYSTEM

CAT. NO. HAS-E 1/2x8 W/SC18X85 SCREENS

OR EQUAL

AS

REQ'D

BUILDING WIRE, 1C, 250 MCM, COPPER, 600V, 90°C,

RHH/RHW-2 INSULATION, 0.76" O.D.

VARIOUS COMMERCIAL

HOUSTON W&C CAT. NO. HW00325001

OR EQUAL

AS

REQ'D

COMPRESSION LUG, ONE HOLE, STRAIGHT, LONG

BARREL, FOR 250 MCM WIRE

TIN PLATED

COPPER ALLOY

COMMERCIAL BURNDY CAT. NO. YA29 OR EQUAL

AS

REQ'D

BOLT, 1/2"-13UNC-2A x 1" LG ALLOY STEEL ASTM A325

AS

REQ'D

HEX NUT, 1/2-13 UNC-2B ALLOY STEEL ASTM A563

AS

REQ'D

FLAT WASHER, 1/2"

ZINC-PLATED

STEEL

ASTM F436

AS

REQ'D

GROUND CONNECTOR, FOR CONNECTING ONE COPPER

2/0-250 MCM CABLE TO BAR OR TRAY

TIN PLATED

COPPER ALLOY

COMMERCIAL BURNDY CAT. NO. GB29TN OR EQUAL

16 18 BEAM CLAMP, NO-DRILL, CABLE TRAY GUIDE

ELECTRO-PLATED

ZINC

COMMERCIAL B-LINE CAT. NO. 9ZN-1249 OR EQUAL

17 1

CABLE TRAY, VERTICAL INSIDE BEND, 45°, 24"W, 6"D,

5" LOADING, LADDER TYPE, 9" RUNG SPACING, 24"

BEND RADIUS

ALUMINUM NEMA B-LINE CAT. NO. 6A-24-45VI24 OR EQUAL

18 1

CABLE TRAY, VERTICAL OUTSIDE BEND, 45°, 24"W, 6"D,

5" LOADING, LADDER TYPE, 9" RUNG SPACING, 24"

BEND RADIUS

ALUMINUM NEMA B-LINE CAT. NO. 6A-24-45VO24 OR EQUAL

4142434445464748

4142434445464748

GTG-B POWER INTERFACE

LIST OF MATERIALS & DETAILS

DETAIL 42A

LOOKING WEST

GTG-B CABLE TRAY SUPPORT

SCALE: 3/4" = 1'-0"

3/16 6X

5X 4"x4"x1/4" ANGLE, ITEM 7

CABLE TRAY

3/16

3/16 3/16

2X

3X 4"x4"x1/4" ANGLE, ITEM 7

10'-7"

2X ITEM 5 OR 16

CONCRETE BARRIER,

ITEM 6

C8x11.5, ITEM 8

5'-0"

2X DRILL 9/16"∅ HOLE

FOR ITEM 9

4'-2"

4"

CONCRETE BARRIER,

ITEM 6

6"

CABLE TRAY

MATCH ANGLE TO

ANGLE OF CABLE TRAY

4'-0"

GRAPHIC SCALE 3/4"=1'-0"

0 6" 2' 3' 4' 5'1'