W912HV-22-B-0004_AM-0001 Drawings.pdf

PDF 19 MB Posted Mar 28, 2022

Attached to: Replace Munitions Structures, Kadena Air Base, Okinawa, Japan
Solicitation number: W912HV22B0004
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity to replace munitions storage structures at Kadena Air Base in Okinawa, Japan. The solicitation calls for demolishing 13 earth-covered munitions storage igloos and 1 above-ground magazine, then replacing them with 14 new earth-covered munitions storage igloos and 1 above-ground magazine. The new igloos must accommodate various munitions assets and handling equipment, featuring large sliding doors for access. The new above-ground magazine must allow drive-in access for a 22,000-pound forklift and have doors at least 34 feet wide and 20 feet high. All new facilities must have 2-level intrusion detection systems, steel bars at openings greater than 96 square inches, and high-security hasps per applicable regulations. The project scope also includes asbestos abatement, lead paint abatement, and testing. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Japan.

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Other files

File	Type	Posted
Abstract OF1419-W912HV22B0004.pdf	PDF	Apr 22, 2022
W912HV22B0004_AM-0002.pdf	PDF	Apr 14, 2022
01 11 00.00 10-C GOVERNMENT FURNISHED PROPERTY.pdf	PDF	Apr 14, 2022
W912HV22B0004_AM-0001.pdf	PDF	Mar 28, 2022
W912HV22B0004_AM-0001 Specifications.pdf	PDF	Mar 28, 2022
W912HV22B0004_ As-Built Drawings.pdf	PDF	Mar 15, 2022
Site Visit Sign-In Sheet.pdf	PDF	Mar 15, 2022
W912HV-22-B-0004_Drawings.pdf	PDF	Nov 2, 2021
MUNS Representative Dwgs for Demo.pdf	PDF	Nov 2, 2021
W912HV22B0004.pdf	PDF	Nov 2, 2021
W912HV-22-B-0004 Specifications.pdf	PDF	Nov 2, 2021

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GENERAL NOTES FOR WALLS, ROOFS, CEILINGS

ROOFS CEILINGS

1. REFER TO STRUCTURAL NOTES AND DETAILS AND SPECIFICATIONS

FOR REQUIRED ROOF SUPPORT SYSTEM.

3. FOR EXTERIOR FINISH REQUIREMENTS, SEE DETAILS AND PROJECT

SPECIFICATIONS.

4. PROVIDE SOLID ROOF STRUCTURE ATTACHMENT AND ANCHORAGE

FOR ALL ITEMS CONNECTED TO THE ROOF ASSEMBLY.

1. REFER TO STRUCTURAL NOTES AND DETAILS AND SPECIFICATIONS FOR

REQUIRED SEISMIC BRACING.

2. PROVIDE FIRE RETARDANT TREATED 2X WOOD BLOCKING OR GALV. STEEL

PLATE BLOCKING FOR CEILING MOUNTED OR ANCHORED EQUIPMENT OR

FIXTURES.

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Outdoor Rec. Center

HAWC WICO

Marek Park

Kenney Park

Falcon Gym

4-Diamonds

Youth Center

Scuba Rental/Repair/Boat House

O'Conner Youth Gym

Marek Park

Risner Gym

Rodriguez Park

Millenium Teen Center

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US Army Corps of Engineers ®

GC101

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R O

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2001000

M 1:10000

[m]900 1000800700600500300 400

GENERAL NOTES:

1. THE CONTRACTOR SHALL PROVIDE UNRESTRICTED ACCESS TO THE SITE BY

AUTHORIZED PERSONNEL FOR INSPECTION PURPOSES DURING THE ENTIRE

CONSTRUCTION PERIOD.

2. CONTRACTOR ACCESS TO THE WORK SITE SHALL BE AS SHOWN ON THIS SHEET

UNLESS OTHERWISE APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR

SHALL AT ALL TIMES ENSURE AGAINST UNAUTHORIZED ENTRY OR ACCESS TO THE

SECURED AREAS OF THE CONSTRUCTION.

3. ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT AND

OTHER MATERIALS SHALL REMAIN WITHIN THE LIMITS OF CONSTRUCTION AND

WITHIN THE SITE ACCESS AND HAUL ROUTES DESIGNATED ON THE PLANS.

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF BASE HAUL

ROUTES WITH THE APPROPRIATE AUTHORITIES. HAULING ON BASE SHALL NOT

INTERFERE WITH BASE OPERATIONS.

5. ALL WORK, MOVEMENT AND PARKING OF EQUIPMENT SHALL, IN ADDITION TO THE

REQUIREMENTS OF THESE SPECIFICATIONS AND ORDERS OF THE CONTRACTING

OFFICER, BE IN ACCORDANCE WITH KADENA AIR BASE REQUIREMENTS.

SAFETY NOTES:

1. EACH PERSON ENTERING ALL BASES AND INSTALLATIONS IS REQUIRED TO CARRY A

BASE PASS AND IDENTIFICATION, OR TO BE ESCORTED AT ALL TIMES BY A PERSON

CARRYING AN AUTHORITY-ISSUED ESCORT BADGE.

2. EACH VEHICLE ENTERING ALL BASES AND INSTALLATIONS IS REQUIRED TO HAVE

VEHICLE PASSES REQUIRED BY SECURITY FORCES.

3. VEHICLES AND PERSONS ENTERING KADENA AIR BASE ARE SUBJECT TO SEARCH

AND INSPECTION PRIOR TO ENTERING. CONTRACTORS ARE EXPECTED TO

FAMILIARIZE THEMSELVES WITH AND COMPLY WITH THESE PROCEDURES.

4. ALL VEHICLE DELIVERIES SHALL BE COORDINATED, IN ADVANCE, WITH THE

CONTRACTING OFFICER, SO THAT THE GATE GUARDS MAY BE NOTIFIED. VEHICLE

OPERATORS MUST HAVE IN THEIR POSSESSION A COMMERCIAL MANIFEST

IDENTIFYING THE CONTENTS OF THE VEHICLE AND/OR TRAILER WHEN ARRIVING AT

THE GATE.

5. REQUESTS FOR EXCEPTIONS TO THE POLICIES AND PROCEDURES OF THIS

DOCUMENT SHALL BE COORDINATED IN ADVANCE THROUGH THE CONTRACTING

OFFICER.

6. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

CONTRACTOR ACCESS, HAUL ROUTE AND STAGING NOTES:

1. CONTRACTOR LAYDOWN/STAGING AREA IS SHOWN ON SHEET C-101.

2. GATE 1 SHALL BE THE ACCESS POINT FOR ALL KADENA AIR BASE CONSTRUCTION

TRAFFIC. ENTRY VIA OTHER KADENA AIR BASE GATES IS PROHIBITED, UNLESS

OTHERWISE APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR MAY

EXIT THE BASE VIA ANY OPEN GATE.

3. CONTRACTOR'S EMPLOYEES WILL ONLY PARK IN AREAS DESIGNATED BY THE

CONTRACTING OFFICER.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE EMPLOYEE

TRANSPORTATION BETWEEN THE WORK AND STAGING AREAS IF NECESSARY.

5. ALL CONSTRUCTION TRAFFIC SHALL TRAVEL ON THE ROUTES INDICATED ON THIS

DRAWING, OR AS APPROVED BY THE CONTRACTING OFFICER.

6. BASE EMERGENCY VEHICLES MUST HAVE UNRESTRICTED USE OF THE EXISTING

ON-SITE HAUL ROUTES AT ALL TIMES; THE CONTRACTOR USE OF THE ON-SITE HAUL

ROUTE SHALL BE SUCH THAT THE EMERGENCY RESPONSE VEHICLES CAN OPERATE

ON THESE ROADS WITHOUT DELAYS TO THE EMERGENCY RESPONSE TIME.

7. CONTRACTOR SHALL STAY WITHIN THE CONSTRUCTION WORK AREAS.

8. NOT USED.

9. CONTRACTOR IS RESPONSIBLE FOR SECURING THEIR EQUIPMENT, MATERIALS AND

VEHICLES.

10. ON-SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE

RESTORED TO THE ORIGINAL OR BETTER CONDITION, UPON PROJECT COMPLETION.

A CONDITION REPORT OF THE BEFORE AND AFTER CONDITION OF ON-SITE HAUL

ROUTES SHALL BE PREPARED JOINTLY BY THE CONTRACTOR AND THE

CONTRACTING OFFICER. FENCING, DRAINAGE, GRADING AND TEMPORARY HAUL

ROUTES OR ACCESS POINTS ON THE SITE SHALL BE THE CONTRACTOR'S TOTAL

RESPONSIBILITY AND SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR

TO THE WORK. DAMAGE TO THE PAVEMENT DUE TO CONSTRUCTION TRAFFIC SHALL

BE RESTORED TO ORIGINAL OR BETTER CONDITION AT NO EXTRA COST TO THE

GOVERNMENT.

11. STAGING AREA - THE CONTRACTOR SHALL MAKE PROVISIONS FOR ANY REQUIRED

UTILITIES AT HIS OWN EXPENSE.

12. ALL BARRICADE LIGHTING SHALL BE VERIFIED BY THE CONTRACTOR FOR PROPER

OPERATION AT THE END OF EACH DAY BEFORE CONTRACTOR CEASES OPERATION.

13. ALL COSTS ASSOCIATED WITH PREPARING THE STORAGE AND STAGING AREA SITE

SHALL BE BORNE BY THE CONTRACTOR. THIS INCLUDES, BUT IS NOT LIMITED TO

CLEARING AND GRADING OF THE SITE, CONSTRUCTION OF ALL TEMPORARY

UTILITIES, ACCESS ROADS, ALL SECURITY FENCING, RESTORATION OF THE SITE AT

PROJECT COMPLETION.

14. THE CONTRACTOR SHALL RESTORE ALL GRASSED AREAS USED FOR HAUL ROADS

TO THEIR ORIGINAL CONDITION, INCLUDING THE ESTABLISHMENT OF GRASS.

GATE ACCESS

FROM GATE 1

CONSTRUCTION

HAUL ROUTE

MUNITIONS GATE

ACCESS TO PROJECT AREA

SCALE 1:10000

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LEGEND:

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AutoCAD SHX Text 26° 21' 6.10" 127° 45' 27.88"

AutoCAD SHX Text 26° 21' 32.88" 127° 46' 29.03"

AutoCAD SHX Text HP- Echo

AutoCAD SHX Text 26° 22' 0.06" 127° 46' 50.50"

AutoCAD SHX Text 26° 21' 8.04" 127° 45' 26.14"

AutoCAD SHX Text 26° 20' 41.94" 127° 45' 14.19"

AutoCAD SHX Text 26° 20' 57.76" 127° 45' 35.51"

AutoCAD SHX Text 26° 21' 4.24" 127° 45' 49.68"

AutoCAD SHX Text Wash Rack

AutoCAD SHX Text 26° 21' 1.16" 127° 45' 52.47"

AutoCAD SHX Text Warmup Pad 2

AutoCAD SHX Text Glide Slope Critical Area

AutoCAD SHX Text Warmup Pad 4

AutoCAD SHX Text 26° 20' 45.32" 127° 45' 7.98"

AutoCAD SHX Text 26° 21' 56.85" 127° 46' 56.41"

AutoCAD SHX Text 26° 21' 17.39" 127° 45' 37.88"

AutoCAD SHX Text ELEV 133ft

AutoCAD SHX Text 26° 21' 12.02" 127° 46' 7.40"

AutoCAD SHX Text Fighter Wash Rack

AutoCAD SHX Text 26° 22' 2.94" 127° 46' 45.96"

AutoCAD SHX Text 26° 21' 23.95" 127° 46' 0.92"

AutoCAD SHX Text 26° 20' 55.21" 127° 45' 37.31"

AutoCAD SHX Text 26° 21' 48.82" 127° 46' 22.92"

AutoCAD SHX Text 26° 20' 49.80" 127° 45' 42.14"

AutoCAD SHX Text HP- Charlie

AutoCAD SHX Text 26° 21' 49.10" 127° 46' 22.68"

AutoCAD SHX Text 26° 21' 58.83" 127° 46' 52.77"

AutoCAD SHX Text 26° 20' 37.55" 127° 45' 20.08"

AutoCAD SHX Text 26° 21' 49.99" 127° 47' 4.78"

AutoCAD SHX Text 26° 20' 58.29" 127° 45' 55.06"

AutoCAD SHX Text HP- Rescue

AutoCAD SHX Text 26° 20' 40.41" 127° 45' 16.98"

AutoCAD SHX Text 26° 21' 54.62" 127° 46' 58.89"

AutoCAD SHX Text 26° 20' 44.03" 127° 45' 10.35"

AutoCAD SHX Text VTOL- Pad

AutoCAD SHX Text ELEV 128ft

AutoCAD SHX Text 26° 22' 4.81" 127° 46' 42.56"

AutoCAD SHX Text 26° 20' 48.96" 127° 45' 4.22"

AutoCAD SHX Text 26° 21' 28.04" 127° 45' 57.98"

AutoCAD SHX Text 26° 21' 40.03" 127° 46' 27.30"

AutoCAD SHX Text 26° 21' 2.17" 127° 45' 31.04"

AutoCAD SHX Text 26° 21' 15.75" 127° 46' 5.54"

AutoCAD SHX Text 26° 21' 51.16" 127° 46' 20.84"

AutoCAD SHX Text 26° 21' 47.23" 127° 46' 24.37"

AutoCAD SHX Text 26° 20' 52.12" 127° 45' 40.06"

AutoCAD SHX Text Warmup Pad 1

AutoCAD SHX Text Localizer Critical Area

AutoCAD SHX Text Warmup Pad 3

AutoCAD SHX Text 26° 21' 11.21" 127° 45' 43.42"

AutoCAD SHX Text 26° 21' 42.70" 127° 46' 26.65"

AutoCAD SHX Text 26° 20' 35.23" 127° 45' 22.17"

AutoCAD SHX Text 26° 21' 0.45" 127° 45' 33.09"

C P

48405

48974

48973

48971

48969

48962

48963

48960

48965

48966

48967

48934

48933

48932

F G

BOMBER

HWY 12

MAVERICK LOOP

NURSERY CIR

FAIR

HABU

STALLINGS

EPPAR

SMITH RD

C H

R D

HABU

SIDEWINDER

EAG

MAVERICK LOOP

N E

R W

HABU

SID

EWIN

DER

HABU

H O

ITZER

N=43050

N=43080

N=43110

N=43140

N=43170

N=43200

N=43230

N=43260

N=43290

N=43320

N=43350

N=43380

N=43410

N=43440

N=43500

N=43530

N=43560

N=43590

N=43620

N=43650

N=43680

N=43710

N=43740

N=43770

N=43800

N=43830

N=43860

N=43890

N=43920

N=43950

N=43980

N=44010

N=44040

N=44070

N=44100

N=44130

C-101

TS LX

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US Army Corps of Engineers ®

40200

M 1:2000

[m]180 20016014012010060 80

LEGEND:

STRUCTURE TO BE DEMOLISHED

AND REBUILT

EXISTING STRUCTURE NUMBER48405

SCALE 1:2000

A1 OVERALL MAP

LAYDOWN AREA

R L

O W

N A

O C

SCARIFY AND RE-COMPACT CUT AREAS,

OR COMPACT FILL MATERIAL:

- 90% COMPACTION - COHESIVE SOILS

- 95% COMPACTION - GRANULAR SOILS

PER ASTM D1557 / JIS A1210 STANDARD

NATIVE SOIL (CUT) OR IMPORTED FILL MATERIAL,

REFER TO SPECIFICATIONS

SCARIFY AND RE-COMPACT CUT AREAS,

OR COMPACT FILL MATERIAL:

- 90% COMPACTION - COHESIVE SOILS

- 95% COMPACTION - GRANULAR SOILS

PER ASTM D1557 / JIS A1210 STANDARD

200mm PCC SURFACE COURSE, NON-REINFORCED FLEXURAL STRENGTH: 4.5 MPa

100mm AGGREGATE BASE COURSE

- 100% COMPACTION PER ASTM D1557 / JIS A1210 STANDARDS

SCARIFY AND RE-COMPACT CUT AREAS,

OR COMPACT FILL MATERIAL:

- 90% COMPACTION - COHESIVE SOILS

- 95% COMPACTION - GRANULAR SOILS

PER ASTM D1557 / JIS A1210 STANDARD

100mm DENSE-GRADED ASPHALT PAVEMENT

200mm AGGREGATE BASE COURSE

- 100% COMPACTION PER ASTM D1557 / JIS A1210 STANDARDS

250mm AGGREGATE SUBBASE COURSE

- 95% COMPACTION PER ASTM D1557 / JIS A1210 STANDARDS

NATIVE SOIL (CUT) OR IMPORTED FILL MATERIAL,

REFER TO SPECIFICATIONS

SCARIFY AND RE-COMPACT CUT AREAS,

OR COMPACT FILL MATERIAL:

- 90% COMPACTION - COHESIVE SOILS

- 95% COMPACTION - GRANULAR SOILS

PER ASTM D1557 / JIS A1210 STANDARD

100mm DENSE-GRADED ASPHALT PAVEMENT

200mm AGGREGATE BASE COURSE

- 100% COMPACTION PER ASTM D1557 / JIS A1210 STANDARDS

450mm AGGREGATE SUBBASE COURSE

- 95% COMPACTION PER ASTM D1557 / JIS A1210 STANDARDS

NATIVE SOIL (CUT) OR IMPORTED FILL MATERIAL,

REFER TO SPECIFICATIONS

TRENCH WALL

EXCAVATION

NEW PIPE LINE OR CONDUIT

PAVEMENT TURF

EXISTING GROUNDEXISTING

PAVEMENT

SAW CUT &

PROVIDE

TACK COAT

150 MIN

C O

UNDISTURBED GROUND

150 MIN

DETECTABLE WARNING

TAPE FOR ELECTRICAL

SOD & TOPSOIL

REPLACEMENT

PAVEMENT SECTION

REPLACEMENT

C O

GENERAL NOTES:

1. REFER TO SPECIFICATIONS FOR ADDITIONAL

DETAILS ON AGGREGATE MATERIALS.

LAYER

A - NATIVE SOILS UNDER TURF

- BASE COURSE AGGREGATE TO SUBGRADE UNDER PAVEMENT

B - BASE COURSE AGGREGATE

150 MIN. BEDDING

ADJUSTING RINGS (3 MAX.)

300 MAX. PRECAST CONCRETE

FILLET

CONCRETE

SPACED

DIA. DRAIN

HOLES EQUALLY

DRAIN

SLOPE TO

MASTIC

NON-HARDENING

PREFORMED,

BEEHIVE GRATE TYPE OR JAPANESE EQUIVALENT

FOUR - 50

600 DIA.

HYDRAULIC CEMENT (TYP.)

DRESS UP JOINTS WITH

GENERAL NOTES:

1. PROVIDE GRANULAR BACKFILL AROUND INLET TO SUBGRADE ELEVATION IN PAVED AREAS. ENGINEERED FILL MATERIAL SHALL BE

USED.

2. PRECAST ADJUSTING RINGS SHALL BE REINFORCED WITH NO. 10 GAUGE WIRE OR EQUIVALENT AND SHALL HAVE A MINIMUM

THICKNESS OF 50MM.

3. MORTAR SHALL NOT BE USED TO DRESS UP ADJUSTING RINGS AND/OR FRAME.

4. IN PAVED AREAS, DRAIN HOLES/WEEP HOLES SHALL BE COVERED WITH FILTER FABRIC. FILTER FABRIC SHALL BE SECURED TO THE

OUTSIDE OF STRUCTURE PRIOR TO BACKFILL.

5. IN GRASS AREAS, DRAIN HOLES/WEEP HOLES SHALL BE PLUGGED WITH HYDRAULIC CEMENT.

MATCH DITCH BOTTOM ELEVATION

CS501

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US Army Corps of Engineers ®

SCALE NTS

F1 FLEXIBLE PAVEMENT AGM

SCALE NTS

F6 RIGID PAVEMENT

SCALE NTS

D1 FLEXIBLE PAVEMENT ECM

SCALE NTS

A1 UTILITY TRENCH

SCALE NTS

C6 STORM DRAIN STRUCTURE

NOTES:

1. REFER TO STRUCTURAL FOR THE INTERFERENCE BETWEEN THE CONCRETE APRONS AND THE ECM STRUCTURE.

2. ALL CONCRETE PAVEMENT OUTSIDE THE STRUCTURE SHALL BE CONSTRUCTED IN CONFORMANCE WITH SPECIFICATION

SECTION 32 12 13.14 HEAVY DUTY PAVEMENT

NOTES:

1. CAST GRAY IRON, CLASS 35B GRATING RATED FOR T-25 (100 kN / 25k LBS) WHEEL LOAD. MIN GRATING DEPTH SHALL BE 40 mm. MIN

BAR t = 6 mm. INSTALL USING 1 m MAX SEGMENTS TO ACCOMMODATE REMOVAL (ESTIMATED WT = 35 kg/80 LBS).

2. SEE GRADING PLANS FOR INVERTS

150 TYP 300 150

- 4

MIN

1 M M

AX SEGMENT

SCALE NTSA6 TRENCH DRAIN

MAX

L70x70x6 GALVANIZED Ø10x75 STUD @ 300 - WELD TO L

3-D16 (CONT)

SEALED EXPANSION JOINT

(REF 1/C-505)

TRENCH GRATING

SEE NOTE 1

300 mm GRANULAR FILL, COMPACT TO 95% PER JIS A 1210

D16 @ 150 D13 @ 300

THICKENED EDGE

(REF 5/C-505)

A6 T

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DP-48405

DP-48405;

20,22,24

DP-48405;

25,27,29

DP-48405;

26,28,30

DP-48405;

31,33,35

DP-48405;

32,34,36

DP-48405;

SERVICE

ENTRANCE

DP-48405;

SPD

DP-48405;

WP WP WP

WPWPWP

DP-48405;

19,21,23

DP-48405;

SHEET ID

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1 : 100C4 POWER PLAN 460mm AFF

[m]

107.552.5

FOR SERVICE ENTRANCE INCOMING CONDUIT DEPTH SEE SHEET

E-201.

TYPE 2 SURGE PROTECTIVE DEVICE (SPD) SHALL BE LOCATED

ADJACENT TO DP-48405. MAXIMUM BRANCH CIRCUIT LENGTH FROM

DP-48405 TO SPD IS 900mm.

ROLL-UP DOOR MOTOR CONTROLLER AND DISCONNECT SWITCH

SHALL BE MOUNTED 1980mm AFF.

INSTALL BRANCH CIRCUIT FROM DP-48405 TO RECEPTACLE FOR

TELECOM/SECURITY LOADS. INSTALL RECEPTACLE SURFACE

MOUNTED IN LOWER RIGHT CORNER OF BACKBOARD. COORDINATE

FINAL LOCATION AND INSTALLATION WITH TELECOM CONTRACTOR

PRIOR TO ROUGH IN.

KEY NOTES:

1. ROLL-UP BAY DOOR MOTORS AND CONTROLLERS

SHALL BE HOUSED IN NEMA 4X RATED ENCLOSURES.

2. DUPLEX RECEPTACLES MOUNTED ON EXTERIOR

WALLS SHALL BE WEATHERPROOF GFCI DUPLEX

RECEPTACLES.

3. RECEPTACLES SHALL BE MOUNTED AT 1220mm AFF.

SEE DETAIL D1 ON E-502 FOR ADDITIONAL DEVICE AND

EQUIPMENT MOUNTING HEIGHTS.

4. JUNCTION BOXES LOCATED INSIDE THE AGM SHALL

HAVE NO OPENINGS.

GENERAL NOTES:

PLAN NORTH

MOTOR/EQUIPMENT SCHEDULE

TAG DESCRIPTION

SERVING /

LOCATION

LOAD

OCP

DEVICE

FED FROM WIRE & CONDUIT SIZE

DISCONNECT AT UNIT

MOTOR

(HP)

FLA VOLT PHASE PF SWITCH FUSE TYPE

FLA INPUT MOTOR AGM 48405 1 2.78 208 3 0.85 20A CB DP-48405;19,21,23 3#3.5mm², 1#3.5mm² GRD IN 21mm C 30 A - NEMA 4

FLA INPUT MOTOR AGM 48405 1 2.78 208 3 0.85 20A CB DP-48405;20,22,24 3#3.5mm², 1#3.5mm² GRD IN 21mm C 30 A - NEMA 4

FLA INPUT MOTOR AGM 48405 1 2.78 208 3 0.85 20A CB DP-48405;25,27,29 3#3.5mm², 1#3.5mm² GRD IN 21mm C 30 A - NEMA 4

FLA INPUT MOTOR AGM 48405 1 2.78 208 3 0.85 20A CB DP-48405;26,28,30 3#3.5mm², 1#3.5mm² GRD IN 21mm C 30 A - NEMA 4

FLA INPUT MOTOR AGM 48405 1 2.78 208 3 0.85 20A CB DP-48405;31,33,35 3#3.5mm², 1#3.5mm² GRD IN 21mm C 30 A - NEMA 4

FLA INPUT MOTOR AGM 48405 1 2.78 208 3 0.85 20A CB DP-48405;32,34,36 3#3.5mm², 1#3.5mm² GRD IN 21mm C 30 A - NEMA 4

3 3 3 3

M A

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A D

B C D E

F G

DP-48405;2

F21

DP-48405;2

F21

DP-48405;2

F21

DP-48405;2

F21

DP-48405;4

F21

DP-48405;4

F21

DP-48405;4

F21

DP-48405;4

F21

3W SWITCHES

a,b,c

SWITCHES

a,b,c

DP-48405

DP-48405;1

DP-48405;3

DP-48405;1

DP-48405;5

DP-48405;3

DP-48405;1

DP-48405;5

DP-48405;3

CENTER LINE, CONCRETE

WEB OF OVERHEAD ROOF

BEAM, TYP

TYP

DP-48405;1

F1a a a a b c a b c a a a a c c c b b b a a a c c c b b b

SHEET ID

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1 : 100C4 LIGHTING PLAN 7200mm AFF 0

[m]

107.552.5

EXTERIOR PHOTOCELL SHALL BE MOUNTED ON SOUTH-FACING

EXTERIOR WALL. EXTERIOR WALL-MOUNTED PHOTOCELL SHALL

DETERMINE THE ON LIMIT FOR EXTERIOR LIGHTS. THE EXTERIOR LIGHT

FIXTURE SHALL HAVE AN OCCUPANCY SENSOR INTEGRAL TO THE

FIXTURE INCREASING LIGHT OUTPUT TO 100% OF THE MAXIMUM LUMENS

WITH MOTION DETECTED. OTHERWISE EXTERIOR LIGHTS SHALL BE AT

50% OF THE MAXIMUM LUMENS. FOR WIRING OF EXTERIOR PHOTOCELL

SEE DETAIL A8 FROM SHEET E-502.

THREE WAY TOGGLE SWITCH MOUNTED AT 1270mm AFF. SEE DETAIL D1

ON SHEET E-502 FOR EQUIPMENT AND DEVICE MOUNTING HEIGHTS.

KEY NOTES:

1. NOT USED.

2. NOT USED.

3. NOT USED.

4. JUNCTION BOXES LOCATED INSIDE THE AGM SHALL

HAVE NO OPENINGS.

GENERAL NOTES:

PLAN NORTH

M A

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-3

NEW AIR TERMINAL MOUNTED ON

TOP OF CONCRETE POLE

(TYPICAL) 3

NEW GROUND ROD

(TYPICAL) 2

NEW 100mm² BARE COPPER

CONDUCTOR (BCC)

UNDERGROUND GROUND RING

(TYPICAL)

NEW NFPA 780 CLASS 1

OVERHEAD CONDUCTOR

(TYPICAL)

NEW NFPA 780 CLASS 1 60mm²

BARE COPPER DOWN

CONDUCTOR (TYPICAL). SCH 80

PVC, SEAL AT ALL OPENINGS.

EXOTHERMIC WELD

(TYPICAL)

E-201

E-202 D1

PBB

E-202D6

1600mm AVG. DIST

FROM FOUNDATION

1100mm AVG. DIST

FROM FOUNDATION

E-202

9 9

STRUCTURAL FOOTING

(THROUGHOUT)

SBB

9 9

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1 : 100C3

GROUNDING AND LIGHTNING PROTECTION FLOOR PLAN

GROUND ROD WITH TEST WELL. SEE GROUND ROD TEST WELL

DETAILS A7, D1, AND D4 ON SHEET E-501 FOR MORE INFORMATION.

GROUND ROD. SEE DETAIL A7 ON SHEET E-501 AND DETAIL D7 ON

SHEET E-506 FOR GROUND ROD DETAILS.

ALUMINUM AIR TERMINAL. REFER TO A4/E-501.

CONDUCTORS SHALL BE CONNECTED TO COPPER DOWN

CONDUCTOR WITH BI METAL H-CLAMP. REFER TO SPECIFICATION

SECTION 26 41 00 FOR ADDITIONAL REQUIREMENTS WITH

DIS SIMILAR METALS.

100mm² BARE COPPER CONDUCTOR (BCC), GROUND RING

ELECTRODE, ENCIRCLING BUILDING PERIMETER. INSTALL IN DIRECT

EARTH CONTACT, 920mm MINIMUM FROM FOUNDATION.

INTERCONNECT PBB & SBB WITH 60mm2 SDBC IN 28mmC.

REPLACE EXISTING OVERHEAD CONDUCTOR WITH NEW CLASS I

60mm² ALUMINUM CONDUCTOR.

COMM SURFACE MOUNTED NEMA 4X ENCLOSURE. SEE SHEET ECM

T-101 FOR EXACT LOCATION OF THE NEMA 4X ENCLOSURE.

BOND FOUNDATION REBAR TO GROUNDING SYSTEM WITH 100mm2

BCC. INSTALL CABLE IN PLASTIC CONDUIT WHERE IT PASSES

THROUGH CONCRETE (TYPICAL EACH CORNER AND DISTANCES NOT

TO EXCEED 18.3m). SEE DETAIL A1/E-500.

PROVIDE 60mm2 SDBC BONDING CONNECTION FOR THE SURFACE

MOUNTED NEMA 4X ENCLOSURE TO THE GROUNDING RING OR

GROUND COUNTERPOISE.

REFER TO DETAIL D8/E-502 FOR PRIMARY AND SECONDADY

BUSBAR/GROUND BAR DETAIL.

KEY NOTES:

1. DESIGN AND INSTALLATION IN ACCORDANCE WITH SPECIFICATION SECTION 26 41 00 LIGHTNING PROTECTION SYSTEM.

2. BUILDING GROUND RING SHALL BE PLACED BETWEEN 920mm AND 2400mm FROM BUILDING FOUNDATION PER NFPA 780.

3. CATENARY LIGHTNING PROTECTION SYSTEM 1900mm AWAY FROM PROPOSED BUILDING GROUND RING PERIMETER.

4. GROUND RING SHALL USE MINIMUM 100mm² BARE COPPER CONDUCTOR (BCC), FOR ELECTRODE AND ALL CONNECTIONS.

5. ALL BONDING CONNECTIONS TO GROUND RING AND LIGHTNING PROTECTION SYSTEM MUST BE EXOTHERMICALLY WELDED. NO MECHANICAL CONNECTIONS ARE PERMITTED, EXCEPT AT TEST WELLS.

6. ALL LIGHTNING PROTECTION CONDUCTIVE MATERIALS INSTALLED 305mm AFG SHALL BE ALUMINUM. ALL GROUND RODS AND CONDUCTORS INSTALLED UNDER EARTH SHALL BE

COPPER.

7. GROUND RODS TO BE SPACED AT LEAST THREE (3) ROD LENGTHS APART.

8. BUILDING STEEL TO BE BONDED TO GROUNDING SYSTEM TO CREATE FARADAY CAGE EFFECT.

9. NOT USED.

10. CONTRACTOR MAY NOT REUSE CONCRETE POLES FROM EXISTING CATENARY LIGHTNING PROTECTION SYSTEM FOR NEW DESIGN AS SHOWN ON THIS DRAWING.

CONTRACTOR MUST REPLACE EXISTING LIGHT POLES WITH NEW LIGHT POLES..

11. THE LIGHTNING PROTECTION SYSTEM (LPS) MUST PROVIDE A 30m ZONE OF PROTECTION. THE 30m ZONE OF PROTECTION SHALL BE DOCUMENTED USING THE ROLLING SPHERE

METHOD (RSM). SEE SHEET E-201 AND E-202 FOR TYPICAL RSM ANALYSIS FOR AGM.

12. REINFORCING STEEL IN WALL, FLOOR AND BOX MUST BE INTERCONNECTED, BONDED AND MUST HAVE A CONTINUOUS PATH TO THE PRIMARY GROUNDING SYSTEM. METAL

VENTILATORS, STEEL DOORS, DOOR FRAMES SHALL ALSO BE BONDED TO THE PRIMARY GROUNDING SYSTEM.

13. INCOMING POWER AND COMM. MUST ENTER THE GROUND AT LEAST 15.24m FROM THE FACILITY, MEASURED TO THE NEAREST POINT. CABLES AND WIRES MUST BE INSTALLED IN

METALLIC PIPING THAT IS BONDED TO THE GROUND RING SYSTEM AS THE POINT OF ENTRY.

14. ANY METALLIC PENETRATION, I.E. VENTILATION, CONDUIT, ETC., MUST BE BONDED TO THE REBAR AT THE POINT OF ENTRY.

15. CONSIDER ALL MASSES FOR SIDEFLASH HAZARD. METAL MASSES WITHIN THE SIDEFLASH DISTANCE SHALL BE BONDED TO THE LPS, OR BE MOVED OUTSIDE THE SIDEFLASH SEPARATION

DISTANCE.

16. GROUND AND BONDING CABLE SIZES ARE BASED ON COPPER CONDUCTORS. ALUMINUM CONDUCTORS, IF USED, MUST BE SIZED TO THE COPPER EQUIVALENT.

17. REFER TO DETAIL E4/5E-502 FOR GROUNDING SYSTEM DIAGRAM.

GENERAL NOTES:

[m]

107.552.5

PLAN NORTH

M A

C R

D A

T E

M D

E B

1. CONCRETE POLES SHALL BE CERTIFIED IN COMPLIANCE WITH JEAC

7001-1999 ELECTRICAL DISTRIBUTION REGULATIONS.

2. POLES SHALL HAVE CONCRETE MATERIAL MIXED AND FABRICATED

PER JIS A 5373 (LATEST EDITION).

3. NOT USED.

4. CONTRACTOR SHALL SELECT CONCRETE POLES FABRICATED WITH

SAFETY FACTOR (SF) OF 2.0 FOR BENDING MOMENT (M) AT GROUND

LINE (GL) OF 37.5 kN-m (CRACK TEST MOMENT N = M x SF = 75kN-m).

5. IF REQUIRED, CONCRETE ANCHOR BLOCK BELOW GROUND SHALL

BE SELECTED BY THE POLE MANUFACTURER FOR THE INDICATED

BENDING MOMENT ASSUMING ALLOWABLE SOIL LATERAL

RESTRAINING PRESSURE OF 75 kPa/m OF DEPTH OF EMBEDMENT.

6. ALL STEEL ACCESSORIES (U-BOLTS, NUTS, WASHERS, ETC) SHALL

BE HOT DIP GALVANIZED (HDG) OR STAINLESS STEEL (SUS).

7. REFER TO SECTION 33 05 16 FOR ADDITIONAL REQUIREMENTS.

CONCRETE POLE NOTES:

U P

D A

T E

D G

R O

U N

D R

R O

U N

D R

O D

C O

N C

R E

T E

P O

L E

N O

T E

AIR TERMINAL (TYP)

REFER TO A4/E-501

NEW CONCRETE POLE (TYP)

REFER TO E-103

GROUND ROD (TYP)

30m RADIUS SPHERE

NEW ALUMINUM CLASS I

BARE CONDUCTOR

(TYP)

GROUND RING

CONDUCTOR

INCOMING POWER

CONDUIT

-1200

+16.5m

+9.0m

GL +0.00

SHEET ID

D R

A W

N B

J H

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R T

D E

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D B

H O

G L E

S U

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C O

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N O

S O

N N

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M Y

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F E

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S J A

P A

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T O

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A J A

P A

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PLOT SCALE:PLOT DATE:

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E-201

H T

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T E

C T

A N

D G

R O

U N

G S

Y S

T E

M E

L E

V A

RTA

O C

1 : 100C3

LIGHTNING PROTECTION AND GROUNDING

SYSTEM - SOUTH ELEVATION

[m]

107.552.5

UNDERGROUND SECONDARY DISTRIBUTION CONDUIT, TERMINATING

AT DP-48405, SHALL BE BELOW FOUNDATION. CONDUIT ELEVATION

IS 1200mm BELOW GRADE.

BOND USING MECHANICAL CONNECTION WITH 38.0mm2.

KEY NOTES:

11. LIGHTNING PROTECTION RANGE IS WITHIN 30m RADIUS

USING THE ROLLING SPHERE METHOD.

2. SEE SHEET E-103 FOR AGM LIGHTNING PROTECTION

AND GROUNDING PLAN.

3. BARE COPPER CONDUCTOR AND GROUND RODS TO BE

BURIED A MINIMUM DEPTH OF 600mm BELOW GRADE

LEVEL.

GENERAL NOTES:

GRADE LEVEL

2 2 2 2 2

M A

C R

D A

T E

M D

E B

U P

D A

T E

D G

R O

U N

D R

A N

D G

R O

U N

D R

O D

N O

T E

AIR TERMINAL (TYP)

REFER TO A4/E-501

NEW CONCRETE POLE(TYP)

REFER TO E-103

GROUND ROD (TYP)

30m RADIUS SPHERE

GROUND RING

CONDUCTOR INCOMING POWER

CONDUIT

-600

-1219

GL +0.00

+9.0m

+16.5m

AIR TERMINAL (TYP)

REFER TO A4/E-501

NEW CONCRETE POLE(TYP)

REFER TO E-103

GROUND ROD (TYP)

30m RADIUS SPHERE

GROUND RING

CONDUCTOR

-600

-1200

GL +0.00

+12.00m

SHEET ID

D R

A W

N B

J H

U E

R T

D E

N E

D B

H O

G L E

S U

B M

E D

B Y

L R

O B

E R

T S

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

A R

M Y

C O

R P

S O

F E

N G

E R

S J A

P A

N D

T O

A W

A J A

P A

C H

E C

K E

D B

G G

O R

S L

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

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-7 w w w .e x p F e d e ra l.

c o m

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A D

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A A

M M

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E-202

H T

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1 : 100D1

LIGHTNING PROTECTION AND GROUNDING

SYSTEM - WEST ELEVATION

[m]

107.552.5

1 : 100D6

LIGHTNING PROTECTION AND GROUNDING

SYSTEM - EAST ELEVATION

[m]

107.552.5

1 : 100A6

LIGHTNING PROTECTION AND GROUNDING

SYSTEM - NORTH ELEVATION BOND USING MECHANICAL CONNECTION WITH 38.0mm2.

KEY NOTES:

1 1 1 1 1 1

M A

C R

D A

T E

M D

E B

U P

D A

T E

D G

R O

U N

D R

A N

D G

R O

U N

D R

O D

N O

T E

4#38.0mm² 54.0mmC 1#14mm²G

3#2.0mm

SOLID

1#2.0mm

SOLID GND

22mmC

DP-48405

100A, 208Y/120V, 3P, 4W, 10 KAIC

BAY DOOR 1

BD-1

BAY DOOR 2

BD-2

BAY DOOR 3

BD-3

BAY DOOR 4

BD-4

BAY DOOR 5

BD-5

20A 20A 20A 20A20A

50A

20A

BAY DOOR 6

BD-6

SPACE

20A

SPARE

2#2.0mm

SOLID

1#2.0mm

SOLID GND

22mmC

INTERIOR

LIGHTING

20A

SECURITY/

TELECOM

EXTERIOR

LIGHTING

20A 20A

INTERIOR

LIGHTING

20A

INTERIOR

LIGHTING

20A

EXTERIOR

LIGHTING

20A 20A

INTERIOR

RECEPTACLES

20A

TO UTILITY CIRCUIT H1

POLE MOUNT TRANSFORMER ARRAY

15 KVA (3 - 5KVA)

13.8 KV PRI - 208Y/120 V SEC

19,21,23 20,22,24 25,27,29 26,28,30 31,33,35 32,34,36 37,39,41 38,40,42

14,16,1871 3 52 4 6

NORTH AND

WEST EXTERIOR

RECEPTACLES

20A

SOUTH AND EAST

EXTERIOR

RECEPTACLES

20A

1713 15

DP-48405

100A, 208Y/120V, 3Ø, 4W, 10 KAIC

SPD

50A

4#38.0mm² 1#38.0mm²G 54.0mmC

SURGE

PROTECTIVE

DEVICE

(SPD)

2#2.0mm

SOLID

1#2.0mm

SOLID GND

22mmC

2#2.0mm

SOLID

1#2.0mm

SOLID GND

22mmC

2#2.0mm

SOLID

1#2.0mm

SOLID GND

22mmC

2#2.0mm

SOLID

1#2.0mm

SOLID GND

22mmC

2#2.0mm

SOLID

1#2.0mm

SOLID GND

22mmC

2#2.0mm

SOLID

1#2.0mm

SOLID GND

22mmC

2#2.0mm

SOLID

1#2.0mm

SOLID GND

22mmC

2#2.0mm

SOLID

1#2.0mm

SOLID GND

22mmC

3#2.0mm

SOLID

1#2.0mm

SOLID GND

22mmC

3#2.0mm

SOLID

1#2.0mm

SOLID GND

22mmC

3#2.0mm

SOLID

1#2.0mm

SOLID GND

22mmC

3#2.0mm

SOLID

1#2.0mm

SOLID GND

22mmC

3#2.0mm

SOLID

1#2.0mm

SOLID GND

22mmC

SPARE

8,10,12

SPACE

20A

SPARE

20A

SPARE

100A

50A

POLE- MOUNTED

FUSIBLE DISCONNECT

4#38.0mm² 54.0mmC

1 1 1 1 1 1 2#2.0mm

SOLID

1#2.0mm

SOLID GND

22mmC

1 1 1

1 1 1 1 1 1

SHEET ID

D R

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S J A

P A

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T O

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A J A

P A

C H

E C

K E

D B

G G

O R

S L

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

FILE PATH:

N A

V E

S U

C H

G O

T -6

-7 w w w .e x p F e d e ra l.

c o m

F Y

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A D

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A A

M M

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SCALE

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E-601

A G

N E

-L

E D

R A

RTA

O C

NOT TO SCALEB4

AGM 48405 ONE-LINE DIAGRAM

EXTERIOR RECEPTACLE AND COVER TO BE RATED

NEMA 4, WEATHERPROOF FOR OUTDOOR CLIMATE.

EXTERNAL SURGE PROTECTIVE DEVICE (SPD)

SHALL BE LOCATED AS CLOSE TO DP-48405 AS

POSSIBLE. SPD SHALL NOT BE INSTALLED INSIDE

DP-48405. SPD SHALL BE A 4-POLE DEVICE WITH

INTEGRAL DISCONNECT SWITCH. SEE

SPECIFICATION SECTION 26 20 00 FOR PROTECTION

RATINGS.

KEY NOTES:

11. SEE SHEET E-600 FOR THE OVERALL ONE-LINE

DIAGRAM INDICATING WHAT POWER PHASES THE

POLE-MOUNTED TRANSFORMERS FOR THE MAGAZINES

CONNECT TO.

2. CIRCUIT BREAKERS INSTALLED IN DP-48405 SHALL

HAVE 10 KAIC SHORT-CIRCUIT RATING.

GENERAL NOTES:

1 1

M A

C R

D A

T E

M D

E B

U P

D A

T E

D C

O N

D U

C T

O R

E S

C O

N N

E C

T ,A

N D

B R

E A

K E

R R

A T

EQUIPMENT TAG

XX - EQUIPMENT TYPE

# - EQUIPMENT NUMBER

ELECTRICAL SYMBOL LIST

MISCELLANEOUS SYMBOLS

LIGHTING SYMBOLS

KEYED NOTE DESIGNATION

FUSE

GROUND

CURRENT TRANSFORMER, RATING AS INDICATED

ONE LINE DIAGRAM SYMBOLS

TRANSFORMER

POTENTIAL TRANSFORMER, RATING AS INDICATED

CIRCUIT BREAKER THERMAL MAGNETIC

UNLESS NOTED OTHERWISE

120V, WEATHER PROOF WHILE IN USE ENCLOSURE

CONTAINING GROUND FAULT CIRCUIT INTERRUPTER

DUPLEX RECEPTACLE

RECEPTACLES AND JUNCTION BOXES SYMBOLS

EQUIPMENT SYMBOLS

SPD SURGE PROTECTIVE DEVICE

SEE ONE-LINE DIAGRAMS IN E-600 SERIES DRAWINGS

FOR STRUCTURE SPECIFIC DESIGN PARAMETERS.

BRANCH DISTRIBUTION PANELBOARD

PANELBOARDS SYMBOLS

PANEL DESIGNATIONS:

SWBD

MDP

120V, DUPLEX RECEPTACLE, NEMA 5-20R (TYPICAL UNO)

REFER TO LIGHTING FIXTURE SCHEDULE

FIXTURE TAGS:

F1 INDICATES FIXTURE TYPE, 3 INDICATES CIRCUIT

NUMBER, a INDICATES SWITCH LEG

INTERIOR LIGHT, CEILING BRACKET MOUNT FIXTURE,

NORMAL POWER

SWITCHBOARD

MAIN DISTRIBUTION PANELBOARD

DISTRIBUTION PANELBOARD

POWER PANELBOARD

CONDUIT STUBBED DOWN

FLEXIBLE CONDUIT

CONDUIT STUBBED UP

WHERE SHOWN, ARROWHEAD DENOTES HOME RUN

TO PANEL BOARD. WHERE SHOWN, SLASH LINES

INDICATE QUANTITY OF WIRES, NEUTRAL WIRE

SHOWN AS A LONG LINE PHASE WIRE AND SWITCH

LEGS SHOWN AS SHORT LINES, AND GROUND WIRE

SHOWN AS A LONG LINE WITH A DOT. REFER TO

E-002 NOTES FOR BRANCH CIRCUIT SIZING AND E-601

FOR FEEDER SIZING.

CONDUIT STUBBED OUT WITH CAP

SURFACE MOUNTED RACEWAY

WIRING AND RACEWAY SYMBOLS

LIGHTING CONTROL SYMBOLS

PHOTOCELL, 120V RATED

THREE WAY TOGGLE SWITCH, 20A, 120-277V

LETTER INDICATES SWITCH LEG

SINGLE POLE TOGGLE SWITCH, 20A, 120-277V

LETTER INDICATES SWITCH LEG

3W b

GROUNDING SYMBOLS

SECONDARY BONDING BUSBAR

GROUND ROD

MOTORS AND CONTROLS SYMBOLS

UP/DOWN/STOP CONTROL STATION, 120V RATED

208V, 20A, COMBINATION MAGNETIC MOTOR STARTER

AND NON-FUSED DISCONNECT SWITCH

208V MOTOR, HORSEPOWER AS INDICATED. PROVIDE

LIQUID-TIGHT FLEX CONNECTION AND JUNCTION BOX.

LIGHTNING PROTECTION AIR TERMINAL

EXOTHERMIC WELD CONNECTION OR LISTED

IRREVERSIBLE HIGH COMPRESSION FITTING

GROUNDING ROD, TW INDICATES TEST WELL

F21 3a

WALL MOUNTED EXTERIOR LIGHT, NORMAL POWER

EQUIPMENT CONDUIT SIZES

TRADE SIZE 1/2" 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 3-1/2" 4"

METRIC DISIGNATOR

(mm)

16 mm 21 mm 27 mm 35 mm 41 mm 53 mm 63 mm 78 mm 91 mm 103 mm

JIS THICK WALL 16 mm 22 mm 28 mm 36 mm 42 mm 54 mm 70 mm 82 mm 92 mm 104 mm

EQUIPMENT CONDUCTOR SIZES

AWG #14 #12 #10 #8 #6 #4 #2 #1 #1/0 #2/0 #3/0

AREA 2.0mm² 3.3mm² 5.3mm² 8.4mm² 13.3mm² 21.2mm² 33.6mm² 42.4mm² 53.5mm² 67.4mm² 85.0mm²

JIS 1.6mm SOLID 2.0mm SOLID 5.5mm² 8.0mm² 14.0mm² 22.0mm² - 38.0mm² - 60.0mm² -

AWG #4/0 250 kcmil 300 kcmil 400 kcmil 500 kcmil 600 kcmil 800 kcmil 1000 kcmil

AREA 107.2mm² 127.0mm² 152.0mm² 203.0mm² 253.0mm² 304.0mm² 405.0mm² 507.0mm²

JIS 100.0mm² - 150.0mm² 200.0mm² 250.0mm² 325.0mm² 400.0mm² 500.0mm²

F1 3a

MEDIUM VOLTAGE SYMBOLS

POLE MOUNTED EXPULSION FUSE

POLE MOUNTED MV SURGE ARRESTER

ABBREVIATIONS

AFF

AFG

AGM

AVG

CKT

COR

ECM

FLA

GFCI

GFI

GFP

GND

IDS

IMC

KAIC

KWH

LED

LPW

LVS

MCB

MFR

MLO

MTD

NEC

NFPA

NTS

OCP

PBB

PVC

RGS

ROW

R/W

SBB

SER

SDBC

SPD

TYP

UNO

XFMR

AMPERES

AMP FRAME

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ABOVE GROUND MAGAZINE

AMP TRIP

AVERAGE

BAY DOOR

CONDUIT

CIRCUIT BREAKER

CIRCUIT

CONTRACTING OFFICER'S REPRESENTATIVE

CENTERPOINT

COPPER

DISTRIBUTION PANELBOARD

EARTH COVERED MAGAZINE

FULL LOAD AMPERES

GOVERNMENT FURNISHED, CONTRACTOR INSTALLED

GROUND FAULT CIRCUIT INTERRUPTOR

GROUND FAULT PROTECTION

GROUND

HORSEPOWER

HERTZ

INTRUSION DETECTION SYSTEM

INTERMEDIATE METAL CONDUIT

KILOAMPS INTERRUPTING CURRENT

KILOWATT HOUR

LIGHT EMITTING DIODE

LUMENS PER WATT

LIGHT

LOW VOLTAGE SWITCH

MAIN CIRCUIT BREAKER

MOUNTING DISTANCE

MANUFACTURER

MOUNTING HEIGHT

MAIN LUGS ONLY

MOUNTED

MEDIUM VOLTAGE

NATIONAL ELECTRICAL CODE

NATIONAL FIRE PROTECTION ASSOCIATION

NON-FUSED

NUMBER

NOT TO SCALE

OVERCURRENT PROTECTION

PRIMARY BONDING BUSBAR

PHOTOCELL

POWER FACTOR

PHASE

POLYVINYL CHLORIDE

RIGID GALVANIZED STEEL

RIGHT OF WAY

RACEWAY

SECONDARY BONDING BUSBAR

SERVICE ENTRANCE RATED

SOFT DRAWN BARE COPPER

SURGE PROTECTIVE DEVICE

TYPICAL

UNDERWRITERS LABORATORY

UNLESS NOTED OTHERWISE

WEATHERPROOF

TRANSFORMER

120V, DUPLEX RECEPTACLE, NEMA 5-20R (TYPICAL UNO)

XX,YY,ZZ THREE PHASE EQUIPMENT (POLE NUMBERS XX,YY,ZZ)

XXXX UTILITY POLE (NUMBER XXXX)

POLE-MOUNTED TRANSFORMER, 13.8 KV PRIMARY

PRIMARY BONDING BUSBAR

PBB

SBB

NEW OVERHEAD ALUMINUM, CLASS I CONDUCTOR,

MINIMUM mm2

OH OVERHEAD 13.8 KV ELECTRICAL DISTRIBUTION

LP LIGHTNING PROTECTION CONDUCTOR

E UNDERGROUND 13.8 KV ELECTRICAL DISTRIBUTION

OG OVERHEAD GUY WIRE

GUY WIRE AND ANCHOR ASSEMBLY

INTERIOR LIGHT, CEILING BRACKET MOUNT FIXTURE,

NORMAL POWER

F2 3a

DEFINITIONS

RIGHT OF WAY

HORIZONTAL

ANGLE

A STRIP OF LAND DEDICATED FOR PUBLIC USE THAT

MAY INCLUDE UTILITY FACILITIES. THE LAND COULD

BE OWNED BY THE UTILITY, OR UTILITY COULD HAVE

RIGHTS TO THE PROPERTY THROUGH EASEMENTS.

DEFLECTION ANGLE CREATED BY A CHANGE IN THE

DIRECTION OF THE LINE.

HAND HOLE REFER TO DETAIL A6 ON SHEET E-500HH

SHEET ID

D R

A W

N B

J H

U E

R T

D E

N E

D B

H O

G L E

S U

B M

E D

B Y

L R

O B

E R

T S

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

A R

M Y

C O

R P

S O

F E

N G

E R

S J A

P A

N D

T O

A W

A J A

P A

C H

E C

K E

D B

G G

O R

S L

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

FILE PATH:

N A

V E

S U

C H

G O

T -6

-7 w w w .e x p F e d e ra l.

c o m

F Y

X F

B R

E P

L A

C E

M U

S S

T R

U C

T U

R E

S K

A D

E N

A A

M M

O S

T O

R A

G E

A N

N E

X S

K A

D E

N A

B A

S E

A W

A J A

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M D

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A D

D E

D D

E F

S R

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A B

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C T

E D

S P

E L L

SHEET ID

A W

N B

J H

U E

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D E

N E

D B

H O

G L E

S U

B M

E D

B Y

L R

O B

E R

T S

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

A R

M Y

C O

R P

S O

F E

N G

E R

S J A

P A

N D

T O

A W

A J A

P A

C H

E C

K E

D B

G G

O R

S L

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

FILE PATH:

N A

V E

S U

C H

G O

T -6

-7 w w w .e x p F e d e ra l.

c o m

F Y

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C E

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T R

U C

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S K

A D

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A A

M M

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US Army Corps of Engineers ®

2/9/2022 1:36:29 PM

C:\Users\JesusHuerta\Documents\FY17_AGM_jesus.huertaQ77LY.rvt

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ELECTRICAL REFERENCES:

ASHRAE 90.1

IECC

MIL-HDBK-419A

MIL-STD-188-124

IBC

IESNA

JED

NFPA 70

NFPA 70E

NFPA 101

NFPA 780

UFC 3-440-05N

UFC 3-501-01

UFC 3-520-01

UFC 3-530-01

UFC 3-550-01

UFC 3-575-01

UFC 4-010-01

UFC 4-021-02

UFC 4-420-01

ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE RESIDENTIAL

INTERNATIONAL ENERGY CONSERVATION CODE

GROUNDING, BONDING, AND SHIELDING FOR ELECTRONIC EQUIPMENT AND FACILITIES

GROUNDING, BONDING, AND SHIELDING

INTERNATIONAL BUILDING CODE

LIGHTING HANDBOOK REFERENCE AND APPLICATION

DESIGN GUIDE

NATIONAL ELECTRICAL CODE

STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE

LIFE SAFETY CODE

STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS

TROPICAL ENGINEERING

ELECTRICAL ENGINEERING

INTERIOR ELECTRICAL SYSTEMS

INTERIOR AND EXTERIOR LIGHTING CONTROLS

EXTERIOR ELECTRICAL POWER DISTRIBUTION

LIGHTNING AND STATIC ELECTRICITY PROTECTION SYSTEM

DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

ELECTRONIC SECURITY SYSTEMS

AMMUNITION & EXPLOSIVE STORAGE MAGAZINES

ELECTRICAL GENERAL NOTES:

1. REQUIREMENTS:

REVIEW GOVERNMENT AND USACE REGULATIONS, STANDARDS, CRITERIA, AND

INSTRUCTIONS PRIOR TO COMMENCING WORK.

2. SITE VISIT:

PERFORM A THOROUGH SITE VISIT TO VERIFY THE EXISTING CONDITIONS AND

CONSTRAINTS PRIOR TO BID FOR THE EXTENT OF WORK AND COORDINATION

INCLUDING INSTALLATION, DEMOLITION, ALTERATIONS, AND TEMPORARY FACILITIES.

3. CONDUCTOR SIZING:

BRANCH CIRCUIT SIZES NOT INDICATED ON DRAWINGS FOR 15 AND 20 AMP CIRCUITS

SHALL BE MINIMUM 2.0 mm SOLID CONDUCTOR IN G16 (1/2 INCH) TYPE G CONDUIT

(THICK WALL), AND SHALL BE ADJUSTED FOR VOLTAGE DROP FROM 208Y/120 VOLT

PANELS TO ELECTRICAL LOAD AS FOLLOWS:

0-30m MINIMUM 2.0 mm SOLID CONDUCTOR 30m-40m MINIMUM 5.5 mm2 CONDUCTOR OVER 40m MINIMUM 8.0 mm2 CONDUCTOR

4. CONDUCTORS SHALL BE 600 VOLT XHHW-2 INSULATED COPPER, MINIMUM SIZE SHALL

BE 2.0 mm SOLID CONDUCTOR (#12 AWG), WIRE SIZES 5.5 mm2 (#10 AWG) AND LARGER

SHALL BE STRANDED. JIS EQUIVALENT CONDUCTORS (CE TYPE) ARE ACCEPTABLE.

5. MECHANICAL EQUIPMENT

MECHANICAL EQUIPMENT WILL BE FURNISHED AND INSTALLED BY THE DIV. 23

CONTRACTOR. COORDINATE THE EXACT LOCATION AND NATURE OF THE REQUIRED

ELECTRICAL CONNECTION TO THE MECHANICAL EQUIPMENT TO BE PROVIDED PRIOR

TO ROUGH-IN.

6. SAFETY

THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE THE SAFETY

OF THE BUILDING'S EMPLOYEES, AS WELL AS THEIR OWN FORCES, BY ADEQUATELY

PROTECTING EXPOSED LIVE CABLE, EQUIPMENT, OR DEVICES THROUGHOUT THE

COURSE OF THE WORK.

7. MISCELLANEOUS SUPPORTING MEMBERS

SEISMIC CONTROLS AND SUPPORTING MEMBERS INCLUDING: ANGLES, CHANNELS, OR

OTHER MISCELLANEOUS STEEL, BOLTS, RODS, ETC. REQUIRED TO SUPPORT

ELECTRICAL EQUIPMENT, DEVICES AND/OR FEEDERS SHALL BE SELECTED, FURNISHED

AND INSTALLED BY THE CONTRACTOR.

8. CONDUIT SUPPORTS

METAL SUPPORTS AND ANCHORING DEVICES SHALL BE HOT-DIPPED GALVANIZED

STEEL, RATED FOR EXPOSED ENVIRONMENTAL CONDITIONS.

9. SEISMIC PROTECTION

INSTALLATION SHALL BE BRACED PER SEISMIC REQUIREMENTS OF THE

SPECIFICATIONS SECTIONS 26 05 48.00 10 AND 13 48 00. REFER TO STRUCTURAL

DRAWINGS: GENERAL NOTES - MINIMUM ENVIRONMENTAL LOADS FOR THE PERTINENT

SEISMIC, SITE AND RISK CATEGORYDATA.

10. CONDUIT

INTERIOR AND EXTERIOR CONDUIT SHALL BE RMC/TYPE G WITH THREADED FITTINGS.

11. ELECTRICAL CONNECTIONS

MAKE FINAL CONNECTIONS TO VIBRATING EQUIPMENT AND DEVICES WITH FLEXIBLE

METAL CONDUIT OR WITH LIQUID TIGHT FLEXIBLE METAL CONDUIT. EXTEND GROUND

CONDUCTOR THROUGH FLEXIBLE CONNECTIONS.

12. ELECTRICAL WIRING BOXES

INSTALL PULL BOXES, JUNCTION BOXES, AND OUTLET BOXES IN ACCORDANCE WITH

CODES AND STANDARDS. BOXES SHALL INCLUDE ACCESSIBLE, GASKETED COVERS,

SHALL BE CAST ALUMINUM FS/FD TYPE, AND SHALL BE SIZED IN ACCORDANCE WITH

CODE TO ADEQUATELY FACILITATE PULLING AND CONNECTING THE QUANTITY AND

SIZE OF CONDUCTORS AND CABLES CONTAINED. CONDUIT TERMINATIONS SHALL BE

THREADED AND MADE WITH BUSHINGS. EQUIPMENT, CONDUITS, AND BOXES SHALL BE

SUPPORTED DIRECTLY TO THE BUILDING STRUCTURE AND SEISMICALLY BRACED

WHERE REQUIRED BY CODES.

13. DISCONNECT SWITCHES

LOCAL DISCONNECT SWITCHES FOR ELECTRICALLY OPERATED EQUIPMENT SHALL BE

HEAVY DUTY, QUICK-MAKE, QUICK-BREAK TYPE, WITHIN ENCLOSURE SUITABLE FOR

THE LOCATION.

14. COMMUNICATIONS SYSTEMS

PROVIDE RACEWAY SYSTEMS FOR COMMUNICATIONS AND CONTROL WIRING. REFER

TO COMMUNICATIONS, SECURITY, AND SPECIFICATIONS FOR CABLE TRAY, CONDUITS,

BOXES, AND OTHER RACEWAY REQUIREMENTS. POWER CONDUITS SHALL BE

SEPARATED FROM COMMUNICATIONS SYSTEMS, CABLES, AND CONDUITS BY A

MINIMUM OF 300mm WHERE RUNNING PARALLEL AND 150mm WHERE RUNNING

PERPENDICULAR TO COMMUNICATIONS SYSTEMS.

15. SITE UTILITY VERIFICATION

CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING SITE UTILITY SYSTEMS

PRIOR TO EXCAVATION AND TRENCHING FOR INSTALLATION OF ELECTRICAL

DUCTBANKS AND MANHOLES.

16. POLE ASSEMBLIES SHOWN IN THE DETAIL SHEETS ARE INTENDED TO REPRESENT THE

OVERALL INTENT OF UNIT. CONTRACTOR IS RESPONSIBLE FOR INCLUSION OF ALL

MISCELLANEOUS PARTS NECESSARY FOR A COMPLETE OPERATIONAL INSTALLATION.

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.3 m

DOWN CONDUCTOR

100mm2 (TYP 2 PER END)

REINFORCING

STEEL(TYP)

100mm2 COPPER

CONDUCTOR AT

EACH CORNER

(TYP)

EXOTHERMIC

WELD TYP

GROUND RING (LOOP)

CONDUCTOR

DOWN CONDUCTOR

100mm2 (TYP 2 PER END)

GROUND

ROD

(TYP)

1. ALL VENTILATORS MAY NOT SHOW ON PLAN FOR CLARITY. ANY VENTILATORS OR OTHER METALLIC BODIES WHICH RISE ABOVE FINISHED GRADE WITHIN MUNITIONS STORAGE SHALL BE BONDED TO NEAREST GROUND ELECTRODE SIMILARLY AS

SHOWN.

2. GROUND CONDUCTORS SHALL BE MINIMUM 60mm2 UNLESS OTHERWISE NOTED.

3. STEEL DOOR BONDING CONDUCTORS NOT SHOWN.

NOTES

VENTILATOR

GROUNDING

PLATE

D7 E-500

100mm2

NOMETALLIC PROTECTIVE

SLEEVE AT FOUNDATION

ENTRY

BOND TO GROUND

ELECTRODE

1. BOND 100mm2 COPPER CONDUCTOR TO VERTICAL DOWEL THAT IS BONDED TO STEEL PLATE, AND BOND TO HORIZONTAL REBAR OF AT LEAST 6.10m LONG.

2. REBAR AND CABLE WELDS SHALL BE >30mm.

NOTES

WELDED CONNECTIONS

(MIN. OF 2)

60mm² (MIN.) BARE COPPER

WIRE BONDED TO GROUND

PLATE AND REBAR FOR

CONTINUITY

GROUND PLATE AND

EXOTHERMIC CONNECTIONS

TO REBAR PROVIDE TWO PER

PANEL ALL AROUND

100mm2

NOMETALLIC PROTECTIVE

SLEEVE AT FOUNDATION

ENTRY

BOND TO GROUND

ELECTRODE

1. BOND 100mm2 COPPER CONDUCTOR TO VERTICAL DOWEL THAT IS BONDED TO STEEL PLATE, AND BOND TO HORIZONTAL REBAR OF AT LEAST 6.10m LONG.

NOTES

SKID RESISTANT

SURFACE

HANDHOLE COVER

IMPRINT TO SAY

"ELECTRICAL"

ELECTRCAL

15mm X 100mm PULL SLOT

COVER

BASE

HANDHOLE

600mm X 750mm X 600mm HEIGHT

GRAVEL BASE

25mm DEEP (MIN)

SPD

PANEL

IDS

TO GFCI RECEPTACLE

TO LIGHTS

TO PIR MOTION SENSORS

TO DOOR CONTACTS

PROVIDE POWER FOR IDS PANEL

CONDUIT AND 60mm² SDBC

CONDUIT AND

60mm² SDBC

SINGLE POINT GROUND BAR PBB

SEE E4/E-502 FOR DETAILS

CONNECT TO

GROUND RING

INCOMING POWER SERVICE.

CONNECT TO EXISTING

PANEL AT ADJACENT

MAGAZINE 452 WITH A

60AMP CIRCUIT BREAKER.

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US Army Corps of Engineers ®

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TYPICAL MAGAZINE STORAGE GROUNDING DETAIL

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TYPICAL REBAR BONDING (ECM)

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TYPICAL REBAR BONDING (AGM)

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This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 28, 2022.