AM 0003 Drawings_Update 2021-12-15.pdf

PDF 4 MB Posted Dec 20, 2021

Attached to: Amendment 0005 - Construction of Electrical Distribution System-P974 Federal contract opportunity
Solicitation number: W912ER-22-R-0008
Issued by: Department of the Army Corps of Engineers Engineering District Middle East

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for the construction of an electrical system upgrade at the Naval Support Activity in Bahrain to support the growing mission needs of the Command, Control, Communications, Computers, Collaboration and Intelligence Complex. The project involves constructing a more resilient medium-voltage distribution system to provide increased resiliency with fewer single points of failure and a more flexible system to better manage outages and fluctuations, lessening impacts to critical facilities. The solicitation is a design-bid-build project referenced as P-974 Electrical System Upgrade. The agency is the Department of the Army Corps of Engineers Engineering District Middle East.

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Other files for this federal contract opportunity

Other files attached to Amendment 0005 - Construction of Electrical Distribution System-P974, newest first.
File	Type	Posted
W912ER22R0008 Amendment 0005.pdf	PDF	Jan 28, 2022
P974 AMD 0005 Drawings.pdf	PDF	Jan 28, 2022
SPECIFICATIONS DOC FOR AMENDMENT 0005 - P974_Amd 0005 Specs.pdf	PDF	Jan 28, 2022
W912ER22R0008 0004.pdf	PDF	Dec 29, 2021
Endorsement B Calculation of Work to be Performed.pdf	PDF	Dec 21, 2021
Endorsement B Calculation of Work to be Performed-2.docx	DOCX document	Dec 21, 2021
Endorsement B Calculation of Work to be Performed.docx	DOCX document	Dec 17, 2021
AM3 FIO Drawing .pdf	PDF	Dec 17, 2021
W912ER22R0008 Amendment 0003.pdf	PDF	Dec 17, 2021
Amendment 0003 P974 Specifications 16 Dec 21.pdf	PDF	Dec 17, 2021
W912ER22R0008 Amendment 0002 - Proposal Due Date Extension.pdf	PDF	Nov 18, 2021
SECNAV-5512_1.pdf	PDF	Oct 25, 2021
Site Visit Personnel Access.pdf	PDF	Oct 25, 2021
W912ER22R0008 Amendment 0001 - Site Visit.pdf	PDF	Oct 25, 2021
NSA Unescorted Personnel Access List Memorandum.pdf	PDF	Oct 25, 2021
CDC VOL 4 of 4 P974 Specifications 29 Sep 21.pdf	PDF	Oct 20, 2021
CDC VOL 3 of 4 P974 Specifications 29 Sep 21.pdf	PDF	Oct 20, 2021
CDC VOL 2 of 4 P974 Specifications 4 Oct 21.pdf	PDF	Oct 20, 2021
CDC V1 474977 P974 DRAWINGS 23 Sep 21.pdf	PDF	Oct 20, 2021
W912ER22R008 - P974 Electrical System Upgrade.pdf	PDF	Oct 20, 2021
CDC SID BINDER P974 BA-474977 21 Apr 21.pdf	PDF	Oct 20, 2021
Attachment 1-6.pdf	PDF	Oct 20, 2021
CDC Exhibit A Section 01 15 00.12 10 Exploration Data 29 Sep 21.pdf	PDF	Oct 20, 2021

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SHEET KEYNOTES

A1 CONSTRUCTION ACCESS, LAYDOWN & PHASING

1:1250

PLAN NORTH

DIM. NOTE & NORTH

1:1250

0m 20m 40m 60m 80m 100m

1. BUILDING 102 SITE

2. CONTRACTOR ACCESS AND HAUL ROUTE

3. HEAVY AND WIDE LOAD ACCESS

4. CONTRACTOR OFFICE, STAGING AND LAYDOWN AREA

5. BANZ GATE

GENERAL SHEET NOTES

CONSTRUCTION SEQUENCE AND TEMPORARY UTILITIES NOTES

1. THE CONTRACTOR SHALL DEVELOP A DETAILED CONSTRUCTION

SCHEDULE WHICH INCLUDES CONSTRUCTION SEQUENCE AND/OR

PHASING APPROACH FOR APPROVAL BY THE COR.

2. THE CONSTRUCTION SEQUENCE SHALL ALLOW FOR CONTINUED

OPERATION OF MISSION CRITICAL FACILITIES SUCH AS THE C5I

COMPLEX AND MINIMIZE IMPACT TO NSA OPERATIONS TO THE

EXTENT POSSIBLE. THE CONSTRUCTION SCHEDULE SHALL

ACCOUNT FOR THE FOLLOWING CONSTRUCTION PHASING OR

SEQUENCING CONSTRAINTS FOR CONSTRUCTION OF THE P3

SUBSTATION AND MODIFICATIONS OF THE C5I COMPLEX INCLUDING

BER III, BLDG 103 AND BLDG 262.

A. DEMOLITION AND CONSTRUCTION OF THE NEW LARGER P-3

SUBSTATION MUST BE COMPLETED WITHOUT INTERRUPTION

OF BER III OPERATIONS EXCEPT FOR MINIMAL OUTAGES

(LESS THAN 24 HOURS) NECESSARY FOR MAKING

ELECTRICAL TIE-INS OR CONNECTIONS. WORK IN BER III

SHALL NOT COMMENCE UNTIL NEW P-3 SUBSTATION IS

COMPLETED. CONTRACTOR WILL ACCESS BER III THROUGH

THE DESIGNATED ACCESS POINT ON DRAWING XD130 AND

MUST BE ACCOMPANIED BY ESCORT(S) PROVIDED BY NCTS.

SEE SPEC SECTION 01 14 00 PARAGRAPH 1.7 REGARDING

BER III ESCORT AND ACCESS REQUIREMENTS.

CONTRACTOR WILL NOT BE PERMITTED TO ACCESS BEYOND

THE BARRIERS INDICATED ON SHEET XD130.

i. TEMPORARY POWER AND COOLING MUST BE

OPERATIONAL PRIOR TO STARTING DEMOLITION OF THE

EXISTING P-3 SUBSTATION, ASSOCIATED BUILDING 102

AND ADJACENT UTILITY YARD, AND MUST REMAIN IN

OPERATION UNTIL THE NEW LARGER P-3 SUBSTATION

HAS BEEN CONSTRUCTED AND IS FULLY OPERATIONAL.

ii. TEMPORARY POWER ONE-LINE DIAGRAMS AND

CONSTRUCTION SEQUENCE INFORMATION IS INCLUDED IN

THE ELECTRICAL DRAWINGS TO DEFINE THE POWER

REQUIREMENTS FOR THIS APPROACH.

B. MECHANICAL DRAWINGS PROVIDE THE REQUIREMENTS FOR

THE TEMPORARY COOLING OF BER III DURING RENOVATION

OF THE P3 SUBSTATION AND BUILDING 103 ELECTRICAL

ROOM.

C. RENOVATION OF BUILDING 103 ELECTRICAL ROOM AND

INSTALLATION OF NEW ELECTRICAL AND MECHANICAL

EQUIPMENT AND DISTRIBUTION SYSTEMS MUST BE

COMPLETED PRIOR TO STARTING BUILDING 262 ELECTRICAL

ROOM RENOVATION. TEMPORARY POWER WILL ALSO BE

REQUIRED FOR BER III DURING RENOVATION OF THE

BUILDING 262 ELECTRICAL ROOM.

3. INSTALLATION OF NEW DUCTBANKS AND ELECTRICAL EQUIPMENT

FOR THE 11 KV DISTRIBUTION SYSTEM SHALL BE SEQUENCED TO

MINIMIZE DISRUPTIONS DUE TO ROAD CLOSURE AND POWER

OUTAGES ON THE BASE. POWER OUTAGES SHALL GENERALLY BE

LIMITED TO 24 HOURS FOR ELECTRICAL TIE-INS. ROAD CLOSURES

SHOULD ALLOW FOR VEHICLE TRAFFIC ACCESS TO BASE

FACILITIES VIA AN ALTERNATED ROUTE DURING CONSTRUCTION.

THE CONTRACTOR SHALL SUBMIT ROAD CLOSURE PLAN TO THE

COR FOR APPROVAL. ALL POWER OUTGAGES MUST BE

COORDINATED WITH NSA AND APPROVED BY THE COR.

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LINE POST

EXTENSION ARM DETAILS

CORNER POST

BRACE PANEL DETAIL

3000 MAX.

NTS

BOTTOM RAIL DETAILS

Y P

CHAIN-LINK SECURITY FENCE DETAIL

35°

A X

MIN. DIA.

3000 MAXIMUM

LINE POSTS EQUALLY SPACED

250 MIN.

45°

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TENSION BAND DETAIL LINE POST ATTACHMENTS

BRACE RAIL ATTACHMENT

BRACE RAIL CLAMP DETAIL

END OR GATE POST DETAILTRUSS ROD AND BAND

3000 MAX.

CHAIN-LINK FENCE - FE5-TEP-2134

SCALE: NTS

OPENING THROUGH FENCE DETAIL

SCALE: NTS

BARBED-TAPE MOUNTING DETAIL

SCALE: NTS

45°

A X

KEYNOTES:

1. STEEL BARBED-TAPE

CONCERTINA (BARBS OMITTED

FOR CLARITY).

2. BOTH TAPE COILED TIED TO TOP

BARBED WIRED AT EVERY

SPIRAL TURN ON BOTH SIDES

OF OUTRIGGER.

3. TEN (10) PLAIN PIN RIVETED

FLUSH (TYP.)

4. LOCK PIN (TYP.)

5. USE BARBED-WIRE ON FENCE

7 to 9

NOTES:

A. REFER TO MECHANICAL PLANS

FOR EXACT LOCATION OF FENCE

OPENING.

ROUND HEAD CARRIAGE BOLT HEX NUT AND WASHER

FENCE FASTENING DETAILS

NTS

KEYNOTES:

1. STAINLESS STEEL PLATE, ONE

EACH SIDE OF FENCE.

2. 150 X 150 OPENING AT CENTER,

SMOOTH EDGES.

3. 12 mm RADIUS (TYP.)

4. ELEVEN (11) 12.4 mm SQUARE

HOLES CUTS TROUGH PLATE

FOR CARRIAGE BOLT (TYP.)

5. ELEVEN (11) ROUND-HEAD

CARRIAGE BOLT, STAINLESS

STEEL M12 X 1.5 mm.

6. LOCKING HEX NUT AND WASHER

INSTALLED ON SECURED SIDE

OF THE FENCE.

KEYNOTES:

1. 3 STRAND BARBED-WIRE APRON ON BOTH EXTENSION

ARMS

2. TOP TENSION WIRE

3. BRACE RAIL

4. 9-GAUGE STEEL TIE WIRES, 380mm O.C. MAX & WITHIN

100mm FROM TOP AND BOTTOM OF FABRIC

5. TRUSS ROD (10mm MIN. DIA.)

6. CORNER, END, OR PULL POST

7. LINE POST

8. 9-GAUGE STEEL TIE WIRES (TYP.), 300 mm O.C. MAX

9. CHAIN-LINK FABRIC (9 GAUGE, 50mm MESH), GALVANIZED STEEL

10. BOTTOM OF FABRIC

11. BOTTOM OF RAIL

12. CONCRETE BASE

13. GRADE LINE

14. TENSION BAND, 380mm O.C. MAX. & WITHIN 100mm

FROM TOP & BOTTOM OF FABRIC

15. TENSION BAR TO ENGAGE EACH FABRIC LINK

16. 10mm CARRIAGE BOLD WITH PEENED THREADS\PULL

POST

17. ENDS TWISTED AT LEAST THREE FULL TURNS

18. DOUBLE RAIL END

19. 10mm PLAIN PIN RIVETED FLUSH (TYP.)

20. SECURE SIDE

21. LOCK PIN, TYP.

NOTES:

A. WIRE TIRES, RAILS, POSTS, AND BRACES MUST BE

CONSTRUCTED ON THE SECURED SIDE OF THE FENCE

ALIGNMENT. CHAIN-LINK FABRIC MUST BE PLACED ON THE SIDE

OPPOSITE THE SECURE AREA.

B. ONLY 9-GAUGE GALVANIZED STEEL TIE WIRES MUST BE USED

FOR FASTENING THE FENCE FABRIC TO FENCE POSTS AND

RAILS. 16-GAUGE STAINLESS STEEL TIE WIRES MUST BE USED

FOR FASTENING FENCE FABRIC TO TENSION WIRES. HOG

RINGS MUST NOT BE ALLOWED ON SENSORED FENCES.

C. BOTTOM RAIL MUST BE ATTACHED TO DOUBLE RAIL ENDS

USING 10 mm CARRIAGE BOLTS AS SHOWN. ADDITIONAL HOLES

MUST BE DRILLED THROUGH THE BOTTOM RAIL ENDS TO

INSURE THAT CARRIAGE BOLTS PASS THROUGH THE BOTTOM

RAILS AS SHOWN.

D. USE GALVANIZED STEEL MATERIALS.

E. REFER TO STRUCTURAL PLANS FOR DETAIL OF THE

INSTALLATION OF THE CHAIN-LINK FENCE POSTS LOCATED ON

TOP OF RETRAINING WALL.

F. REFER TO SHEET E-502 FOR FENCE/GATES ELECTRICAL

GROUNDING SYSTEM.

NOTES:

1. PROVIDE BRACE PANEL WHENEVER STRAIGHT RUNS EXCEED

150 METERS.

NOTES:

1. CHAIN-LINK FENCE KEYNOTES AND NOTES RE: C1/CS502 ARE ALSO

APPLICABLE FOR FENCE FASTENING DETAILS IN THIS SECTION.

m m

B O

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STEEL POST SCHEDULE

USE AND SECTION

MIN OUTSIDE

DIMENSIONS

(NOMINAL)

CORNER, END & PULL POSTS

TUBULAR - ROUND 73 mm O.D.

LINE POSTS

TUBULAR - ROUND 60 mmO.D.

TOP/BOTTOM BRACE RAILS

TUBULAR - ROUND 42 mm O.D.

TUBULAR - SQUARE 38 mm SQ.

H-SECTION 41 X 38

C-SECTION (ROLL-FORMED)

41 X 32

TYPICAL FENCE & GATE BONDING DETAIL

TYPICAL FENCE & GATE BONDING KEYNOTES:

22. FENCE GROUNDING CLAMP

23. EXOTHERMIC CONNECTION

24. COOPER LIGHTING PROTECTION OR GROUNDING

CONDUCTOR

25. GATE JUMPER WITH EXOTHERMIC CONNECTION

26. CONNECT GROUND CONDUCTOR TO POST WITH

EXOTHERMIC CONNECTION

27. CONNECT FENCE BONDING CONDUCTOR TO GROUND

CONDUCTOR WITH EXOTHERMIC CONNECTION

28. 10mm AWG SOLID COPPER WIRE

29. MOLDED EXOTHERMIC WELD OR APPROVED CLAMP-TYPE

FITTING OF COPPER

30. 19mm DIA. SOLID COPPER GROUND ROD, PRE-DRILL

HOLES IF NECESSARY INSTEAD OF HAND DRIVING RODS

M a r

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31574605180

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1200 1200

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140140

148148148 148

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AMENDMENT 0003

24 NO ARCHITECTURAL WORK TO BE DONE IN BLDG 103, REFER TO

ELECTRICAL AND MECHANICAL DRAWINGS

103 15mm PORTLAND CEMENT PLASTER SYSTEM ON CAST-IN-PLACE

CONCRETE WALL. REFER TO STRUCTURAL

108 FUEL TANK AND ENCLOSURE; REFER TO CIVIL, MECHANICAL AND

PLUMBING.

115 ROOF DECK ABOVE OUTLINE

130 MECHANICAL EQUIPMENT; REFER TO MECHANICAL

140 ELECTRICAL EQUIPMENT; REFER TO ELECTRICAL

148 15mm PORTLAND CEMENT PLASTER SYSTEM, 15mm EXTERIOR GYPSUM BOARD SHEATHING OVER 50mm RIGID BD ON

CAST-IN-PLACE CONCRETE WALL, REFER TO STRUCTURAL.

150 GALVANIZED STEEL STAIR, PAINTED; REFER TO STRUCTURAL

151 GLAVANIZED STEEL STRUCTURE, PAINTED; REFER TO

STRUCTURAL.

158 200mm x 305mm SCUPPER AND PREFINISHED METAL COLLECTOR

HEAD AND DOWNSPOUT, REFER TO A4/A503.

165 STEEL CHAIN LINK GATE; REFER TO CIVIL

167 200mm X 305mm OVERFLOW SCUPPER; REF C4/A503

168 PRECAST CONCRETE SPLASH BLOCK

171 WALL MOUNTED LIGHT FIXTURE; REFER TO ELECTRONIC, TYP.

172 INSULATED HOLLOW METAL DOOR, AS SCHEDULED, TYP.

173 BRACKET MOUNTED FIRE EXTINGUISHER

174 GENERATOR AND CONCRETE PAD; REFER TO ELECTRICAL AND

STRUCTURAL, TYP.

175 MECHANICAL EXHAUST FAN; REFER TO MECHANICAL.

180 WALL TERMINAL BOX; REFER TO ELECTRICAL

181 EXPOSED STRUCTURE TO PLATFORM; REFER TO STRUCTURAL

184 LADDER TO ROOF; REFER TO DETAIL C1/A-502

186 REMOTE FILLING STATION

187 305mm HANDRAIL EXTENSIONS

188 REFER TO MECHANICAL FOR PIPING, TYPICAL

189 PREFINISHED METAL PARAPET CAP

190 KNOX BOX (PROVIDED BY OWNER)

200 6mm X 8mm PLASTER CONTROL JOINT

203 6MM X 8MM GROOVES IN PLASTER, TYP.

215 EXTERIOR BUILDING SIGNAGE, REFER TO I-110

1 : 100 A4

BLDG 102- FLOOR PLAN

1 : 100A-110

F5 EAST BUILDING ELEVATION

1 : 100A-110

F1 SOUTH BUILDING ELEVATION

1 : 100A-110

E1 NORTH BUILDING ELEVATION

1 : 100

E5 WEST BUILDING ELEVATION

A LEVEL 01 DATUM OF 100000mm (0'-0") IS A RELATIVE

ELEVATION

B REFERENCE GI010 LIFE SAFETY PLANS FOR FIRE RATED

BARRIERS, MEANS OF EGRESS, EXITS, AND TRAVEL

DISTANCES

C REFER TO CIVIL FOR BUILDING SITING AND ORIENTATION

D REFER TO INTERIORS SHEET I-110 FOR FINISH PLAN AND

FINISH SCHEDULES

SHEET KEYNOTES

GENERAL SHEET NOTES

A-110

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SWITCHGEAR

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GENERATOR

ROOM

S2 S5

BUILDING SIGN - EXTERIOR

NUMBERS ON BACKER PLATE

HELVETICA NEUE HEAVY FONT, 410mm HIGH

REFER TO SHEET F1/A-110 FOR LOCATION AND MOUNTING HEIGHT.

2390 4

HELVETICA NEUE 55 ROMAN, 40 CAPITAL LETTER HEIGHT,

FLUSH LEFT, TACTILE ROOM NUMBER ACCOMPANIED BY

GRADE TWO BRAILLE

HELVETICA NEUE 55 ROMAN, 20 CAPITAL LETTER HEIGHT,

FLUSH LEFT. TACTILE ROOM NAME WITH GRADE TWO

BRAILLE.

SIGN SHALL HAVE REMOVABLE END CAPS 5 EACH SIDE

WHITE LETTERS ON COLORED BACKGROUND.

SWITCHGEAR ROOM

ROOM NUMBER:

ROOM NAME:

SIGNAGE AS

SCHEDULED

M A

MOUNTING HEIGHT RANGE FOR TACTILE CHARACTERS.

DOOR MOUNTED SIGNS TO BE CENTERED ON DOOR

WHERE APPLICABLE.

ALL SIMILAR SIGN TYPES TO BE MOUNTED UNIFORMLY

THROUGHOUT BUILDING.

TEXT

STANDARD DOOR

SIGNAGE AS

SCHEDULED

M A

TEXT

STANDARD DOOR

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D E

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D B

S U

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B Y

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E C

K E

D B

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S I D

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C O

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R A

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N O

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N N

2 3 4 5 6 7 8 9 10

D A

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Plot Date:

M A

R K

D E

S C

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

T D

A T

E N

A M

B A

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C:\Users\jonesc8\Documents\BA-474977A-A-DM-LPS3_JonesC8.rvt

12/14/2021 10:25:05 AM

A M

I-110

N S

A I

E R

P -9

L E

C T

A L S

Y S

T E

M S

U P

G R

A D

B A

-4

B A

-4

-I -1

C I5

C O

M P

L E

X E

L E

C T

A L

U P

G R

A D

E S

E R

P L A

S C

H E

D U

L E

A N

D S

A G

E S

C H

E D

U L

B E

N N

E T

B E

N N

E T

H O

L L

E B

L H

D L

E E

A S

T D

T P

B O

H E

S T

E R

-1

AMENDMENT 0003

ROOM FINISH SCHEDULE

NUMBER NAME AREA

FLOORING WALLS CEILING

FINISH

NORTH WALL EAST WALL SOUTH WALL WEST WALL

MATERIAL FINISHMATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH

101 GENERATOR ROOM 160.83 m² EP-1 CMU PT-1 CAST-IN-PLACE

CONCRETE

PT-1 CAST-IN-PLACE

CONCRETE

PT-1 CAST-IN-PLACE

CONCRETE

PT-1 EXPOSED OTS-1

102 SWITCHGEAR ROOM 72.50 m² EP-1 GYP. BD. PT-1 GYP. BD. PT-1 GYP. BD. PT-1 GYP. BD. PT-1 EXPOSED OTS-1

103 UTILITY YARD Not Enclosed N/A CHLK EP-2 CHLK EP-2 CHLK EP-2 CHLK EP-2 EXPOSED OTS-1

1 : 100 A1

BUILDING 102- FINISH FLOOR & SIGNAGE PLAN

FINISH MATERIAL LEGEND

ITEM CODE DESCRIPTION MANUFACTURER COLOR

EP-1 5 COAT HIGH PERFORMING EPOXY CLEAR

EP-2 CHAIN-LINK SECURITY FENCE CHAIN-LINK FABRIC

EX-1 PAINTED DIRECT BOND PORTLAND CEMENT

PLASTER VENEER OVER CONCRETE STRUCTURE -

EXTERIOR WALLS

PANTONE PT-3, 146 C

EX-2 PAINTED DIRECT BOND PORTLAND CEMENT

PLASTER VENEER OVER CONCRETE STRUCTURE

PANTONE PT-4, 188 C

EX-3 PAINTED METAL DOOR FRAMES PANTONE PT-4, 188 C

EX-4 ANODIZED ALUMINUM - LOUVER FRAMES PANTONE PT-4, 188 C

EX-5 PAINTED METAL - SCUPPERS PANTONE PT-4, 188 C

OTS-1 OPEN TO STRUCTURE - PAINTED PANTONE COOL GRAY 1 C

PT-1 INTERIOR WALL PAINT PANTONE WARM GRAY 2 C

PT-2 HOLLOW METAL DOORS & FRAMES PAINT PANTONE WARM GRAY 6C

ITEM CODE NOTES

CHLK CHAINLINK FENCE

CMU CONCRETE MASONRY UNIT

EF EPOXY FLOORING

EP EPOXY PAINT

OTS OPEN TO STRUCTURE

PT PAINT

SIGNAGE KEY

INDICATES SIGNAGE MOUNTED ON

WALL. REFER TO I-110 FOR DETAILS.

FINISH KEY LEGEND

A MANUFACTURERS AND COLORS LISTED ARE INTENDED TO

ESTABLISH LEVEL OF QUALITY, COLOR & FINISH, AND ARE NOT

INTENDED TO LIMIT THE SELECTION OF OTHER

MANUFACTURERS FOR EQUAL PRODUCTS.

B INSTALL ALL FINISHES IN ACCORDANCE WITH THE

MANUFACTURER'S WRITTEN INSTRUCTIONS.

C FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING FINISH

MATERIALS.

D ALL FLOORING TRANSITIONS ARE TO OCCUR AT THE

CENTERLINE OF THE DOOR, DOORWAY, OR CEILING UON.

E PAINTED GYPSUM BOARD WALLS SHALL HAVE AN EGGSHELL

FINISH UON.

F DOORS AND FRAMES SCHEDULED TO BE PAINTED SHALL HAVE

A SEMI GLOSS FINISH UON.

G REFER TO REFLECTED CEILING PLANS FOR ADDITIONAL

INFORMATION.

NTS

EXTERIOR BUILDING NUMBER

NTS

ROOM IDENTIFICATION SIGN BB2A

NTS

TYPICAL SIGNAGE MOUNTING

SIGNAGE SCHEDULE

SIGN ROOM NAME ROOM NUMBER DETAIL INT/ EXT

S1 GENERATOR ROOM 101 B6/I-110 EXTERIOR

S2 GENERATOR ROOM 101 B6/I-110 EXTERIOR

S3 SWITCHGEAR ROOM 102 B6/I-110 EXTERIOR

S4 SWITCHGEAR ROOM 102 B6/I-110 EXTERIOR

S5 SWITCHGEAR ROOM 102 B6/I-110 INTERIOR

GENERAL SHEET NOTES

INDICATES SIGNAGE MOUNTED ON

DOOR. REFER TO I-110 FOR DETAILS.

E V

D F

O R

A M

E N

D M

E N

D E

32 mmø - FOR m m ø

O S

25 mmø - FOS

EFSO

BUILDING 103 P3 SUBSTATION

M-102

32 mmø - FOR

25 mmø - FOS25 mmø - FOS

FT-1

32 mmø - FOR

32 mmø - FOS

M-504

M-301

M-401

.2% SLOPE

TP-1

TP-3

RP-1 RP-2 RP-3

32 mmø - FOR

TP-2

TP-4

TP-5

TP-6

m m ø

O S

32 mmø - FOS 25 mmø - FOS

25 mmø - FOR32 mmø - FOR

.2% SLOPE

S M

GRAPHIC SCALE

PLAN NORTH

DIM. NOTE & NORTH

1:25

2.5m0.5m 2m1.5m1m0m

KEY PLAN

A C

262 - RM 121

UTILITY

YARD

US Army Corps of

Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

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C H

E C

K E

D B

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S I D

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R A

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S O

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2 3 4 5 6 7 8 9 10

D A

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Plot Date:

M A

R K

D E

S C

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

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A T

E N

A M

B A

H R

C:\Users\skinner\Documents\BA-474977A-M-DM-LPS3_detached 2020-10-10 2301_richard.skinner1.rvt

11/22/2021 10:00:44 AM

A M

M-102

N S

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- W

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P E

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C T

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Y S

T E

M U

P G

R A

D E

B A

-4

B A

-4

A -M

-1

N -0

C I

C O

M P

L E

X E

L E

C T

A L U

P G

R A

D E

O V

E R

A L L M

E C

H A

A L U

Y A

R D

P J O

N E

S K

E R

C O

E N

S W

D L E

E A

S T

T R

P .O

O X

C H

E S

T E

-1

AMENDMENT 0003

1 : 100 A1

MECHANICAL UTILITY YARD PLAN

1 75,700 LITER (20,000 GALLON) UL2085 PROTECTED TANK

2 REMOTE FILL SPILL CONTAINMENT, REFER TO B7/M-503 FOR

DETAIL

3 RE: A1/M-601 FOR FUEL SCHEMATIC DIAGRAM

4 PROVIDE BASKET STRAINER

5 FUEL TANK TO BE A MINIMUM OF 1525 mm FROM EXISTING

STRUCTURE

6 COORDINATE NORTH/ SOUTH TANK POSITION WITH

STRUCUTRAL FOUNDATIONS. REFER TO S-102

7 USE FLEX PIPE CONNECTION FOR SEISMIC CONDITIONS

8 LOCATE EMERGENCY FUEL SHUT OFF STATION, MOUNT TO

COLUMN 1220mm ABOVE GRADE

9 TANK GAUGING PANEL MOUNT TO COLUMN 1220 mm ABOVE

GRADE

10 PIPE RISER TO HAVE CHECK VALVE, FLOW INDICATOR, AND

SHUTOFF VALVE INSTALLED.

11 ROUTE ALL BRANCH PIPING FOR PUMPS, INCLUDING

STRAINERS AND OTHER ACCESSORIES LOW WITHIN PUMP

PAD AREA AND SUPPORTED FROM SLAB BELOW

12 SEE A1/M-902 FOR CLARITY

13 LOCATION OF NEW ALARM HORN FOR FUEL SYSTEM

14 FUEL PUMPS TO BE LOCATED ON STRUCTURAL

HOUSEKEEPING PADS

15 FUEL TANKS TO BE LOCATED LONGITUDINALLY TO PROVIDE

1005 mm CLEARANCE FROM END OF OUTER TANK TO PIPE

BRIDGE.

16 PROVIDE PIPE SUPPORTS FOR FUEL PIPING, SIMILIAR TO

E2/M-504

17 3 OVER/UNDER F.O.S. PIPING

18 PROVIDE MANUAL PUMPS. (TYP. 3)

19 PROVIDE BASKET STRAINER (TYP. 3)

20 PROVIDE ITEMS INCLUDING BUT NOT LIMITED TO PRESSURE

RELIEF BYPASS (TYP. 4) REFER TO FUELING SCHEMATIC

21 PROVIDE ITEMS INCLUDING BUT NOT LIMITED TO PRESSURE

SENSING BYPASS (TYP. 12) REFER TO FUELING SCHEMATIC

22 PROVIDE ITEMS INCLUDING BUT NOT LIMITED TO SOLENOID

VALVE, CHECK VALVE, AND BALL VALVES (TYP. 9) REFER TO

FUELING SCHEMATIC

23 PROVIDE DOUBLE BLOCK AND BLEED VALVE FOR FUEL OIL

PIPING

SHEET KEYNOTES

GENERAL NOTES

ROUTE ALL PUMPED FUEL PIPING HIGH TO UNDERSIDE OF

PLATFORM, EXCEPT PIPING AND ACCESSORIES LOCAL TO

PUMPS WITHIN PUMP PAD.

1 : 25M-102

E1 MECHANICAL UTILITY YARD ENLARGED PLAN

E V

D I

A W

A M

E N

D M

E N

E C

US Army Corps of

Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

P L O

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A T

E N

A M

B A

H R

C:\Users\skinner\Documents\BA-474977A-M-DM-LPS3_detached 2020-10-10 2301_richard.skinner1.rvt

11/22/2021 10:01:04 AM

A M

M-602

N S

A I

- W

E R

P E

L E

C T

A L S

Y S

T E

M U

P G

R A

D E

B A

-4

B A

-4

A -M

-6

C -0

C I

C O

M P

L E

X E

L E

C T

A L U

P G

R A

D E

M E

C H

A N

L S

C H

E D

L E

P J O

N E

S K

E R

C O

E N

S W

D L E

E A

S T

T R

P .O

O X

C H

E S

T E

-1

AMENDMENT 0003

SPLIT SYSTEM INDOOR SCHEDULE

Mark

CONDENSING

UNIT SYSTEM CONFIGURATION LOCATION

AIRFLOW

(L/S)

TOTAL

COOLING

CAPACITY

(KW)

REFRIGERANT

TYPE

WEIGHT

(KG)

AC-1 ACCU-1 WALL-MOUNT RM 102 266 3.3 32 17

AC-2 ACCU-2 WALL-MOUNT RM 102 266 3.3 32 17

SPLIT SYSTEM OUTDOOR UNIT SCHEDULE

Mark SERVES

TOTAL

CAPACITY

(KW)

AMBIENT

TEMPERATURE (°C)

REFRIGERANT

TYPE

ELECTRICAL DATA DIMENSIONS (MM)

WEIGHT

(KG)V/PH/HZ MCA MOCP LENGTH WIDTH HEIGHT

ACCU-1 AC-1 3.3 43 32 230/1/50 16 20 320 900 770 70

ACCU-2 AC-2 3.3 43 32 230/1/50 16 20 320 900 770 70

FAN SCHEDULE

Mark SERVES TYPE L/S DRIVE ESP (PA)

ELECTRICAL DATA

SONES NOTES.MOTOR KW

MOTOR

RPM V/PH/HZ

EF-1 RM 101 WALL-PACK 1510 BELT 186 .75 1287 230/1/50 24 1,2,3,4,5,8

EF-2 RM 101 WALL-PACK 1510 BELT 186 .75 1287 230/1/50 24 1,2,3,4,5,8

EF-3 BATTERY UPBLAST 118 BELT 125 .18 1136 230/1/50 9.7 1,3,4,5,6,7,9

EF-4 BATTERY UPBLAST 118 BELT 125 .18 1136 230/1/50 9.7 1,3,4,5,6,7,9

EF-5 BATTERY WALL-MOUNTED 70 BELT 125 .16 1425 240/1/50 7.8 1,3,4,5,6,9

NOTES:

1. UNIT SHALL BE ENERGY STAR RATED

2. INDOOR UNIT RECEIVES POWER FROM OUTDOOR UNIT

3. EACH UNIT SHALL BE PROVIDED WITH 7-DAY PROGRAMMABLE THERMOSTAT

4. INDOOR UNIT MUST BE FURNISHED WITH MANUFACTURER STANDARD FILTER.

5. MINIMUM REQUIRED EFFICIENCY IS 11.1 EER

AIR DEVICE SCHEDULE

Type Mark SERVES DESCRIPTION MATERIAL

FACE SIZE

(MM)

NECK SIZE

(MM)

VELOCITY

PRESSURE

(MM W.C.)

MAX TOTAL

PRESSURE

(MM W.C.)

NEGATIVE STATIC

PRESSURE (MM

W.C.)

MAX

THROW

(M)

MAX

FLOW

(L/S)

MAX NOISE

CRITERIA NOTES

AD-1 SUPPLY SIDEWALL ALUMINUM 1067x455 1022x410 0.5 1.2 0 24 1415 25 1

AD-2 SUPPLY SIDEWALL ALUMINUM 715x715 670x670 0.5 1.2 0 26 1486 25 1

AD-3 SUPPLY OVERHEAD ALUMINUM 815x815 770x770 0.5 1.2 0 26 1935 25 1

AD-4 EXHAUST OVERHEAD ALUMINUM 300x300 150x150 0.5 0 1 0 47 25

AD-5 EXHAUST OVERHEAD ALUMINUM 600x600 200x200 0.5 0 1 0 76 25

AD-6 SUPPLY OVERHEAD ALUMINUM 305x305 150x150 0.5 1.2 0 26 60 25 1

AD-7 TRANSFER SIDEWALL ALUMINUM 200X250 155X205 .5 1.2 0 0 75 25 1

NOTES:

1. PROVIDE INTEGRAL PREWIRED DISCONNECT SWITCH.

2. PROVIDE WITH MOTORIZED SHUTTER ,WALL SLEEVE, BIRD SCREEN, FAN GUARD, AND WEATHER HOOD.

3. FAN SHALL BE SEISMIC CERTIFIED.

4. FAN SHALL BE AMCA CERTIFIED SPARK RESISTANT CONSTRUCTION. TYPE A CONSTRUCTION WITH MOTOR OUT OF AIRSTREAM

5. PROVIDE ALUMINUM BIRDSCREEN.

6. PROVIDE CLASS 1, DIVISON 1 EXPLOSION RATED MOTORIZED DAMPER

7. PROVIDE INSULATED ROOF CURB.

8. PROVIDE LINE VOLTAGE THERMOSTAT.

9. PROVIDE SPARK RESITANT BACKDRAFT DAMPER

EXISTING ACU-1,2,3,4,5,6

Mark

AIRFLOW

(L/S)

LAT DB

(°C)

CHILLED

WATER FLOW

RATE (L/S)

CHILLED WATER

ENTERING

TEMPERATURE (°C)

CHILLED WATER

LEAVING

TEMPERATURE (°C) NOTES

ACU-1 1890 12.7 1.15 5.5 11.1 1

ACU-2 1890 12.7 1.15 5.5 11.1 1

ACU-3 1890 12.7 1.15 5.5 11.1 1

ACU-4 1890 12.7 1.15 5.5 11.1 1

ACU-5 2500 12.7 1.5 6.7 12.3 1

ACU-6 2500 12.7 1.5 6.7 12.3 1

EXISTING CRAC UNIT 4A, 4B

Mark

AIRFLOW

(L/S)

LAT DB

(°C)

CHILLED

WATER FLOW

RATE (L/S)

CHILLED WATER

ENTERING

TEMPERATURE (°C)

CHILLED WATER

LEAVING

TEMPERATURE (°C) NOTES

CRAC-4A 4700 11.7 3.8 6.7 12.3 1,2

CRAC-4B 4700 11.7 3.8 6.7 12.3 1,2

FUEL OIL PUMP SCHEDULE

Mark

FLOW RATE

(L/M) PUMP TYPE SERVICE

ELECTRICAL DATA

RPM NOTES MOTOR KW V PH HZ

RP-1 28.8 INTERNAL GEAR FUEL OIL RETURN .56 400 3 50 1270 1,3,4

RP-2 28.8 INTERNAL GEAR FUEL OIL RETURN .56 400 3 50 1270 1,3,4

RP-3 28.8 INTERNAL GEAR FUEL OIL RETURN .56 400 3 50 1270 1,3,4

TP-1 24.9 INTERNAL GEAR FUEL OIL SUPPLY .56 400 3 50 1130 1,2,3,4

TP-2 24.9 INTERNAL GEAR FUEL OIL SUPPLY .56 400 3 50 1130 1,2,3,4

TP-3 24.9 INTERNAL GEAR FUEL OIL SUPPLY .56 400 3 50 1130 1,2,3,4

TP-4 24.9 INTERNAL GEAR FUEL OIL SUPPLY .56 400 3 50 1130 1,2,3,4

TP-5 24.9 INTERNAL GEAR FUEL OIL SUPPLY .56 400 3 50 1130 1,2,3,4

TP-6 24.9 INTERNAL GEAR FUEL OIL SUPPLY .56 400 3 50 1130 1,2,3,4

NOTES:

1. PROVIDE VFD SET FOR 2 SECOND (ADJ.) RAMP UP/DOWN TIME

2. TRANSFER PUMPS ARE LEAD/LAG OPERATION

3. PROVIDE INVERTER RATED EXPLOSION PROOF MOTORS

4. INTERNAL PRESSURE RELIEF

NOTES:

1. ALL CONTROL VALVES ARE TO BE REPLACED WITH NEW VALVES.

NOTES:

1. ALL CONTROL VALVES ARE TO BE REPLACED WITH NEW VALVES.

2. PROVIDE COMMUNICATIONS GATEWAY TO ALLOW EXISTING CONTROLS TO WORK WITH NEW DDC

PANELS.

TEMPORARY CHILLED WATER SYSTEM SCHEDULE

MARK

CAPACITY

(KW)

WATER FLOW

(L/S)

CHILLED WATER SUPPLY

TEMPERATURE (°C)

CHILLED WATER RETURN

TEMPERATURE (°C) PUMP TYPE

PUMP HEAD

(M)

AMBIENT

TEMPERATURE (°C) NOTES

TCH-1 1125 32.3 5.5 11.1 DUPLEX 39.6 52.2 1,2.3,4

NOTES:

1. PROVIDE CHEMICAL TREATMENT

2. PROVIDE AIR SEPARATOR

3. PROVIDE STAND-ALONE CONTROLS FOR A COMPLETE AND FUNCTIONAL CHILLED WATER SYSTEM

4. TEMPORARY CHILLED WATER SYSTEM CAPACITY TO BE MET BY 3 EQUALLY SIZED CHILLERS. 2

CHILLERS FOR DUTY, 1 CHILLER FOR STANDBY OPERATION.

BASKET STRAINER SCHEDULE

Mark FLOW RATE (L/M) TYPE FILTER MESH SIZE (MM) MATERIAL CONNECTION

BS-1 52.5 DUPLEX 40 25 CARBON FLANGE

CONTROL VALVE SCHEDULE

MARK TYPE SERVES

PIPE SIZE

(MM)

FAIL

POSITION OPERATION

FLOW

(L/S)

FLUID

TEMPERATURE

(°C) VALVE Cv VOLTAGE NOTES

CV-BA1 BALL 3-WAY ACU-1 32 N.O. MODULATING 1.15 11.1 7.5 24 1,2

CV-BA2 BALL 3-WAY ACU-2 32 N.O. MODULATING 1.15 11.1 7.5 24 1,2

CV-BA3 BALL 3-WAY ACU-3 32 N.O. MODULATING 1.15 11.1 7.5 24 1,2

CV-BA4 BALL 3-WAY ACU-4 32 N.O. MODULATING 1.15 11.1 7.5 24 1,2

CV-BA5 BALL 3-WAY ACU-5 32 N.O. MODULATING 1.5 12.3 9.9 24 1,2

CV-BA6 BALL 3-WAY ACU-6 32 N.O. MODULATING 1.5 12.3 9.9 24 1,2

CV-BA7 BALL 3-WAY CRAC-4A 65 N.O. MODULATING 3.8 12.3 24.9 24 1,2

CV-BA8 BALL 3-WAY CRAC-4B 65 N.O. MODULATING 3.8 12.3 24.9 24 1,2

LOUVER SCHEDULE

Mark

HEIGHT

(MM)

WIDTH

(MM) AIRFLOW (L/S)

LOUVER

PRESSURE

DROP (PA)

FILTER

PRESSURE

DROP (PA)

INTAKE/

EXHAUST

FREE AREA

(m²)

AIR VELOCITY

(KM/MIN) NOTES

L-1 2590 2895 24260 35 50 INTAKE 4.8 0.29 1,2,3

L-2 2590 2895 24260 35 50 INTAKE 4.8 0.29 1,2,3

L-3 2590 2895 24260 35 50 INTAKE 4.8 0.29 1,2,3

L-4 2590 2895 22583 30 0 EXHAUST 4.8 0.27 2,3

L-5 2590 2895 22583 30 0 EXHAUST 4.8 0.27 2,3

L-6 2590 2895 22583 30 0 EXHAUST 4.8 0.27 2,3

NOTES:

1. CONTROL VALVE MUST BE FURNISHED BY CONTROL CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR

2. CONTROL VALVES MUST BE FURNISHED WITH FLANGED CONNECTIONS TO ALLOW REMOVAL FOR MAINTENANCE

GENERATOR EXHAUST SILENCER SCHEDULE

Mark TYPE

ATTENTUATION

(DBA)

AIR FLOW

(M³/MIN)

EXHAUST GAS

TEMPERATURE (°C)

MAX PRESSURE

DROP ALLOWED

(KPA)

TOTAL

PRESSURE

DROP (KPA) SIZE NOTES

GES-1 CRITICAL

GRADE

25-35 247.0 429.6 6.7 4.64 300 2,3

NOTES:

1. SILENCER PRESSURE DROP = 3.0 KPA

WYE PRESSURE DROP = 0.80 KPA

TOTAL PIPING PRESSURE DROP = 0.84 KPA

2. PROVIDE STAINLESS STEEL CONSTRUCTION SILENCER.

3. PROVIDE EXPLOSION RELIEF COVER AND FLEXIBLE CONNECTORS.

NOTES:

1. PROVIDE 25 mm THICK ALUMINUM FILTER WITH FILTER RACK.

2. WEATHER LOUVER.

3. LOUVER MUST BE FURNISHED WITH BIRD SCREEN

NOTES:

1. PROVIDE OPPOSED BLADE DAMPER

FUEL TANK SCHEDULE

Mark TYPE CAPACITY (L)

MAX INNER

TANK

DIAMETER (MM)

MAX INNER

TANK

LENGTH (MM)

MAX OUTER

TANK

DIAMETER (MM)

MAX OUTER

TANK

LENGTH (MM)

OVERALL

HEIGHT (MM) NOTES

FT-1 UL 2085 75,700 3,050 10,390 3200 10570.00 3455 1,2,3,4,5,6

NOTES:

1. FACTORY INSTALLED SADDLE SUPPORTS

2. FACTORY INSTALLED SEISMIC ANCHOR POINTS

3. FACTORY INSTALLED EMERGENCY VENTS FOR PRIMARY AND SECONDARY TANKS

4. PROVIDE STRIKER PLATE UNDER GAUGING OPENING

5. REFERENCE A1/M-504 FOR TANK DETAILS

6. FACTORY STANDARD ACCESS LADDER AND PLATFORM

VIBRATION ISOLATOR SCHEDULE

Mark SERVES RPM KW TYPE

MINIMUM STATIC

DEFLECTION (MM)

IS-1 ACU-6 2309 1.1 SPRING ISOLATOR 25.4

DAY TANK SCHEDULE

MARK TYPE

SUPPLY

FLOW (L/M) LENGTH (mm) WIDTH (mm) HEIGHT (mm) LITERS

DT-1 NOTE 3 24.9 1 1 2 1900

DT-2 NOTE 3 24.9 1 1 2 1900

DT-3 NOTE 3 24.9 1 1 2 1900

NOTES:

1. TANK LENGTH AND WIDTH BASED ON SUBMITTED GENERATOR CONFIGURATION

2. TANK HEIGHT SELECTED TO PROVIDE INDICATED STORAGE AT 70% FILL. MINIMUM HEIGHT 300 mm

3. UL 2085 BELLY TANK

DUCTWORK CONSTRUCTION SCHEDULE

SYSTEM DUCT PRESSURE CLASS SEAL CLASS TEST PRESSURE

SUPPLY 500 PA A 500 PA

EXHAUST -500 PA A 500 PA

HVAC DESIGN CRITERIA SCHEDULE

OUTDOOR AIR INDOOR SPACES

40OC, 25OC

MCWB

DRY HUMID CONDENSERS

26 G/KG,

34OC

MCWB

43OC DB

CHILLER

52.2OC DB

UPS ROOMS SWITCH GEAR

25.6OC/ 50% RH 25.6OC/ 50% RH

ASHRAE FUNDAMENTALS - 2018:

WEATHER STATION - BAHRAIN INT'L AIRPORT, BAHRAIN

ELEVATION: 2M 26.27O NORTH, 50.63O EAST

NOTE 1

DUCTWORK IS NOT TO BE LEAK TESTED

LEAKAGE CLASS

RECTANGULAR ROUND

E V

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D M

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NOTE 2

NOTE 1

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

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US Army Corps of Engineers ®

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN METERS.

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KEY PLAN

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262 - RM 121

UTILITY

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AMENDMENT 0003

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BLDG 103 EQUIPMENT PLAN

SCALE: 1:50

GENERAL SHEET NOTES

SHEET KEYNOTES

A. REFER TO SHEET E-001 AND E-002 FOR LEGEND, GENERAL

NOTES AND ABBREVIATIONS.

B. REFER TO E-630 FOR ONE-LINE DIAGRAM.

C. REFER TO ED130 FOR EQUIPMENT DEMOLITION AND

RELOCATION PLAN. AND ED630 FOR DEMOLITION ONE-LINE

DIAGRAM.

D. FOR ALL RELOCATED EQUIPMENT. DO NOT SPLICE CABLES.

EITHER REROUTE THE EXISTING WIRES AND CONDUITS TO

THE NEW LOCATION, OR, IF NOT POSSIBLE, RUN NEW WIRES

AND CONDUITS, MATCH EXISTING SIZES, FROM THE

ASSOCIATED UPSTREAM PANEL.

E. LIGHT LINEWORK DENOTES EXISTING TO REMAIN. DARK SOLID

LINEWORK DENOTES NEW ELECTRICAL INSTALLATIONS.

F. INDOOR BUSWAYS ARE RATED IP54 AND OUTDOOR BUSWAYS

ARE RATED IP65.

DIM. NOTE & NORTH

PLAN NORTH

SHEET KEYNOTES (CONT'D)

11. 2000A, 415/240V MAINTENANCE BY-PASS SWITCH AND

PARALLELING CABINET (MBP-D) FOR THE 1100KVA UPS PACKAGE

IN (N+1) CONFIGURATION.

12. 2000A, 415/240V, 50HZ, 'CSG-D' SWBD SUPPLIED FROM THE

1100KVA UPS PACKAGE.

13. NEW LOCATION FOR THE RELOCATED EXISTING (2) 300KVA,

415-208/120V, K-20, 50HZ DRY TYPE TRANSFORMERS. PROVIDE

CONDUCTORS AND CONDUITS TO THE NEW LOCATION.

14. NEW LOCATION FOR THE RELOCATED EXISTING 1200A, 415/240V,

50HZ MAINTENANCE BY-PASS SWITCH (MBP-T300). PROVIDE

CONDUCTORS AND CONDUITS TO THE NEW LOCATION.

15. NEW LOCATION OF THE EXISTING 100A, 415/240V, 50HZ

DISTRIBUTION PANEL 'DSG-2'. ADJUST CONDUITS AND

CONDUCTORS ACCORDINGLY.

16. NEW LOCATION FOR THE RELOCATED EXISTING DISCONNECT

SWITCHES SERVING THE MECHANICAL AC UNITS SUSPENDED

FROM THE ROOM CEILING. ADJUST CONDUITS AND

CONDUCTORS ACCORDINGLY.

17. EXISTING EQUIPMENT TO REMAIN.

18. PROVIDE 305MM HOUSEKEEPING PAD UNDERNEATH THIS

EQUIPMENT. REFER TO STRUCTURAL DRAWINGS FOR

EQUIPMENT PAD DETAIL.

19. EXISTING-TO-REMAIN 800A DISTRIBUTION PANEL 'PP-1', 415/240V,

50 HZ. REFER TO E-623 FOR PANEL SCHEDULE.

20. PROVIDE A DEDICATED CIRCUIT 20A, 1-PH, 240V, 50HZ FROM

EXISTING DISTRIBUTION PANEL 'PP-1' TO MECHANICAL CONTROL

PANELS. REFER TO E-623 CIRCUIT DESIGNATION. REFER TO

MECHANICAL FOR EXACT LOCATIONS.

21. 2000A, 415/240V, 50 HZ TOP-FEED 'DSG' SWBD.

22. LOCATION OF FUEL SYSTEM CONTROL PANELS, (3), SUPPLIED

FROM 'DB-P3' AT SUBSTATION P3 (BLDG 102). REFER TO E-623

CIRCUIT DESIGNATION. REFER TO MECHANICAL FOR EXACT

LOCATION.

23. (2) PARALLEL RUNS OF OVERHEAD 3200A BUSWAYS RUNNING

FROM SS P3 SWGR TO SAT-1 SWBD.

24. (1) OVERHEAD (1) 2000A BUSWAYS RUNNING FROM SS P3 SWGR

TO DSG SWBD.

25. (4) 78mm DIA EXPOSED RMC CONDUITS RUNNING FROM 'DSG'

SWBD TO CHILLER UNITS AT TOP OF THE EQUIPMENT

PLATFORM.

26. RE-FEED EXISTING 'MDP UPS-1' FROM RELOCATED 'MBP-T300'.

27. REFER TO E-101 FOR CONTINUATION.

6 6

17 17 17

SAT-2

SAT-1

T-SAT2

T-SAT1

PNL 'UPS-1'

PNL 'PP-1'

CSG-D

T300-1

T300-2

DSG

MBP-D

UPS-D3

UPS-D1 UPS-D2

BCT-D3

UPS-V1

BCT-D1 BCT-D2

BCT-V1 BCT-V2

UPS-V2

MBP-V

T75-1

T75-2

MBP-T300

DSG-2

1. 2000A, 415/240V, 50HZ, 'SAT-2' SWBD.

2. 3000A, 415/240V, 50HZ 'SAT-1' SWBD.

3. 50KVA, 208/120V, 60HZ, UPS PACKAGE (UPS-V1 & UPS V2) IN

(N+1) CONFIGURATION COMPLETE WITH A BUILT IN FREQUENCY

CONVERTER 50-60HZ. PROVIDE EMERGENCY POWER-OFF PUSH

BUTTON FOR EACH UPS.

4. TWO STACKED STEP DOWN 415-208/120V 75KVA DRY TYPE

TRANSFORMERS (T75-V1 & T75-V2) SERVING THE 50KVA UPS

SYSTEM.

5. MAINTENANCE BYPASS AND PARALLELING PANEL (MBP-V) 200A,

208/120V, 60HZ FOR THE 50KVA UPS PACKAGE.

6. BATTERY CABINETS (BCT-V1 & BCT-V2) CAPABLE OF PROVIDING

15 MINUTES OF FULL-LOAD RUNTIME FOR THE THE 50KVA UPS

PACKAGE. DURING PROCUREMENT, SELECT BATTERY CASES

WITHOUT ANY BOTTOM BUSBARS OR BATTERY CONNECTIONS

WITHIN 305MM OF THE FLOOR.

7. INCORPORATE EXISTING 550KVA, 415/240V UPS (UPS-D3) WITH

ASSOCIATED BATTERY CABINETS (BCT-D3) IN THE NEW

1100KVA (N+1) PACKAGE CONFIGURATION DESCRIBED IN ITEM

#9. MOVE EXISTING UPS (UPS-D3) ENCLOSURE 305mm

TOWARDS 'DSG' SWBD TO ALLOW ENOUGH CLEARANCES FOR

THE ADDED EQUIPMENT. ADJUST CONDUIT AND CONDUCTORS

ACCORDINGLY.

8. ADJUST CONDUIT AND CONDUCTORS TO MOVED EXISTING

BATTERY CABINETS (BCT-D3).

9. 550KVA, 415/240V UPSs (UPS-D1 & UPS-D2), WORKING

TOGETHER WITH THE UPS DESCRIBED IN ITEM #7 TO FORM A

1100KVA UPS PACKAGE IN (N+1) CONFIGURATION. PROVIDE

EMERGENCY POWER-OFF PUSH BUTTON FOR EACH UPS.

10. BATTERY CABINETS (BCT-D1 & BCT-D2) CAPABLE OF PROVIDING

15 MINUTES OF FULL-LOAD RUNTIME FOR THE 550KVA UPS

PACKAGE DESCRIBED IN ITEM #9. DURING PROCUREMENT,

SELECT BATTERY CASES WITHOUT ANY BOTTOM BUSBARS OR

BATTERY CONNECTIONS WITHIN 305MM OF THE FLOOR.

25 24

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AMENDMENT 0003

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TEMPORARY POWER ONE LINE DIAGRAM - PHASE 1

SCALE: NTS

1. FROM EXISTING 3-WAY PMS 'P11-B' AT SS P11 LOCATED IN

BLDG 260 / RM G55. PROVIDE FEED THRU BUSHING AT

EXISTING OUTGOING SWITCH WAY TO PROVIDE POWER TO

TRANSFORMER P11-B AND THIS TEMPORARY TRANSFORMER.

2. EXISTING LOADS SUPPLIED FROM 'SAT-2' SWBD AT BLDG 103.

3. EXISTING LOADS SUPPLIED FROM SS P3 SWGR AT BLDG 102.

4. EXISTING LOADS SUPPLIED FROM 'SAT-1' SWBD AT BLDG 103.

5. PANEL DSG-2 IS BEING RELOCATED AS PART OF THE BLDG 103

ELECTRICAL ROOM CHANGES. PROVIDE A TEMPORARY DSG-2

PANEL AND TEMPORARY CONNECTIONS TO ALL EXISTING

DSG-2 BRANCH CIRCUITS. THE DSG-2 BRANCH CIRCUITS ARE

TO BE RECONNECTED TO THE PERMANENT DSG-2 PANEL AS

PART OF THE BLDG 103 PROJECT SCOPE.

6. EXISTING LOADS SUPPLIED FROM 'DSG' SWBD AT BLDG 103.

7. REFER TO E-612 FOR CONTINUATION.

8. PROVIDE 7-DAY FUEL TANK FOR EACH GEN SET.

9. RUN TEMPORARY CONDUCTORS VIA RIGID CONDUITS ABOVE

GROUND. COORDINATE WITH ALL SURROUNDINGS TO AVOID

TRIP HAZARD AND WAY BLOCKAGE.

10. LIFT STATIONS 18, 22 AND 24 TEMPORARY POWER SUPPLY:

PROVIDE TEMP WIRES AND ABOVE-GROUND CONDUITS,

DURING CONSTRUCTION, FROM THE PROVIDED HH TO THE

TEMP POWER SOURCE (PROTECT FROM MECHANICAL DAMAGE

AND COORDINATE ROUTE WITH THE CONTRACTING OFFICER

REPRESENTATIVE), SPLICE TEMP AND EXISTING WIRES

RUNNING TO THE LSs INSIDE THE HH. REFER TO E-101 FOR

MORE DETAILS.

11. PROVIDE TRANSFORMER GROUNDING AS SHOWN ON DETAIL

E-502/A7.

SHEET KEYNOTES

2500 KVA,

XFMR

11KV-415/240V,

50HZ

100AF

100AT

SPD

4000A, TPN, 3PH,

415/240V, 50HZ,

50KA CU BUS

BUS

BAR

G G

2250KVA / 1800 KW

415/240V, 50HZ

DIESEL GENERATOR

LV PANEL

4-POLE

AUTOMATIC

TRANSFER SWITCH

WITH BYPASS

ISOLATION SWITCH

OPEN TRANSITION

4-POLE

AUTOMATIC

TRANSFER SWITCH

WITH BYPASS

ISOLATION SWITCH

OPEN TRANSITION

4000A

4000AF

3600AT

TPN, ACB

DRAW-OUT

TYPE

200AF

200AT

4000AF

3600AT

E X

I F

T A

T I O

400AF

330AT

TEMP SWBD

4000A, 415/240V, 50HZ

SPD

100AF

100AT

160AF

100AT

C H

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T A

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C H

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PANEL

UPP1

BER2

PANEL

LP1

BER2

PANEL

DSG-2

BERIII

PANEL

DSG-1

UPSRM

400AF

330AT

63AF

32AT

225AF

225AT

4000AF

3600AT

TPN, ACB

DRAW OUT

TYPE

SPARE

100AF

100AT

2000A, 208/120V, 50HZ

250AF

225AT

PANEL

NTT5

BER2

PANEL

NTPP1

BER 2

PANEL

NTTR12

BER2

PANEL

NTPP6

BER 2

PANEL

TPP1

BER2

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2000AF

2000AT

415V

XFMR

500kVA

208/120V

3 4

GENERAL SHEET NOTES

1000AF

800AT

1000AF

800AT

T E

M P

O R

A R

C O

O L

I N

L D

1200AF

900AT

1000AF

800AT

100AF

100AT

400AF

400AT

250AF

225AT

250AF

200AT

1200AF

1200AT

1200AF

1200AT

4000AF

3600AT

4000AF

3600AT

1600AF

1200AT

1600AF

1200AT

1600AF

1200AT

1600AF

1200AT

1600AF

1200AT

100AF

100AT

A. LIGHT LINEWORK DENOTES EXISTING LOADS. DARK SOLID

LINEWORK DENOTES TEMPORARY POWER INSTALLATIONS,

UON. THE TEMPORARY EQUIPMENT IS TO BE REMOVED AT THE

END OF CONSTRUCTION, UON.

B. ALL TEMPORARY FEEDERS AND BRANCH CIRCUITS ARE TO BE

SIZED AND PROVIDED BASED ON NFPA 70, ARTICLE 310.

C. ALL TEMPORARY EQUIPMENT IS TO BE PROVIDED WITH MIN

IP54 WEATHERPROOF HOUSINGS FOR OUTDOOR

INSTALLATION.

D. REFER TO DRAWINGS ED630, ED640, ED650 AND ED651 FOR

EXISTING SINGLE LINE DIAGRAMS SHOWING EXISTING

EQUIPMENT CONNECTIONS.

E. PROVIDE REDUNDANT AIR-CONDITIONED CONTAINERS WITH

(N+1) COOLING FOR TEMPORARY EQUIPMENT THAT REQUIRE

LOW AMBIENT TEMPERATURE TO REMAIN EFFICIENTLY

OPERATIONAL AND MAINTAIN ITS LIFETIME BY MEETING THE

MANUFACTURER'S RECOMMENDED OPERATIONAL

TEMPERATURE LIMITS.

F. THESE ONE-LINE DIAGRAMS ARE INTENDED TO BE USED

DURING CONSTRUCTION ONLY. ONE-LINE DIAGRAMS DIVIDES

THE CONSTRUCTION SEQUENCING TO TWO MAIN PHASES:

PHASE 1 : P3 SUBSTATION (BLDG 102) AND BLDG 103

ELECTRICAL ROOM, REFER TO POINTS G.1 THRU G.5

BELOW AND SHEETS E-611 AND E-612.

PHASE 2 : BLDG 262 / RM 121, REFER TO POINTS G.6 THRU

G.12 BELOW AND SHEETS E-613 AND E-614.

G. COORDINATE CONSTRUCTION SEQUENCING WITH THE

CONTRACTING OFFICER REPRESENTATIVE PRIOR TO ROUGH

IN. THE HIGH LEVEL SEQUENCE OF CONSTRUCTION FOR THE

C5I COMPLEX IS LISTED BELOW:

G.1 PHASE 1 STARTS. INSTALL, TEST AND COMMISSION

TEMPORARY TRANSFORMER, TEMPORARY GENERATORS,

TEMPORARY UPSS, TEMPORARY SWITCHGEARS,

SWITCHBOARDS AND PANELBOARDS INDICATED ON E-611

THRU E-614 PER THE CONSTRUCTION SEQUENCING AND

THE INDICATED PHASING.

G.2 PROVIDE TEMPORARY FEEDERS AND BRANCH CIRCUIT

CONNECTIONS TO BLDG 103 ELECTRICAL ROOM LOADS

THAT ARE INDICATED EXISTING TO REMAIN ENERGIZED

DURING P3 SUBSTATION AND BLDG 103 DEMOLITION AND

CONSTRUCTION EFFORTS. REFER TO PHASE 1

TEMPORARY ONE-LINE DIAGRAMS E-611 AND E-612 FOR

TEMPORARY CONNECTIONS.

G.3 DEMOLISH ELECTRICAL EQUIPMENT IN P3 SUBSTATION

AND BLDG 103 ELECTRICAL ROOM AND RECONSTRUCT

PER SCOPE OF THIS PROJECT.

G.4 ENERGIZE AND COMMISSION THE P3 SUBSTATION AND

BLDG 103 ELECTRICAL ROOM EQUIPMENT AND

DOWNSTREAM DISTRIBUTION EQUIPMENT.

G.5 SYSTEMATICALLY TRANSFER ALL LOADS FROM THE

TEMPORARY SWITCHGEAR TO THE NEW DISTRIBUTION

EQUIPMENT PROVIDED IN THE BLDG 103 ELECTRICAL

ROOM. PHASE 1 ENDED.

G.6 PHASE 2 STARTS. INSTALL NEW ELECTRICAL

DISTRIBUTION EQUIPMENT AND BRANCH CIRCUITS IN THE

BER-III AREA THAT CONNECT TO THE BLDG 103

ELECTRICAL ROOM DISTRIBUTION SYSTEM.

G.7 PROVIDE TEMPORARY FEEDERS AND BRANCH CIRCUIT

CONNECTIONS TO BLDG 262 / RM121 LOADS THAT ARE

INDICATED EXISTING TO REMAIN ENERGIZED DURING

BLDG 262 / RM121 CONSTRUCTION EFFORTS. REFER TO

PHASE 2 TEMPORARY ONE-LINE DIAGRAMS E-613 AND

E-614 FOR TEMPORARY CONNECTIONS.

G.8 DEMOLISH EXISTING ELECTRICAL EQUIPMENT IN BLDG

262 / RM121 AND RECONSTRUCT PER SCOPE OF THIS

PROJECT.

G.9 INSTALL NEW ELECTRICAL DISTRIBUTION EQUIPMENT

AND BRANCH CIRCUITS IN THE BER-III AREA THAT

CONNECT TO THE BLDG 262 / RM121 DISTRIBUTION

SYSTEM.

G.10 ENERGIZE AND COMMISSION THE BLDG 262 / RM121

EQUIPMENT AND DOWNSTREAM DISTRIBUTION

EQUIPMENT.

G.11 SYSTEMATICALLY TRANSFER ALL LOADS FROM THE

TEMPORARY SWITCHGEAR TO THE NEW DISTRIBUTION

EQUIPMENT PROVIDED IN THE BLDG 262 / RM121.

G.12 REMOVE TEMPORARY EQUIPMENT FROM SITE. PHASE 2

ENDED.

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SUBMAIN SWITCHGEAR 'SMSG' AT BLDG 262/RM122

3000A, 415/240V, 50HZ

2000AF SMSG-MAIN

3000AF

3000AT

1200AF

1200AT

2000A 'MBP-C'

415/230V 50HZ

1200AF

1000AT

1200AF

1000AT

1200AF

1000AT

PARALLELING BUS

1200AF

1000AT

2000AF

2000AT

MBP

2000A

550KVA UPS C1 550KVA UPS C2 550KVA UPS C3

2000AT

PNL

MECH

800A

SWBD (CSG-C1) AT BER III,

1000A 415/230V 50HZ

1200AF

1000AT

SWBD 'CSG-C' AT BLDG 262/RM121

2000A, 415/230V, 50HZ

1000AF

800AT

1200AF

1000AT

200A

CB1

200A

CB2

200A

CB3

'UPS SWGR' AT BLDG 262/RM 121

415/240V, 3PH, 4W, 50HZ

63AT

100AF

63AT

100AF

160AT

250AF

100AT

100AF

63AT

100AF

800AT

1000AF

200AT

225AF

63AT

100AF

63AT

100AF

800AT

1000AF

UPC-1

400AT

400AF

1000AF

800AT

100AT

100AF

CP-B

400 A

100AT

160AF

CB7

100AT

160AF

CB8

100AT

160AF

CB9

200A

CB4

200A

CB5

200A

CB6

200A

400 A

400AT

400AF

100AT

100AF

400AT

800AF

UPC-2

UPC-5

N106

UPC-4

UPC-7

N103

UPC-8

N203

UPC-3

UPC-15

N106

UPC-18

N106

UPC-17

N106

UPC-16

N106

UPC-14

N106

UPC-13

N106

UPC-12

N106

UPC-11

N105

UPC-10

N106

UPC-9

N104

CP-C

CP-GSAL

CP-A

225AF

225AT

225AF

225AT

225AF

225AT

225AF

225AT

225AF

225AT

225AF

225AT

225AF

225AT

225AF

225AT

225AF

225AT

225AF

225AT

CPC-1

N106

CPC-2

N106

CPC-3

N106

CPC-4

N106

CPC-5

N106

CPC-6

N106

CPC-8

N106

CPC-7

N106

CPC-9

N106

CPC-11

N106

225AF

225AT

225AF

225AT

SPARE

2000AF

2000AT

EXISTING

CPC-13

N106

100AT

100AF

100AT

100AF

SPARE SPARE

225AF

225AT

SPARE

100AF

100AT

HARMONIC

CANCELLING

TRANSFORMER 1

150KVA, 415-208V

4.8%

HARMONIC

CANCELLING

TRANSFORMER 2

150KVA, 415-208V

4.8%

HARMONIC

CANCELLING

TRANSFORMER 3

75KVA, 415-208V

4.0%

BLDG 262 / RM 121 ONE-LINE DIAGRAM CONTINUED

SCALE: NTS

GENERAL SHEET NOTES

SHEET KEYNOTES

A. LIGHT LINEWORK DENOTES EXISTING TO REMAIN. DARK SOLID

LINEWORK DENOTES NEW ELECTRICAL INSTALLATIONS.

B. REFER TO SHEET E-001 AND E-002 FOR LEGEND, GENERAL

NOTES AND ABBREVIATIONS.

C. REFER TO E-140 FOR THE NEW EQUIPMENT LAYOUT. UNLESS

OTHERWISE NOTED.

D. REFER TO E-621 FOR EQUIPMENT SCHEDULES AND FEEDER

SIZING DETAILS.

E. THE INDICATED SPD SIZE IS DIAGRAMMATIC ONLY. FINAL SIZE

IS BY THE MANUFACTURER' RECOMMENDATIONS.

1. REFER TO E-640/D1 FOR CONTINUATION.

2. ADJUST SETTINGS OF THE EXISTING CIRCUITS BREAKERS TO

THE INDICATED SETTING.

3. REFER TO E-640/C4 FOR CONTINUATION.

4. THREE 550KVA UPS UNITS, 415/240V, 50HZ, TO FORM A 1100KVA

UPS PACKAGE 'UPS-C' IN (N+1) CONFIGURATION EQUIPPED

WITH MAINTENANCE BY-PASS SWITCH. PROVIDE EACH UPS

WITH BATTERY CABINETS CAPABLE OF PROVIDING 15MIN OF

FULL LOAD RUNTIME. PROVIDE MANUFACTURER SPECIFIED

CABLING BETWEEN UPS AND ASSOCIATED BATTERY CABINET.

5. 2000A, 415/240V, 50HZ SWBD 'CSG-C'.

6. PROVIDE FEEDERS TO 2500A RATED, 415/240V, 50HZ EXISTING

'UPS SWGR' FROM SWBD 'CSG-C'.

7. 1200A, 415/240V, 50HZ SWBD 'CSG-C1' AT BERIII, REFER TO

SHEET E-450 FOR LOCATION.

1200AF

1000AT

1200AF

1000AT

SPD

100AF

100AT

SPD

1200AF

1000AT

1000AF

800AT

SPARESPARE

SPARE

BCT-C1

BCT-C2

BCT-C3

AM 0003 P-974

GENERAL

INDEX OF DRAWINGS

SITE DESIGN

GENERAL

CIVIL

FACILITY A

ARCHITECTURAL

INTERIORS

MECHANICAL

ELECTRICAL

File details come from the government source that posted it. Updated Dec 20, 2021.