AM0002 MSA Jordan Drawings 16 Dec 21.pdf

PDF 31 MB Posted

Attached to
Munitions Storage Area - Amman Jordan Solicitation Notice
Solicitation number
W912ER22R0007
Issued by

About this file

This solicitation notice is for the construction of a new Munitions Storage Area located in Jordan. The U.S. Army Corps of Engineers Transatlantic Middle East District seeks a contractor to design and build earth covered magazines, paved roads, security fencing, and lightning protection to store up to 3.0M Net Explosive Weight of munitions. The facilities will also include Conventional Ammo Maintenance, Precision Guided Munitions Maintenance, Trailer Maintenance, and Administrative buildings along with access roads, culverts, utilities, and fire protection systems. The estimated budget for the project is between $25-100 million. The contract type will be firm-fixed-price for a period of performance of 870 calendar days from notice to proceed. The solicitation was changed from W912ER-20-R-0014 to W912ER-22-R-0007 to reflect the new fiscal year and will be awarded based on evaluation of cost and technical factors to provide the best overall value to the government.

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%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

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AMENDMENT 0002

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SCALE

SEPTIC TANK DETAILS

A2

N.T.S.

O m m m m m m

UNDISTURBED SOIL

HAND COMPACTED BACKFILL

DO NOT RUN OVER WITH LIGHT

OR HEAVY EQUIPMENT

EL.="N"

GEOTEXTILE

FILTER FABRIC

900mm900mm

100mm Ø PVC

PIPE WITH

WATERTIGHT

JOINTS

m m

1800mm

100mm Ø PERFORATED

PIPE, RE: A5/CU505

INV. EL.="Q"

19mm TO 50mm CLEAN

CRUSHED GRAVEL

HOLE

SEE NOTE

BELOW

PRINT

LINE

120°

PREFORATION SPECIFICATION NOTE:

1. TWO ROWS OF 12.7m Ø HOLES WITH HOLE SPACING OF

125mm CENTER-TO-CENTER. ROWS ARE 120° APART.

250mmØ SEWER MANHOLE

FRAME AND COVER

12mm @

200mm O.C.

B.W.

200mmTHK. CMU

150mm

CLEANOUT

250mm Ø SEWER

MANHOLE FRAME

AND COVER

150mm Ø PVC INLET

FOR CONTINUATION

SEE SHEETS CU404,

CU405, AND CU406

m m m m

I

200mm

"L""K"

"M" m m

2-12mm EXTRA BARS

150mm HIGH x 300mm WIDE

OVERFLOW OPENING

INLET INVERT

200mm THK. CONCRETE TOP SLAB

EL="B"

200mm CMU WALL W/ REINF. BAR

12mm @ 200mm O.C. VERTICAL, 10mm BAR @ 400mm O.C. HORIZ., 12.7mm THK. PLASTERED FINISH ON

INSIDE WALL AND ALL CELL GROUTED.

12mm @ 200mm O.C. B.W.

150mm THICK COMPACTED

BASECOURSE

150mmØ CAST

IRON CLEANOUT

CONCRETE COLLAR

AROUND MANHOLE

COVER (TYP)

OUTLET

COMPARTMENT

INLET

COMPARTMENT

FIN./EXIST. GRADE

100mm Ø TEE m m

LIQUID LEVEL

200mm 200mm"F"

200mm m m

FLOW

FLOW

m m

150mm

TEE

150mm HEIGHT x 300mm WIDE

OVERFLOW OPENING

INTERIOR CMU WALL SAME

REINFORCEMENTS WITH

EXTERIOR WALL.PLASTERED

FINISH ON EACH SIDE

EL= "C"

FINISH GRADE

200mm CMU WALL W/ REINF.

BARS 12mm @ 200mm O.C.

VERTICAL, 10mm @ 400mm O.C.

HORIZ., 12.7mm THK.

PLASTERED FINISH ON INSIDE

WALL AND ALL CELLS

GROUTED

CONSTRUCTION JOINT TYPICAL

ALL AROUND

BOT. EL.="D"

1800mm m m

SEWER MANHOLE FRAME

AND COVER (TYP)

RIM EL.="A"

m m

150mm Ø OUTLET TO LEACHING FIELD

FLOW

SEWER MANHOLE FRAME AND

COVER

EL="G"

SEWER

SANITARY SANITARY

SEWER

150mm Ø OUTLET

FOR CONTINUATION SEE

DETAILS A2/CU504 AND

D2/CU504

FLOW

SCALE

TRANSVERSE SECTION

C2

N.T.S.

SCALE

LONGITUDINAL SECTION

E2

N.T.S.

SCALE

LEACHING FIELD SECTION

A5

N.T.S.

SCALE

UNDERDRAIN PIPE DETAIL

B9

N.T.S.

PERFORATED

PLAN

m m

200mm 200mm

C2

E2

E

N

A

S

S

E

W

I T

R

A

Y

R

25mmØ HOLE

CAST IRON

600mm DIAMETER

597mm

6mm

19mm m m m m m m

7@38=266

19mm

75mm

13mm m m m m m m m m m m m m

50mm

CAST IRON

8 RIBS, SPACED

EQUALLY

m m m m

SCALE

MANHOLE COVER

C6

N.T.S.

SCALE

MANHOLE FRAME

D9

N.T.S.

SECTION "A"

SECTION "B"

PLAN OF SANITARY SEWER MANHOLE

BOTTOM VIEW OF COVER

SECTION "C"

PLAN

C

CU502

B

C U

A

CU502

DIMENSIONS IN MILLIMETERS

ELEVATIONS IN METERS

SEPTIC

SYSTEM

TMFA

TWMS

CWMS

A B C D E F G H I J K L M N O P Q R S

507.69 507.54 506.64 504.84 2700 5200 506.64 2500 2500 2900 3340 1660 5600 507.72 800 1250 506.62 506.62 506.62

508.25 508.10 507.39 505.59 2510 2480 507.39 1140 1140 1540 1520 760 2880 508.99 500 950 507.29 507.29 507.29

508.40 508.25 507.54 505.74 2510 2480 507.54 1140 1140 1540 1520 760 2880 508.11 500 950 507.31 507.31 507.31

E

"H"

BACKFILL

ZONE

DRAINAGE

ZONE

ABSORPTION

ZONE

MEASUREMENT TABLE

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CU507

AMENDMENT 0002

A

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D

EL. 509.00

GUIDE RAIL

STAINLESS STEEL

LIFTING ROPE

POWER CABLE

TRAP

ALARM BELL

CAST IN PLACE

VALVE VAULT

JUNCTION

BOX

COUPLING

GATE VALVE

CHECK VALVE

COUPLING

38 DIA. DUCTILE IRON PIPES

HIGH LEVEL ALARM, ELEV. = 507.74

ALTERNATE PUMP ON, ELEV. = 507.66

PUMP ON, ELEV. = 507.27

NOTES:

PUMP STOP, ELEV. = 507.12

ELEV. = 506.54

DISCHARGE INVERT

SEE SHEET CU507

0.8mX0.8M ALUMINUM SIDEWALK

DOOR, PROVIDE GRAB BAR

10 DIA. @ 200 E.W.

2-10 DIA. BARS

@ 100 DIAG.

CONCRETE BASE

FIRST JOINT SHOULD BE

300 MAX. FROM EDGE

OF MANHOLE

PLAN

SECTION A

150x150-W7xW7 WELDED

WIRE FABRIC OR EQUIV.

CONTROL PANEL AND MANUAL

DISCONNECT SWITCH IN NEMA 4x

STAINLESS STEEL ENCLOSURES

100MM VENT WITH

STAINLESS STEEL

INSECT SCREEN.

FINISHED

GRADE

LOW LEVEL ALARM,

ELEV. = 507.04

DUPLEX SUBMERSIBLE PUMPS,

EACH PUMP WITH CAPACITY

OF 0.16 LPS @ 1.93 M

38 X 38 TEE

1. SCOPE OF WORK INCLUDES THE FOLLOWING: MANHOLE W/ACCESS COVER,

VALVE VAULT, PUMPING EQUIPMENT, LEVEL INSTRUMENTATION, AND

DISCHARGE PIPING/VALVING. SINGLE-PHASE DUPLEX SUBMERSIBLE

PUMPS ARE TO PROVIDE 0.16 LPS AT 1.93 M HEAD EACH. SEE SPEC.

SECTION 35 45 02.00 10.

2. VALVE BOX CONSTRUCTION SIMILAR TO SHALLOW MANHOLE. SEE DETAIL

A1 THIS SHEET.

3. NO GALVANIZED PIPE OR FITTINGS ALLOWED.

4. ALL STAINLESS SHALL BE TYPE 316.

5. PROVIDE VALVES AND FITTINGS FOR EACH PUMP DISCHARGE.

6. ALL MEASUREMENTS IN MILLIMETERS

SCALE

DUPLEX SUBMERSIBLE PUMP CHAMBER

D3

N.T.S.

ELEV. = 508.86

A

FINISH GRADE

SETTLEMENT

CHAMBER

INTERIOR

WALLS

SURGE PIT

CAGE

SCALE

CAST IN PLACE VALVE VAULT

A3

N.T.S.

M

X

200 1200 200

10 DIA. @ 300 E.W. CENTERED

IN WALL (TYP.)

CU507

13,000

M A

X

690 WIDE BOTTOM

EL. = 508.51

300 WIDE BERM

TOP EL. = 508.81

POND STORAGE

VOLUME = 6,600 L

CONCRETE

EQUIPMENT PAD

TOP EL. = 508.81

ABOVE GROUND

OIL-WATER

SEPARATOR UNIT

40 MM Ø

OUTLET

PIPE

DISCHARGE

SCALE

EVAPORATION POND

D7

N.T.S.

PLAN

SECTION 1

300 WIDE

BERM

MIN.

PERIMETER ANCHOR TRENCH:

BACKFILL WITH SOIL MATERIAL

FREE OF STONES AND SHARP

EDGED DEBRIS EXCAVATED

FROM POND

MAX

SLOPE

D E

P T

H

EL. = 508.51 M

EL. = 508.81 M

FLAT BASE

1.12 MM EPDM

GEOMEMBRANE

POND LINER

M

M

S A

N D

L A

Y E

R

SUBGRADE

40 MM Ø OUTLET

PIPE DISCHARGE

FROM OIL-WATER

SEPARATOR UNIT

CONCRETE

EQUIPMENT PAD

THICKEND EDGE4

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AMENDMENT 0002

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SIDE SECTION

END SECTION

ELECTRIC PANEL

150 mm DISCHARGE

150 mm INTAKE

EL 504.0

150 mm DISCHARGE

FLOW METER

HORIZONTAL

END SUCTION

PUMPS

PUMP CONTROL

VALVE, TYP OF 3

PUMP INLET AND

OUTLET ISOLATION

VALVES, TYP OF 6

SCALE

DOMESTIC WATER PUMP BULIDING PLAN

A2

N.T.S.

KEYNOTES:

1. BOOSTER PUMPS D1, D2, AND D3 (BACKUP); REFERENCE

PUMP SCHEDULE THIS SHEET.

2. PRESSURE REGULATING VALVE

3. FLOW METER

4. AIR COMPRESSOR

5. VARIABLE FREQUENCY CONTROLLER FOR BOOSTER

PUMPS D1 AND D2:

· ON/OFF STATUS OF EACH PUMP

· FLOW MEASUREMENT

· CUMULATIVE FLOW MEASUREMENTS

· PRESSURE

· STORAGE TANK WATER LEVEL

· SURGE PROTECTIVE DEVICES (SPDs)

· ALARMS

ALL WIRING FROM WATER STORAGE TANK TO BE

INSTALLED UNDERGROUND AND INCLUDE SURGE

PROTECTION ROUTED TO THE DOMESTIC WATER

ELECTRIC CONTROL PANEL

6. 150 mm PVC SUPPLY LINE TO BUILDING

7. 13 mm ISOLATION VALVE

8. 200 L HYDROPNEUMATIC PRESSURE TANK WITH SIGHT

GLASS BOLTED TO FLOOR, RE: A8/CU510

· MAXIMUM PRESSURE PUMP CUTOFF = 620.5 KPa

· LOW PRESSURE PUMP START = 482.6 KPa

9. 150 mm AIR RELEASE VALVE

10. 150 mm PVC DISCHARGE LINE TO DOMESTIC WATER

DISTRIBUTION SYSTEM

11. 150 mm ISOLATION VALVE

12. 150 mm PVC RETURN LINE TO DOMESTIC WATER STORAGE

TANK

13. MOTORIZED LOUVER

14. FLOOR DRAIN; COORDINATE CONNECTION TO 100 mm

OUTLET PIPE, RE: CU406

15. ROOM HEATER 300 V

16. EXHAUST FAN

R

E F

A B

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B

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D I N

G

C

O O

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W

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H

S

U P

P L I E

R

3.1 M

5.25 M

PREFABRICATED BUILDING

(COORDINATE WITH SUPPLIER)

PUMP HOUSE

FOUNDATEION.

RE: E1/SS401

E7

BOOSTER PUMP SKID PACKAGE

NTS

SCALE

A8

N.T.S.

PRESSURIZED EXPANSION TANK

VERTICAL WITH SIGHT GLASS AND SEISMIC RESTAINTS

SEISMIC RESTRAINT

SIGHT GLASS

BELL & GOSSET

200 L PRESSURIZED

EXPANSION TANK

32 CHARGING

VALVE

13 mm NPTM

SYSTEM

CONNECTION

DRAIN

51 (HOLE SIZE)

375 Ø BOLT CIRCLE

509 HEX

REFLECTOR

37 SIGHT

DIA.

PUMP SCHEDULE

NOTES:

1. ALL ABOVE GROUND PIPING SHALL BE FLANGED AND COMPLY WITH SPECIFICATION 33 11 00.

2. PUMP CONTROLS/SEQUENCE OF OPERATION FOR DOMESTIC WATER DISTRIBUTION SYSTEM BOOSTER PUMPS D1 AND D2:

IF THE PRESSURE AT THE PUMPS DROPS BELOW 510.21 KPa, PUMP D1 WILL BE ENERGIZED AND SLOWLY RAMP THE SPEED UP TO

PROVIDE 6.94 LPS FLOW.

IN THE EVENT THAT PUMP D1 DOES NOT SATISFY THE SYSTEM DEMAND AND THE PRESSURE DROPS TO 496.42 KPa, PUMP D2 WILL BE

ENERGIZED AND SLOWLY RAMP THE SPEED UP TO PROVIDE 13.88 LPS FLOW.

PUMPS D1 AND D2 WILL ALTERNATE FROM LEAD TO LAG AFTER EACH CYCLE.

BOTH PUMPS SHALL SLOWLY SHUT DOWN WHEN EITHER THE PRESSURE AT THE DISCHARGE HEADER REACHES 613.63 KPa OR WHEN THE

WATER LEVEL IN THE STORAGE TANK DROPS TO THE LOW WATER LEVEL CUT OFF SWITCH (ELEVATION=509.94 M) AND WILL NOT START

UNTIL THE WATER LEVEL REACHES 300 mm ABOVE THE LOW WATER LEVEL CUT OFF SWITCH (ELEVATION = 510.24 M).

B2

XF301

B1

XF302

S M

GRAPHIC SCALE

PLAN NORTH

DIM. NOTE & NORTH

1:50

5m1m 4m3m2m0m

US Army Corps of Engineers ®

SHEET ID

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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GENERAL NOTES

KEYED NOTES #

A. SEE SHEET SF001 FOR LEGEND, ABBREVIATIONS AND

GENERAL NOTES.

B. SEE TANK MANUFACTURER FOR FOUNDATIONS AND SLABS.

C. SEE DRAWING XF110 FOR FIRE PUMP BUILDING.

1. FIRE PUMP BUILDING. SEE SHEET XF108

2. WATER STORAGE TANK MINIMUM VOLUME PER TANK WILL BE 283,905

LITERS (75,000 GALLONS) EACH. TANKS WILL BE APPROX 10M IN

DIAMETER AND 10M TALL. TANK SIZE MAY BE LARGER TO ALLOW FOR

COST EFFECTIVENESS OF CONSTRUCTION WHEN DIAMETERS AND

HEIGHTS ARE ALMOST EQUAL.

3. FIRE PUMP TEST HEADER.

4. SUPPLY TO FIRE PUMP.

5. FIRE DEPARTMENT CONNECTION (FDC). FOR FIRE PUMP HOUSE

SPRINKLER SYSTEM.

6. TANK FILL LINES 200 mm.

7. SUPPLY TO SITE MAIN 300 mm.

8. 200 OVERFLOW

9. PUMP BUILDING CONCRETE PAD, SEE CIVIL DRAWINGS

10. 200 TANK DRAIN WITH SUPERVISED OS&Y VALVE AND BLIND FLANGE

11. FIRE PUMP TEST RETURN LINE

12. TANK LADDER SAFETY CAGE

13. TO REMOTE TANK FILL STATION BY ROAD.

14. BACKFLOW PREVENTER OR ISOLATION VALVES WITH CHECK VALVE.

15. OS&Y VALVES.

16. PROVIDE OSHA COMPLIANT FALL PROTECTION FOR WATER STORAGE

TANKS.

17. 200mm ALTITUDE VAVLE WITH MIN. 19mm DIAMETER PILOT TUBE

CONNECTION INSTALLED AT 2° SLOPE FROM VALE TO THE FIRE WATER

STORAGE TANK TO AVOID AIR POCKETS.

1 : 50A2

FIRE PUMP BUILDING & TANKS PLAN

4 11

15 15

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-1 : 25A2

FIRE PUMP ROOM PLAN

GENERAL NOTES

KEYED NOTES #

A. SEE SHEET SF001 FOR LEGEND, ABBREVIATIONS AND

GENERAL NOTES.

B. SEE CIVIL/STRUCTURAL MANUFACTURERS DRAWINGS FOR FOUNDATIONS

AND SLABS.

C. FIRE PUMP AND ENCLOSURE ARE TO BE PREMANUFACTURED WITHL ALL

NECESSARY EQUIPMENT INCLUDING LIGHTS, VENTILATION FANS, AND

SPRINKLER PROTECTION. FIRE ALARM SYSTEM, INCLUDING PANEL ANTENNA

CONNECTIONS TO SPRINKLERS, FIRE PUMP CONTROLLER, AND VALVES

SHALL BE INSTALLED AND TESTED ON SITE IN ACCORDANCE WITH NFPA 3, 4,

20, AND 72.

1. ELECTRIC HORIZONTAL SPLIT CASE CENTRIFUGAL 4,731 LPM FIRE PUMP

AT 6.9 BAR (1,250 GPM @ 100 PSI).

2. SOFT-START FIRE PUMP CONTROLLER WITH AUTOMATIC TRANSFER

SWITCH.

3. JOCKEY PUMP.

4. JOCKEY PUMP CONTROLLER. SUPERVISE FOR RUNNING CONDITION.

5. 2400 mm MINIMUM STRAIGHT LENGTH FROM TEE FLANGE TO

PUMP FLANGE.

6. FLOW METER.

7. TEST HEADER - (6) 65 MM VALVES.

8. 200 mm OS&Y VALVE WITH TAMPER SWITCH SUPERVISED NORMALLY

CLOSED.

9. CHECK VALVE.

10. RED WEATHER PROOF BEACON

11. FLOOR DRAIN.

12. MOTORIZED LOUVER.

13. EXHAUST FAN.

14. TO REMOTE TANK FILL STATION BY ROAD.

15. RETURN WATER LINE TO STORAGE TANK 200mm.

16. FACP.

17. 50mm SPRINKLER RISER WITH SUPERVISED VALVE, CHECK VALVE, DRAIN, FLOW SWITCH AND PRESSURE GAUGE.

18. REQUIRED FIRE PUMP CLEARANCE. 0.9 M FEET ON THREE SIDES

AND 304 mm AT BACK OF PUMP, MINIMUM.

19. FDC WITH CHECK VALVE AND AUTOMATIC BALL DRIP. PROVIDE SINGAGE

INDICATING FOR PUMP HOUSE SPRINKLER SYSTEM ONLY. "FOR FIRE

PUMP HOUSE SPRINKLER SYSTEM"

20. SUPPLY TO BUILDINGS MINIMUM 250mm.

21. FILL LINES TO TANK.

22. OS&Y VALVES AND CHECK VALVE TO ACCOMODATE FUTURE

CONNECTION TO SUPPLY FROM WELLS.

23. ROOM HEATER 300V.

24. ROOM TEMPERATURES MAY BE HIGH. ALL ELECTRONIC EQUIPMENT

SHALL BE UL LISTED FOR EXPECTED AMBIENT TEMPERATURES.

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CIRCUIT

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FACP-1

FTR

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OMNI - DIRECTIONAL

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RUN/FAIL TO

GENERATOR

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CONTROLLER

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AMENDMENT 0002

NTSB1

FIRE PUMP BUILDING SITE PLAN - FIRE ALARM

GENERAL NOTES

A. SEE SHEET SF010 FOR LEGEND, ABBREVIATIONS AND

GENERAL NOTES.

SHEET KEYNOTES

1. FIRE PUMP BUILDING AND WATER STORAGE TANKS. REFER TO FIRE

SUPPRESSION PLANS FOR ADDITIONAL INFORMATION.

2. ALL WIRING FROM WATER TANKS TO BE INSTALLED UNDERGROUND AND

INCLUDE SURGE PROTECTION ROUTED TO THE FIRE ALARM CONTROL

PANEL FACP-1 IN THE FIRE PUMP BUILDING.

3. PROVIDE INPUT MODULES AT FIRE PUMP CONTROLLER FOR PUMP RUNNING,

PUMP FAIL, CONNECTED TO ALTERNATE SOURCE, AND PHASE REVERSAL.

4. PRE-FABRICATED FIRE PUMP BUILDING.

5. FIRE ALARM ANTENNA. SEE DETAIL D1/SF513.

6. PROVIDE SURGE SUPPRESSION (SPD) ON EVERY CIRCUIT ENTERING OR

EXITING THE FIRE PUMP BUILDING.

7. EMERGENCY GENERATOR EMERGENCY "OFF" PUSHBUTTON. COORDINATE

EXACT LOCATION IN FIELD.

8. PROVIDE AN ANNUNICATOR IN THE FIRE PUMP BUILDING INDICATING IF THE

GENERATOR IS IN "NORMAL" OR "EMERGENCY" CONDITION. COORDINATE

EXACT LOCATION IN FIELD AND WITH DIVISION 26 CONTRACTOR.

9. FIRE ALARM CONTROL PANEL FACP-1.

15 WATER TANK HIGH LEVEL X X X X

14 WATER TANK LOW LEVEL X X X X

13 NOTIFICATION APPLIANCE CIRCUIT FAULT X X X X

12 GROUND FAULT X X X X

11 SIGNALING LINE CIRCUIT FAULT X X X X X

10 FIRE PUMP LOSS OF PHASE X X X X

9 FIRE PUMP CONTROLLER CONNECTED TO ALTERNATE SOURCE X X X X X

8 FIRE PUMP POWER FAILURE/PHASE REVERSAL X X X X X

7 FIRE PUMP RUNNING X X X X X X

5 POST INDICATOR VALVE SUPERVISORY TAMPER SWITCH X X X X

4 SPRINKLER VALVE SUPERVISORY TAMPER SWITCH X X X X

3 WET-PIPE SPRINKLER SYSTEM WATERFLOW PRESSURE SWITCH X X X X X

2 FIRE ALARM PHOTOELECTRIC SMOKE DETECTORS X X X X X

1 FIRE ALARM PULL STATIONS X X X X X

SYSTEM INPUTS A B C D E F G H I J K L M N O P Q P R S T U V

FIRE PUMP BUILDING

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FACP-1 SEQUENCE OF OPERATIONS FACU ANNUNCIATION NOTIFICATION AUXILIARY REPORTING TO BASE RECEIVING STATION

NTS

B5 NTS

FIRE PUMP BUILDING - FUNCTIONAL MATRIX

E5 NTS

FIRE PUMP BUILDING - RISER

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1 : 50B2

FIRE PUMP BUILDING & TANKS SECTION

GENERAL NOTES

KEYED NOTES #

A. SEE SHEET SF001 FOR LEGEND, ABBREVIATIONS AND

GENERAL NOTES.

B. SEE TANK MANUFACTURER FOR FOUNDATIONS AND SLABS.

C. SEE DRAWING XF110 FOR FIRE PUMP BUILDING.

1. FIRE PUMP BUILDING.

2. WATER STORAGE TANK.

3. FIRE PUMP TEST HEADER.

4. SUPPLY TO FIRE PUMP.

5. FIRE DEPARTMENT CONNECTION (FDC). FOR FIRE PUMP HOUSE

SPRINKLER SYSTEM.

6. TANK FILL LINES.

7. SUPPLY TO SITE MAIN.

8. 200 OVERFLOW

9. PUMP BUILDING CONCRETE PAD

10. 200 TANK DRAIN WITH SUPERVISED OS&Y VALVE AND BLIND FLANGE

11. FIRE PUMP TEST RETURN LINE

12. GUARD RAIL ON TOP OF TANK

13. TANK LADDER SAFETY CAGE.

14. TO REMOTE TANK FILL STATION BY ROAD.

15. WATER STORAGE TANK CONCRETE PAD. SEE STRUCTURAL DRAWINGS

FOR DETAILS.

16. 200mm ALTITUDE VAVLE WITH MIN. 19mm DIAMETER PILOT TUBE

CONNECTION INSTALLED AT 2° SLOPE FROM VALE TO THE FIRE WATER

STORAGE TANK TO AVOID AIR POCKETS.

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GENERAL NOTES

KEYED NOTES #

A. SEE SHEET SF001 FOR LEGEND, ABBREVIATIONS AND

GENERAL NOTES.

B. SEE TANK MANUFACTURER FOR FOUNDATIONS AND SLABS.

C. SEE DRAWING XF110 FOR FIRE PUMP BUILDING.

1. GUARD RAIL ON TOP OF TANK

2. WATER STORAGE TANK.

4. SUPPLY TO FIRE PUMP.

5. TANK FILL LINES.

6. TANK LADDER SAFETY CAGE.

7. FIRE PUMP TEST RETURN LINE

8. 200 TANK DRAIN WITH SUPERVISED OS&Y VALVE AND BLIND FLANGE

1 : 50B1

FIRE PUMP BUILDING & TANKS SECTION

4 4

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IC

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GENERAL NOTES

KEYED NOTES #

A. SEE SHEET SF001 FOR LEGEND, ABBREVIATIONS AND

GENERAL NOTES.

B. SEE TANK MANUFACTURER FOR FOUNDATIONS AND SLABS.

C. SEE DRAWING XF110 FOR FIRE PUMP BUILDING.

1. TANK OVER FLOW PIPE.

2. TANK LADDER SAFETY CAGE AND GUARD RAIL.

3. TANK FOUNDATION. SEE CIVIL DRAWINGS

4. TANK FILL LINE. 200 mm MINIMUM.

5. FIRE PUMP SUCTION LINES. 200 mm MINIMUM.

6. FIRE PUMP TEST RETURN LINE. 200 mm MINIMUM

7. SUPPLY TO SITE MAIN 300 mm.

8. TEST HEADER. (4) - 65mm HOSE VALVES.

9. WATER STORAGE TANK. MINIMUM 283906 LITERS.

10. FIRE DEPARTMENT CONNECTION. (FDC) FOR FIRE PUMP HOUSE

SPRINKLER SYSTEM.

11 SUPERVISED OS&Y GATE VALVE.

12. LADDER CAGE

13. HAND RAIL

14. FIRE PUMP BUILDING.

15. BACKFLOW PREVENTER OR ISOLATION VALVES WITH CHECK VALVE.

16. 200 TANK DRAIN WITH SUPERVISED OS&Y VALVE AND BLIND FLANGE.

17. 200mm ALTITUDE VAVLE WITH MIN. 19mm DIAMETER PILOT TUBE

CONNECTION INSTALLED AT 2° SLOPE FROM VALE TO THE FIRE WATER

STORAGE TANK TO AVOID AIR POCKETS.

SCALEB2 FIRE PROTECTION FIRE PUMP HOUSE & TANKS

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OFFICE

BREAK ROOM

MEN'S

MECHANICAL

ELEC.

BAY 1

BAY 2

BAY 3

COMM

WOMEN'S

FACP

110cd 110cd15cd

110cd 110cd 110cd

15cd

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A1

F-110

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GRAPHIC SCALE

PLAN NORTH

1:100

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KEY PLAN

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US Army Corps of Engineers ®

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1 ADDRESSABLE RELAY OR CONTROL MODULE FOR

DE-ENERGIZATION OF CEILING HIGH VOLUME LOW SPEED

FANS.

2 PROVIDE MONACO ANTENNA.

GENERAL SHEET NOTES

A. SEE SHEET SF010 FOR LEGEND, ABBREVIATIONS AND

GENERAL NOTES.

SHEET KEYNOTES

1 : 100D1

GROUND FLOOR FIRE ALARM PLAN

1 : 100F-110

A1 BUILDING SECTION VIEW

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5 621 3

FACP

SPD 240V / 50Hz

SLC CLASS B

S P

F

NAC CLASS B

HORN CIRCUIT9

CLASS B

THE FIRE ALARM SYSTEM IS TO BE FULLY COMPLIANT WITH THE

CURRENT EDITIONS OF UFC 3-600-01, AND NFPA 72.

THE FACP SHALL BE CAPABLE OF ACCEPTING 10 VOLTS ROOT MEAN

SQUARED (VRMS), 25 VRMS, 70.7 VRMS AND/OR LINE LEVEL (.707 VRMS)

AUDIO INPUTS.

CONTRACTOR SHALL PROVIDE ALL PROGRAMMING EQUIPMENT AND LABOR

REQUIRED TO CONNECT THE NEW FIRE ALARM AND DETECTION SYSTEM

TO THE BASES SUPERVISING STATION.

OMNI- DIRECTIONAL ANTENNA.

SIGNALS TRANSMITTED SHALL BE POINT SPECIFIC WITH EACH ADDRESS

AND CONDITION INDICATED AT THE FIRE ALARM PANEL TRANSMITTED

SEPARATELY. ALL FIRE ALARMS, SUPERVISORY ALARMS, AND TROUBLE

CONDITIONS SHALL BE TRANSMITTED TO THE SUPERVISING STATION.

CONNECTION TO THE FIRE ALARM REPORTING SYSTEM AND

PROGRAMMING OF THE HEAD END EQUIPMENT SHALL BE COORDINATED

WITH THE FIRE ALARM REPORTING SYSTEM (FARS) ADMINISTRATOR.

CONTACT THE FACILITY SYSTEM SERVICES OFFICE. TECHNICIAN MAKING

SOFTWARE CHANGES SHALL BE TRAINED/CERTIFIED. PROVIDE PROOF OF

TRAINING/CERTIFICATION UPON REQUEST. ALL FIRE ALARM PANEL

POINTS MUST BE PROGRAMMED AS INDIVIDUAL POINTS AT THE MONACO

D21 MAIN RECEIVING STATION HEAD END.

PROVIDE A LAMINATED GRAPHIC FLOOR PLAN ADJACENT TO THE FMCP

DEPICTING ALL FIRE ALARM DEVICES AND EQUIPMENT WITHIN THE

FACILITY.

REFER TO DRAWING B- F110 FOR SYSTEM LAYOUT.

LIGHTNING ARRESTOR.

STROBE AND HORN CIRCUITS TO BE WIRED AS CLASS 'B'.

SURGE SUPPRESSOR.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

F F F F

STROBE CIRCUIT

EOLCM

HORN CIRCUIT

CM

15cd

1/4 w

15cd

1/4 w

15cd

1/4 w

15cd

1/4 w

15cd

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30cd

1/4 w

15cd

1/4 w

110cd

1 w

110cd

1 w

110cd

1 w

110cd

1 w

110cd

1 w

110cd

1 w

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US Army Corps of Engineers ®

SHEET ID

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GENERAL SHEET NOTES

A. SEE SHEET SF010 FOR LEGEND, ABBREVIATIONS AND

GENERAL NOTES.

SHEET KEYNOTES

RISER DIAGRAM

B2 NTS

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OFFICE

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ROOM

MEN'S

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ELEC.

BAY 2

BAY 3

BAY 1

GENERATOR

CONNECTION

CABINET

WOMEN'S

COMM

ECB-B

PP1-2-B-2

PP1-2-B-3

PP1-2-B-5

PP1-2-B-7PP1-2-B-1

*GFI

*GFI

PP1-1-B-9

PP1-1-B-17

PP1-1-B-18 PP1-1-B-10

PP1-1-B-24

PP1-1-B-20

PP1-1-B-15

PP1-1-B-12

PP1-1-B-19

PP1-1-B-7

PP1-1-B-4 PP1-1-B-13

PP1-1-B

D2

E-401

D5

E-401

GFI

PP1-1-B-23

GFI/WP

GFI/WP

GFI/WP

GFI/WP

PP1-1-B-6

PP1-1-B-6

PP1-1-B-2

PP1-1-B-2

GFI/WP GFI/WP

GFI/WP

GFI/WP

PP1-1-B-11

PP1-1-B-14

TV

B

PP1-1-B-25

PP1-B-19

S M

GRAPHIC SCALE

PLAN NORTH

1:100

10m2m 8m6m4m0m

DIM. NOTE & NORTH

KEY PLAN

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US Army Corps of Engineers ®

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AMENDMENT 0002

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A

REFER TO SHEET SE001 FOR LEGEND AND GENERAL

NOTES.

B REFER TO SHEET SE001 FOR DEVICE MOUNTING HEIGHTS.

C REFER TO E-602 FOR EQUIPMENT SCHEDULE.

D

DEDICATED TV OUTLETS SHALL BE INSTALLED AT A

HEIGHT OF 1828MM AFF.

008 PROVIDE POWER FOR FMCP. COORDINATE WITH FIRE

PROTECTION FOR EXACT LOCATION.

1 : 100A1

GROUND FLOOR POWER PLAN

GENERAL SHEET NOTES

SHEET KEYNOTES

R E

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SHEET ID

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Notes:

LTG 3954 VA 100.00% 3954 VA

Spare 1200 VA 100.00% 1200 VA

Receptacle 7380 VA 100.00% 7380 VA Total Est. Demand: 103 A

Power 500 VA 100.00% 500 VA Total Conn.: 103 A

Other 3360 VA 100.00% 3360 VA Total Est. Demand: 67877 VA

Motor 15700 VA 100.00% 15700 VA Total Conn. Load: 67877 VA

HVAC 35784 VA 100.00% 35784 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 114 A 101 A 96 A

Total Load: 24831 VA 22012 VA 21034 VA

41 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 42

39 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 40

37 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 38

35 -- -- -- 0 VA 0 VA 1 20 A SPARE 36

33 -- -- -- 0 VA 0 VA 1 20 A SPARE 34

31 SPD 20 A 3 0 VA 0 VA 1 20 A SPARE 32

29 30

27 28

25 26

23 24

21 22

19 FACP/FMCP 20 A 1 0 VA 20

17 -- -- -- 747 VA 680 VA -- -- -- 18

15 -- -- -- 747 VA 360 VA -- -- -- 16

13 HVLSF-01 20 A 3 747 VA 2880... 3 100 A LTR-E 14

11 -- -- -- 747 VA 747 VA -- -- -- 12

9 -- -- -- 747 VA 747 VA -- -- -- 10

7 HVLSF-01 20 A 3 747 VA 747 VA 3 20 A HVLSF-01 8

5 -- -- -- 3207... 1490... -- -- -- 6

3 -- -- -- 4504... 1490... -- -- -- 4

1 PP1-1-B 100 A 3 3383... 1632... 3 100 A PP1-2-B 2

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Notes:

Enclosure: NEMA 1 Frequency: 50 Hz MCB Rating: 225 A

Mounting: Surface Wires: 4 Mains Rating: 225 A

Supply From: MTS-B Phases: 3 Mains Type: Do Not Use

Location: ELEC. 101 Volts: 380/220V A.I.C. Rating: 18KAIC

Branch Panel: PP1-B

Notes:

Total Est. Demand: 17 A

Total Conn.: 17 A

LTG 3954 VA 100.00% 3954 VA Total Est. Demand: 11094 VA

Spare 1200 VA 100.00% 1200 VA Total Conn. Load: 11094 VA

Receptacle 5940 VA 100.00% 5940 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 16 A 21 A 15 A

Total Load: 3383 VA 4504 VA 3207 VA

41 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 42

39 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 40

37 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 38

35 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 36

33 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 34

31 -- -- -- 200 VA 200 VA -- -- -- 32

29 -- -- -- 200 VA 200 VA -- -- -- 30

27 SUMP PUMP FOR OWS 20 A 3 200 VA 200 VA 3 20 A SUMP PUMP FOR OWS 28

25 WATER COOLING - BREAK ROOM 106 20 A 1 180 VA 26

23 REC - MECHANICAL 102 20 A 1 360 VA 360 VA 1 20 A REC - BAY 3-112 24

21 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 22

19 REC - BAY 3-112 20 A 1 360 VA 360 VA 1 20 A REC - BAY 1-110 20

17 REC - WOMENS 104 20 A 1 180 VA 180 VA 1 20 A REC - MENS - 103 18

15 REC - BAY 2-111 20 A 1 360 VA 0 VA 1 20 A SPARE 16

13 REC - POWER CORD REEL 20 A 1 180 VA 180 VA 1 20 A REC 14

11 REC - BREAK ROOM 106 20 A 1 540 VA 720 VA 1 20 A REC - OFFICE 107 12

9 REC - BREAK ROOM 106 20 A 1 180 VA 360 VA 1 20 A REC - ELEC 101 & BAY 1-110 10

7 REC - BAY 1-110 20 A 1 540 VA 747 VA 1 20 A LTG - RM 101-7 8

5 EXTERIOR LTG 20 A 1 112 VA 360 VA 1 20 A REC 6

3 LTG - BAY 1, 2, & 3 20 A 1 3024... 180 VA 1 20 A REC - POWER CORD REEL 4

1 EXTERIOR LTG 20 A 1 80 VA 360 VA 1 20 A REC 2

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Notes:

Enclosure: NEMA 1 Frequency: 50 Hz MCB Rating: MLO

Mounting: Surface Wires: 4 Mains Rating: 100 A

Supply From: PP1-B Phases: 3 Mains Type: Do Not Use

Location: ELEC. 101 Volts: 380/220V A.I.C. Rating: 18 KAIC

Branch Panel: PP1-1-B

Notes:

Total Est. Demand: 70 A

Total Conn.: 70 A

Other 0 VA 0.00% 0 VA Total Est. Demand: 46144 VA

Motor 12340 VA 100.00% 12340 VA Total Conn. Load: 46144 VA

HVAC 33804 VA 100.00% 33804 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 74 A 68 A 68 A

Total Load: 16328 VA 14908 VA 14908 VA

41 -- -- -- 3993... 0 VA 1 20 A Spare 42

39 -- -- -- 3993... 0 VA 1 20 A Spare 40

37 B-AHU-01 30 A 3 3993... 2333... -- -- -- 38

35 -- -- -- 1867... 2333... -- -- -- 36

33 -- -- -- 1867... 2333... 3 20 A B-EWH-1 34

31 B-AC-01 20 A 3 1867... 1755... -- -- -- 32

29 -- -- -- 187 VA 1755... -- -- -- 30

27 -- -- -- 187 VA 1755... 3 20 A B-CU-01 28

25 SF-01 20 A 3 187 VA 187 VA -- -- -- 26

23 -- -- -- 187 VA 187 VA -- -- -- 24

21 -- -- -- 187 VA 187 VA 3 20 A SF-01 22

19 SF-01 20 A 3 187 VA 187 VA -- -- -- 20

17 -- -- -- 187 VA 187 VA -- -- -- 18

15 -- -- -- 187 VA 187 VA 3 20 A EF-01 16

13 EF-01 20 A 3 187 VA 187 VA -- -- -- 14

11 EF-02 20 A 1 160 VA 187 VA -- -- -- 12

9 EF-02 20 A 1 160 VA 187 VA 3 20 A EF-01 10

7 COILING DOOR - BAY 2-111 20 A 1 1700... 160 VA 1 20 A EF-02 8

5 COILING DOOR - BAY 3-112 20 A 1 1700... 1980... 1 20 A HPCU-B & SSAH-B 6

3 COILING DOOR - BAY 2-111 20 A 1 1700... 1980... 1 20 A HPCU-A & SSAH-A 4

1 COILING DOOR - BAY 1-110 20 A 1 1700... 1700... 1 20 A COILING DOOR - BAY 1-110 2

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Notes:

Enclosure: NEMA 1 Frequency: 50 Hz MCB Rating: MLO

Mounting: Surface Wires: 4 Mains Rating: 100 A

Supply From: PP1-B Phases: 3 Mains Type: Do Not Use

Location: ELEC. 101 Volts: 380/220V A.I.C. Rating: 18 KAIC

Branch Panel: PP1-2-B

SHEET KEYNOTES

A PROVIDE LOCKABLE BREAJERS FOR ALL FIRE

ALARM/PROTECTION DEVICES. PAINT ENCLOSURES,

BREAKERS, AND PAD LOCKING MECHANISMS RED.

GENERAL SHEET NOTES

703 VERIFY CIRCUIT BREAKER, CONDUIT, AND WIRE SIZE

REQUIREMENTS WITH THE SURGE PROTECTION DEVICE

MANUFACTURER. MOUNT SURGE PROTECTION DEVICE

EXTERNALLY TO THE PROTECTED EQUIPMENT AND AS

CLOSE AS PRACTICABLE TO THE PROTECTED BUS BUT NO

FURTHER THAN A WIRED DISTANCE OF 900 MM.

R E

V

IS

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N D

M E

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C

J

COMM

1 (TYP)

595648

COMM

A1

T-401

RACK #1

RACK #2

8 (TYP)

(TYP)11

W

(TYP)

A5

T-401

01_FP_Floor 100000 mm

4 8(TYP) (TYP)

(TYP)

(TYP)

9(TYP)

10 (TYP)

RACK #1 RACK #2

24 STRAND SINGLE

MODE FIBER OPTIC

20 mm

FIRE-RATED

PLYWOOD

PBB

FINISHED FLOOR

(2) 100 mm OSP CONDUITS WITH 3-CELL

FABRIC INNER DUCTS IN (2) CONDUITS FOR

FIBER FROM MANHOLE

8M SERVICE

LOOP

TO FIBER ENCLOSURE

IN RACK

S M

GRAPHIC SCALE

PLAN NORTH

DIM. NOTE & NORTH

KEY PLAN

A

C

1:25

2.5m0.5m 2m1.5m1m0m

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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IN

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M A

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

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C:\_Revit_Local_Models\2018\JR-474515B-DM-T-TMFA_diane.riosEZM7N.rvt

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B E

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-0

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S S

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A R

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B

J R

-4

B -T

-4

L S

-0

T R

A

IL

E R

M A

IN

T

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A N

C E

F A

C

IL

IT

Y

T E

L E

C O

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IC

A

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M R

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N L A

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AMENDMENT 0002

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ID

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P .O

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IN

C H

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T E

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V A

-1

GENERAL SHEET NOTES

SHEET KEYNOTES

1 : 25T-110

E1 COMM RM 105 CABLE TRAY PLAN

1 : 25T-110

E5 COMM RM 105 EQUIPMENT PLAN

1 : 25T-401

A1 RACK ELEVATION

A. REFER TO SHEETS ST001 AND ST002 FOR

TELECOMMUNICATION GENERAL NOTES, ABBREVIATIONS

AND LEGEND.

B. REFER TO SHEET ST002 FOR TELECOMMUNICATION DEVICE

MOUNTING HEIGHTS UNLESS OTHERWISE NOTED.

C. PROVIDE 300-MILLIMETER WIDE BY 25-MILLIMETER HIGH

LADDER RUNWAY FOR TELECOMMUNICATIONS HORIZONTAL

CABLING.

D. GROUND AND BOND CABLE RUNWAYS, EQUIPMENT RACKS

AND CONDUIT PATHWAYS PER TIA 607-D. REFER TO DETAIL

A1 ON DRAWING ST503 FOR ADDITIONAL INFORMATION.

E. INSTALL 150 mm HIGH CABLE RETAINING POSTS TO OVERHEAD LADDER RUNWAY EVERY 610 mm FOR CABLING

SUPPORT.

F. DASHED AREA AROUND CABINETS SHOW A CLEARANCE OF

1000 mm.

G. ESS IS ROUGH-IN ONLY. EQUIPMENT (BY OTHERS), CABLING

AND INTERCONNECTS ARE SHOWN FOR CONCEPT ONLY.

1. LADDER RUNWAY, 300 mm. PROVIDE RADIUS DROPS AT EACH CABINET. INSTALL BOTTOM OF LADDER RUNWAY 2250 mm

AFF.

2. PBB, MOUNT 300 mm AFF.

3. INSTALL A MINIMUM OF 2 WALLS OF PLYWOOD, 20 mm THICK BY 2400 mm, FIRE-RETARDANT-TREATED WOOD, BEARING

THE MANUFACTURER'S STAMP. IF PAINTED, THE

MANUFACTURES FIRE RATED STAMP MUST REMAIN VISIBLE.

REFER TO SECTION 2-4.4.1 IN SPECIFICATION 27 10 00 FOR

ADDITIONAL INFORMATION.

4. 2-POST, 45- RU, 480 mm EQUIPMENT RACK.

5. HORIZONTAL PORT PATCH PANEL, 48-PORT CATEGORY 6, 2U.

6. HORIZONTAL WIRE MANAGER, 2U.

7. FIBER OPTIC PATCH PANEL, 2U.

8. VERTICAL CABLE MANAGER, 2125 mm HIGH BY 200 mm WIDE.

9. RACK MOUNT 230V, 15 OUTLETS IN POWER STRIP.

10. RACK MOUNT BUSBAR.

11. (2) 100 mm CONDUITS FROM MAFA.

12. IDS PANEL (BY OTHERS)

13. PROVIDE LADDER RUNWAY FROM BEHIND CONDUIT AT

FLOOR TO HEIGHT OF HORIZONTAL LADDER RUNWAY ABOVE.

NTSA5

EQUIPMENT WALL

R

E V

IS

E

D I .A

.W A

M E

N D

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D E

C

S P

TEXT

T E

X T

TEXT

TEXT

T E

X T

F

FFF

F

F

L O

C

F

TEXT

T E

X T

TEXT

TEXT

T E

X T

A1

F-110

A

2 3 4 5

D

C

B

SUPPLIES

ELEC.

MECH/COMPR.

MUNITIONS

CONTROL OFFICE

STOR. CTRL. OFF.

CORR.

CORR.

COMM.

VEST

SUPPLIES

STOR. OPS. ADMIN.

STOR. OPS. ADMIN.

STOR. CREW CHIEF

FLT. CHIEF &

OFFICER

CONF. RM.

VEST.

BREAK ROOM

BAY1

BAY 2

MEN

WOMEN

JAN

75cd

15cd 15cd

15cd 110cd 1 W

110cd 1 W

110cd 1 W

15cd 15cd 15cd 30cd

30cd

75cd

FMCP

WS

SPD

WP

W S

S P

D

W P

WS

SPD

WP

W S

W P

S P

D

A1

F-110

W. CHANGE

M. CHANGE

M. SHWR

W. SHWR

30cd

15cd

15cd

15cd

15cd 15cd

15cd

15cd

W

1/4 W

1/4 W

1/2 W

1/4 W

2 W

2 W

W

1/4 W 1/2 W

1/2 W 1/4 W

1/4 W

1/2 W

1/2 W

1/2 W

1/4 W

1/4 W 1/4 W

1/4 W

1/2 W

1/4 W1/4 W

35cd 35cd

WP WP

1/4 W1/4 W 15cd 15cd

WPWP

1/2 W

110cd 1 W

IM

R

A DCB

TEXT

S M

GRAPHIC SCALE

PLAN NORTH

1:100

10m2m 8m6m4m0m

DIM. NOTE & NORTH

KEY PLAN

A

D

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

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Plot Date:

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

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NOT FOR

CONSTRUCTION

C:\_Revit_Local_Models\2018\JR-474515C-DM-FA-MAFA_billy.shannon.rvt

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S S

T O

R A

G E

A R

E A

J R

-4

C

J R

-4

C -F

-1

P N

-0

M U

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IO

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S A

D M

IN

IS

T R

A T

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F A

C

IL

IT

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G R

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F L O

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A

-1

GENERAL SHEET NOTES

A. SEE SHEET SF010 FOR LEGEND, ABBREVIATIONS AND

GENERAL NOTES.

1 : 100D1

GROUND FLOOR FIRE ALARM PLAN

1 : 100F-110

A1 BUILDING SECTION VIEW

1 FIRE ALARM ANTENNA. SEE DETAIL D1/SF513.

2 MESSAGE INTERFACE CONTROL PANEL. PROVIDE DATA LINE

SUPERVISION AND RS 485 CONDUCTOR FOR TEXT SIGNS.

SHEET KEYNOTES

R

E V

IS

E

D I

.A .W

A

M E

N D

M E

N T

D E

C

BATTERIES

IN CABINET

FMCP

SPD 240V / 50Hz

SLC CLASS B

NAC CLASS B

AMP

LOC

AMP

STROBE CIRCUIT

STROBE CIRCUIT

S P

F

NAC CLASS B

F F F F F

THE FIRE ALARM MASS NOTIFICATION SYSTEM IS TO BE FULLY COMPLIANT

WITH THE CURRENT EDITIONS OF UFC 3-600-01, AND NFPA 72.

THE FMCP SHALL BE CAPABLE OF ACCEPTING 10 VOLTS ROOT MEAN

SQUARED (VRMS), 25 VRMS, 70.7 VRMS AND/OR LINE LEVEL (.707 VRMS)

AUDIO INPUTS.

CONTRACTOR SHALL PROVIDE ALL PROGRAMMING EQUIPMENT AND LABOR

REQUIRED TO CONNECT THE NEW FIRE ALARM AND DETECTION SYSTEM

TO THE BASES SUPERVISING STATION.

OMNI- DIRECTIONAL ANTENNA.

SIGNALS TRANSMITTED SHALL BE POINT SPECIFIC WITH EACH ADDRESS

AND CONDITION INDICATED AT THE FIRE ALARM PANEL TRANSMITTED

SEPARATELY. ALL FIRE ALARMS, SUPERVISORY ALARMS, AND TROUBLE

CONDITIONS SHALL BE TRANSMITTED TO THE SUPERVISING STATION.

CONNECTION TO THE FIRE ALARM REPORTING SYSTEM AND

PROGRAMMING OF THE HEAD END EQUIPMENT SHALL BE COORDINATED

WITH THE FIRE ALARM REPORTING SYSTEM (FARS) ADMINISTRATOR.

CONTACT THE FACILITY SYSTEM SERVICES OFFICE. TECHNICIAN MAKING

SOFTWARE CHANGES SHALL BE TRAINED/CERTIFIED. PROVIDE PROOF OF

TRAINING/CERTIFICATION UPON REQUEST. ALL FIRE ALARM PANEL

POINTS MUST BE PROGRAMMED AS INDIVIDUAL POINTS AT THE MONACO

D21 MAIN RECEIVING STATION HEAD END.

PROVIDE A LAMINATED GRAPHIC FLOOR PLAN ADJACENT TO THE FMCP

DEPICTING ALL FIRE ALARM DEVICES AND EQUIPMENT WITHIN THE

FACILITY.

REFER TO DRAWING C- F110 FOR SYSTEM LAYOUT.

LIGHTNING ARRESTOR.

SPARE AMPLIFIER CONNECTED TO FMCP TO BE AUTOMATICALLY

ACTIVATED WHEN FAILURE OF PRIMARY AMPLIFIER OCCURS.

STROBE AND SPEAKER CIRCUITS TO BE WIRED AS CLASS 'B'.

PROVIDE ADDRESSABLE RELAY AND INPUT MODULE FOR SUPERVISION OF

POWER TO LED MNS TEXT SIGNAGE.

CONNECT TO RELAY OUTPUT IN FMCP.

RS 485 CONNECTOR CABLE TO TEXT SIGNS.

MESSAGE CONTACT INTERFACE CONTROL PANEL

POWER SUPPLY FOR MESSAGE CONTACT INTERFACE CONTROL PANEL.

24 VDC POWER SUPPLY FOR TEXT SIGN PANEL.

SURGE SUPPRESSOR.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

TEXT TEXT

EOL

SPD

WS

SPD

WS

SPD

WS

SPD

WS

WP WP WP WP

WP WP

F

SPEAKER CIRCUIT10

TEXT TEXT

S P

TEXT

15cd

1/4 w

15cd

1/4 w

15cd

1/4 w

15cd

1/4 w

15cd

1/4 w

15cd

1/4 w

15cd

1/4 w

15cd

1/4 w

15cd

1/4 w

15cd

1/2 w

15cd

1/2 w

15cd

1/2 w

15cd

1/2 w

30cd

1/2 w

30cd

1/4 w

75cd

1/2 w

75cd

1/2 w

30cd

1/2 w

110cd

1 w

110cd

1 w

110cd

1 w

110cd

1 w

15cd

1/4 w

15cd

1/4 w

15cd

1/4 w

15cd

1/4 w

WP WP WP

2 w 2 w 2 w 2 w

17 17 17 17

IM

R

NAC

SPD 240V / 50Hz

S M

US Army Corps of Engineers ®

SHEET ID

U S

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Plot Date:

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

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NOT FOR

CONSTRUCTION

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S S

T O

R A

G E

A R

E A

J R

-4

C

J R

-4

C -F

-6

D

I-

M U

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S A

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F A

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IT

Y

R

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IA

G R

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A

-1

GENERAL SHEET NOTES

A. SEE SHEET SF010 FOR LEGEND, ABBREVIATIONS AND

GENERAL NOTES.

SHEET KEYNOTES

FIRE ALARM/ MASS NOTIFICATION RISER DIAGRAM

B1 NTS

R

E V

IS

E

D I

.A .W

A

M E

N D

M E

N T

D E

C

J

J J J

A

LTR-C

LTR-C-2

LTR-C-4

COMM.

LTR-C-5

LTR-C-3

LTR-C-6

LTR-C-7

LTR-C-8

LTR-C-9

LTR-C-1

D

PP1-2-C PP1-1-C PP1-C

ATS-C

ECB-C

SSAH-B

PP1-2-C-13

MGB

PP1-C-1

ELEC.

PP1-C-37

PP1-C-38

S M

GRAPHIC SCALE

1:25

2.5m0.5m 2m1.5m1m0m

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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S O

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IN

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Plot Date:

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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1 : 25E-401

D1 ENLARGED - TELECOMM ROOM

1 : 25E-401

D5 ENLARGED - ELEC ROOM

A

REFER TO SHEET SE001 FOR LEGEND AND GENERAL

NOTES.

B REFER TO SHEET SE001 FOR DEVICE MOUNTING HEIGHTS.

C REFER TO E-602 FOR EQUIPMENT SCHEDULE.

GENERAL SHEET NOTES

008 PROVIDE POWER FOR FMCP. COORDINATE WITH FIRE

PROTECTION FOR EXACT LOCATION.

011 PROVIDE POWER FOR IDS PANEL. COORDINATE EXACT

LOCATION WITH TELECOM.

SHEET KEYNOTES

R E

V

IS

E D

I .A

.W A

M E

N D

M E

N T

D E

C

US Army Corps of Engineers ®

SHEET ID

U S

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M Y

C O

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File Path:

Plot Date:

M A

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

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-4

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-E -6

S

C -2

M U

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A T

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F A

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E L E

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A L S

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AMENDMENT 0002

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ID

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-1

Notes:

Total Est. Demand: 21 A

Total Conn.: 21 A

LTG 9005 VA 100.00% 9005 VA Total Est. Demand: 13865 VA

Receptacle 4860 VA 100.00% 4860 VA Total Conn. Load: 13865 VA

Other 0 VA 0.00% 0 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 17 A 25 A 23 A

Total Load: 3773 VA 5271 VA 4821 VA

41 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 42

39 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 40

37 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 38

35 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 36

33 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 34

31 0 VA 1 20 A Spare 32

29 30

27 28

25 26

23 FURNITURE - RM 110 20 A 1 0 VA 0 VA 1 20 A FURNITURE - RM 110 24

21 FURNITURE - RM 111 20 A 1 0 VA 0 VA 1 20 A FURNITURE - RM 111 22

19 REC - MEN 118 20 A 1 180 VA 64 VA 1 20 A EXTERIOR LTG 20

17 REC - OUTDOOR 20 A 1 900 VA 180 VA 1 20 A REC - WOMEN 115 18

15 REC - BAY 2-121 20 A 1 360 VA 360 VA 1 20 A REC - BAY 2-121 16

13 REC - BAY 2-121 20 A 1 360 VA 360 VA 1 20 A REC - BAY 2-121 14

11 REC - BAY 1-120 20 A 1 360 VA 360 VA 1 20 A REC - BAY 1-120 12

9 REC - MEN 118 20 A 1 180 VA 540 VA 1 20 A REC - CORR. 112 10

7 REC - MECH/COMPR 119 20 A 1 540 VA 180 VA 1 20 A REC - WOMEN 115 8

5 3021... 1 20 A LTG - RM 101-6, 117 & 122 6

3 LTG - RM 109, 110, 114, & 119 20 A 1 1700... 2131... 1 20 A LTG - RM 108, 111, 112, 115, 116, & 118 4

1 LTG - BAY 1 & BAY 2 20 A 1 2016... 80 VA 1 20 A EXTERIOR LTG 2

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Notes:

Enclosure: NEMA 1 Frequency: 50 Hz MCB Rating: MLO

Mounting: Surface Wires: 4 Mains Rating: 100 A

Supply From: PP1-C Phases: 3 Mains Type: Do Not Use

Location: ELEC. 114 Volts: 380/220V A.I.C. Rating: 18 KAIC

Branch Panel: PP1-1-C

Notes:

LTG 9005 VA 100.00% 9005 VA Total Est. Demand: 114 A

Receptacle 15120 VA 83.07% 12560 VA Total Conn.: 118 A

Power 1000 VA 100.00% 1000 VA Total Est. Demand: 75099 VA

Other 1620 VA 100.00% 1620 VA Total Conn. Load: 77659 VA

Motor 50914 VA 100.00% 50914 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 116 A 116 A 121 A

Total Load: 25446 VA 25538 VA 26676 VA

41 REC - STOR. OPS ADMIN 103 20 A 1 720 VA 42

39 40

37 FIRE FMCP 20 A 1 0 VA 0 VA 1 20 A FMCP SIGNAGE 38

35 -- -- -- 0 VA 0 VA 1 20 A Spare 36

33 -- -- -- 0 VA 0 VA 1 20 A Spare 34

31 SPD 20 A 3 0 VA 0 VA 1 20 A Spare 32

29 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 30

27 Spare 20 A 1 0 VA 540 VA 1 20 A REC - STOR CTRL OFFICE 111 28

25 WATER COOLER - BREAK ROOM 108 20 A 1 180 VA 540 VA 1 20 A REC - STOR. CREW CHIEF - 104 26

23 Receptacle 20 A 1 180 VA 180 VA 1 20 A NETWORK CABINET 24

21 PORTABLE RADIOS 20 A 1 180 VA 1672... -- -- -- 22

19 -- -- -- 4821... 1634... -- -- -- 20

17 -- -- -- 5271... 1748... 3 100 A PP1-2-C 18

15 PP1-1-C 100 A 3 3773... 720 VA 1 20 A REC - STOR. OPS ADMIN 102 16

13 Receptacle 20 A 1 180 VA 680 VA -- -- -- 14

11 REC - MUNITIONS CONTROL OFFICE 110 20 A 1 540 VA 1040... -- -- -- 12

9 REFRIGERATOR - BREAK ROOM 108 20 A 1 180 VA 2880... 3 20 A LTR-E 10

7 REC - FLT. CHIEF & OFFICER 105 20 A 1 900 VA 540 VA 1 20 A REC - STOR CTRL OFFICE 111 8

5 REC - BREAK ROOM 108 20 A 1 540 VA 720 VA 1 20 A REC - CONF. RM. 106 6

3 REC - MUNITIONS CONTROL OFFICE 110 20 A 1 360 VA 180 VA 1 20 A Receptacle 4

1 REC - ELEC 108 20 A 1 720 VA 540 VA 1 20 A REC - OUTDOOR 2

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Notes:

Enclosure: NEMA 1 Frequency: 50 Hz MCB Rating: 225 A

Mounting: Surface Wires: 4 Mains Rating: 225 A

Supply From: ATS-C Phases: 3 Mains Type: Do Not Use

Location: ELEC. 114 Volts: 380/220V A.I.C. Rating: 18 KAIC

Branch Panel: PP1-C

Notes:

Total Est. Demand: 77 A

Total Conn.: 77 A

Total Est. Demand: 50554 VA

Other 1620 VA 100.00% 1620 VA Total Conn. Load: 50554 VA

Motor 48934 VA 100.00% 48934 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 80 A 74 A 76 A

Total Load: 17485 VA 16345 VA 16725 VA

41 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 42

39 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 40

37 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 38

35 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 36

33 -- -- -- 187 VA 0 VA 1 20 A Spare 34

31 -- -- -- 187 VA 32

29 Motor 20 A 3 187 VA 187 VA -- -- -- 30

27 -- -- -- 3071... 187 VA -- -- -- 28

25 -- -- -- 3071... 187 VA 3 20 A Motor 26

23 C-DOAU-01 20 A 3 3071... 3667... -- -- -- 24

21 -- -- -- 187 VA 3667... -- -- -- 22

19 -- -- -- 187 VA 3667... 3 20 A C-EWH-1 20

17 SF-01 20 A 3 187 VA 187 VA -- -- -- 18

15 RP-1 20 A 1 120 VA 187 VA -- -- -- 16

13 HPCU-B & SSAH-B 20 A 1 1980... 187 VA 3 20 A SF-01 14

11 HPCU-E & SSAH-E 20 A 1 2640... 1980... 1 20 A HPCU-B & SSAH-B 12

9 HPCU-E & SSAH-E 20 A 1 2640... 2640... 1 20 A HPCU-E & SSAH-E 10

7 HPCU-A & SSAH-A 20 A 1 1980... 2640... 1 20 A HPCU-E & SSAH-E 8

5 HPCU-A & SSAH-A 20 A 1 1980... 2640... 1 20 A HPCU-E & SSAH-E 6

3 COILING DOOR - BAY2-121 20 A 1 1700... 1760... 1 20 A HPCU-C & SSAH-C 4

1 COILING DOOR - BAY2-121 20 A 1 1700... 1700... 1 20 A COILING DOOR - BAY1-120 2

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Notes:

Enclosure: NEMA 1 Frequency: 50 Hz MCB Rating: MLO

Mounting: Surface Wires: 4 Mains Rating: 100 A

Supply From: PP1-C Phases: 3 Mains Type: Do Not Use

Location: ELEC. 114 Volts: 380/220V A.I.C. Rating: 18 KAIC

Branch Panel: PP1-2-C

A PROVIDE LOCKABLE BREAJERS FOR ALL FIRE

ALARM/PROTECTION DEVICES. PAINT ENCLOSURES,

BREAKERS, AND PAD LOCKING MECHANISMS RED.

GENERAL SHEET NOTES

SHEET KEYNOTES

703 VERIFY CIRCUIT BREAKER, CONDUIT, AND WIRE SIZE

REQUIREMENTS WITH THE SURGE PROTECTION DEVICE

MANUFACTURER. MOUNT SURGE PROTECTION DEVICE

EXTERNALLY TO THE PROTECTED EQUIPMENT AND AS

CLOSE AS PRACTICABLE TO THE PROTECTED BUS BUT NO

FURTHER THAN A WIRED DISTANCE OF 900 MM.

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4 (TYP)

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9(TYP)

10 (TYP)

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FABRIC INNER DUCTS IN (2) CONDUITS FOR

FIBER FROM MANHOLE

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TO FIBER PATCH PANEL

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BUILDINGS AS SHOWN

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(TYP)

18 17

S M

GRAPHIC SCALE

PLAN NORTH

DIM. NOTE & NORTH

1:25

2.5m0.5m 2m1.5m1m0m

US Army Corps of Engineers ®

SHEET ID

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File Path:

Plot Date:

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

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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 .