AM_3_VOLUME_2_DRAWING.pdf
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- Kuwait Air Defense Improvements Federal contract opportunity
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- W912ER-16-R-0008
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SHEET ID
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INDEX OF DRAWINGS
443309-SITE DESIGN 06-ALJ
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
CIVIL
C-000 443309--CS000-6LS SITE 6 GRAPHIC REPRESENTATIONS
C-001 443309--CS001-6LS OVERALL PROJECTS LOCATION MAP
C-002 443309--CS002-6PN LAYDOWN AND HAUL ROUTE PLAN
C-100 443309--CS100-6PN03 3 AM#3 DEMOLITION PLAN
C-101 443309--CS101-6PN SITE 06 OVERALL PLAN
C-101A 443309--CS101A-6PN ALJ SITE 06 OVERALL SITE PLAN OPTIONAL BID ITEMS
C-102 443309--CS102-6PN03 3 AM#3 SITE PLAN SITE 6
C-103 443309--CS103-6PN SITE PLAN SITE 6
C-104 443309--CS104-6PN SITE PLAN SITE 6
C-105 443309--CS105-6PN SITE PLAN SITE 6
C-401 443309--CU401-6PN UTILITY PLAN SITE 6
C-402 443309--CU402-6PN UTILITY PLAN SITE 6
C-501 443309--CU501-6DT SANITARY SEWER HOLDINGS TANK DETAILS
C-502 443309--CU502-6DT LEACH FIELD PLAN
C-503 443309--CU503-6DT SEPTIC TANK AND LEACH FIELD DETAILS
C-504 443309--CU504-6DT LEACH FIELD DETAILS
C-505 443309--CU505-6DT EQUIPMENT PAD DETAILS
C-506 443309--CU506-6DT STORAGE FACILITY DETAILS
C-507 443309--CU507-6DT UTILITY DETAILS SITE 6
C-508 443309--CI508-6DT MISCELLANEOUS DETAILS
C-509 443309--CI509-6DT03 3 AM#3 PAVEMENT DETAILS
C-510 443309--CS510-6DT RADAR EXCLUSION ZONE DETAILS
C-511 443309--CS511-6DT CHAIN LINK SECURITY FENCE DETAILS
C-512 443309--CS512-6DT03 3 AM#3 FENCE DETAILS AND FORCE PROTECTION
C-513 443309--CS513-6DT FENCE DETAILS
C-514 443309--CS514-6DT DUMPSTER PAD AND DETAILS
C-541 443309--CS541-6DT03 3 AM#3 CANTILEVERED SLIDING GATE PLAN & ELEVATION
C-542 443309--CS542-6DT CANTILEVERED SLIDING GATE SECTIONS
C-543 443309--CS543-6DT CANTILEVERED SLIDING GATE DETAILS
SITE ELECTRICAL
XE-101 443309-SITE06--XE101PN SITE ELECTRICAL POWER
XE-102 443309-SITE06--XE102PN SITE ELECTRICAL POWER
XE-103 443309-SITE06--XE103PN SITE ELECTRICAL - LIGHTING PLAN LAYOUT
XE-104 443309-SITE06--XE104PN SITE ELECTRICAL - LIGHTING
XE-501 443309-SITE06--XE501DT ELECTRICAL DUCKBANK DETAIL
XE-502 443309-SITE06--XE502DT ELECTRICAL PULLBOX DETAIL
XE-601 443309-SITE06--XE601DI03 3 AM#3 SINGLE LINE DIAGRAM
SITE TELECOMMUNICATIONS
XT-101 443309-SITE06--XT101PN TELECOMMUNICATIONS
XT-102 443309-SITE06--XT102PN SITE TELECOMMUNICATIONS
XT-103 443309-SITE06--XT103PN SITE TELECOMMUNICATIONS
XT-501 443309-SITE06--XT501DT MANHOLE WALL DETAIL 1
XT-502 443309-SITE06--XT502DT MANHOLE WALL DETAIL 2
XT-503 443309-SITE06--XT503DT MANHOLE WALL DETAIL 3
XT-504 443309-SITE06--XT504DT DUCT BANK DETAIL 1
XT-505 443309-SITE06--XT505DT DUCT BANK DETAIL 2
XT-506 443309-SITE06--XT506DT DUCT BANK DETAIL 3
XT-507 443309-SITE06--XT507DT DUCT BANK DETAIL 4
XT-508 443309-SITE06--XT508DT CABLE LADDER DETAIL
XT-509 443309-SITE06--XT509DT MANHOLE HARDWARE DETAILS
XT-510 443309-SITE06--XT510DT HANDHOLE AND COVER DETAILS
XT-511 443309-SITE06--XT511DT MANHOLE DETAILS
XT-512 443309-SITE06--XT512DT MANHOLE TO DUCT BANK CONNECTION DETAILS
XT-513 443309-SITE06--XT513DT CABLE RACKING DETAILS
XT-514 443309-SITE06--XT514DT CABLE RACKING DETAILS 2
XT-515 443309-SITE06--XT515DT CABLE RACKING DIAGRAMS 3
XT-516 443309-SITE06--XT516DT CABLE RACKING DIAGRAMS 4
XT-517 443309-SITE06--XT517DT CABLE RACKING DIAGRAMS 5
XT-518 443309-SITE06--XT518DT CABLE RACKING DIAGRAMS 6
XT-519 443309-SITE06--XT519DT CABLE RACKING DIAGRAMS 7
XT-520 443309-SITE06--XT520DT CABLE RACKING DETAILS 8
XT-521 443309-SITE06--XT521DT03 3 AM#3 LAUNCHER HANDHOLE AND TRENCH DETAIL
XT-522 443309-SITE06--XT601DT LAUNCHER HANDHOLE SITE DETAILS
XT-601 443309-SITE06--XT601DI SITE COMMUNICATIONS ONE LINE DIAGRAMS
GENERAL VOLUME 2
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
GENERAL
G-001 450031-GI001GN COVER SHEET VOLUME 2 OF 4
G-004 450031-GI004GN INDEX OF VOLUMES
G-012 443309-GI012GN03 3 AM#3 INDEX OF DRAWINGS VOLUME 2 SHEET 1
G-013 443309-GI013GN03 3 AM#3 INDEX OF DRAWINGS VOLUME 2 SHEET 2
G-021 443309-GI021GN STANDARD LEGENDS AND SYMBOLOGY
G-031 443309-GI031GN STANDARD ABBREVIATIONS
443309A - ENGAGEMENT CONTROL STATION - SITE 06
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
STRUCTURAL
S-101 443309A-SB101PN COMPOSITE FOUNDATION AND SLAB PLAN
S-102 443309A-SB102PN PARTIAL FOUNDATION PLAN - WEST
S-103 443309A-SB103PN PARTIAL FOUNDATION PLAN - CENTER
S-104 443309A-SB104PN PARTIAL FOUNDATION PLAN - EAST
S-105 443309A-SF105PN COMPOSITE ROOF FRAMING PLAN
S-106 443309A-SF106PN PARITIAL ROOF FRAMING PLAN - WEST
S-107 443309A-SF107PN PARTIAL ROOF FRAMING PLAN - CENTER
S-108 443309A-SF108PN ROOF FRAMING PLANS
S-109 443309A-SF109PN PARTIAL ROOF FRAMING PLAN - EAST
S-401 443309A-SF401PN ENLARGED STRUCTURAL PLANS
S-501 443309A-SB501DT STRUCTURAL DETAILS
S-502 443309A-SB502DT STRUCTURAL DETAILS
S-503 443309A-SB503DT STRUCTURAL DETAILS
S-601 443309A-SF601SC SCHEDULES
ARCHITECTURAL
A-001 443309A-AE001PN LIFE SAFETY & AIR BARRIER PLANS
A-101 443309A-AE101PN FLOOR PLAN
A-102 443309A-AE102PN ROOF PLAN
A-201 443309A-AE201EL NORTH SOUTH ELEVATIONS
A-202 443309A-AE202EL WEST EAST ELEVATIONS
A-203 443309A-AE203EL ELEVATIONS - AREA "B"
A-301 443309A-AE301SE SECTIONS
A-302 443309A-AE302SE SECTIONS
A-303 443309A-AE302SE RAMP SECTION
A-304 443309A-AE303SE WALL SECTIONS
A-305 443309A-AE304SE SECTIONS - AREA "B"
A-401 443309A-AE401LS ENLARGED FLOOR PLAN - AREA "A"
A-402 443309A-AE402LS ENLARGED FLOOR PLAN - AREA "B"
A-403 443309A-AE403LS REFLECTED CEILING PLAN - AREA "A"
A-404 443309A-AE404LS REFLECTED CEILING PLAN - AREA "B"
A-405 443309A-AE405LS ENLARGED TOILET PLAN
A-406 443309A-AE406EL SCREEN ROOM
A-501 443309A-AE501DT DETAILS
A-601 443309A-AE601SC DOOR AND FINISH SCHEDULES
PLUMBING
P-101 443309A-PL101PN GROUND FLOOR PLUMBING PLAN - STIE 06
P-102 443309A-PL102PN ROOF PLUMBING PLAN - SITE 06
P-401 443309A-PL401LS ENLARGED PLUMBING PLAN - SITE 06
P-901 443309A-PL901DI RISER DIAGRAMS-SITE 06
MECHANICAL
M-101 443309A-MH101PN GROUND FLOOR HVAC PLAN - SITE 06
M-401 443309A-MH401LS ENLARGED HVAC FLOOR PLAN - SITE 06
M-402 443309A-MH402LS ENLARGED TOILET ROOM PLAN - SITE 06
M-501 443309A-MH501DT FUEL TANK LAYOUT - SITE 06
M-601 443309A-MH601SC MECHANICAL SCHEDULES - SITE 06
ELECTRICAL
E-101 443309A-EP101PN POWER PLAN - AREA "A" - SITE 6 ALJ
E-102 443309A-EL102PN LIGHTING PLAN - AREA "A" - SITE 6 ALJ
E-103 443309A-EP103PN POWER PLAN - AREA " B" - SITE 6 ALJ
E-104 443309A-EL104PN LIGHTING PLAN - AREA " B"- SITE 06 ALJ
E-105 443309A-EP105PN LIGHTING AND POWER PLAN - RADAR RAMP - SITE 6
E-106 443309A-EP106PN GROUNDING AND LIGHTNING PROTECTION PLAN
E-107 443309A-EP107PN GROUNDING AND LIGHTNING PROTECTION PLAN "
AREA B"
E-601 443309A-EP601SC PANEL SCHEDULES - SITE 6
E-602 443309A-EP602SC PANEL SCHEDULE - SITE 6
TELECOMMUNICATIONS
T-101 443309A-TN101PN03 3 AM#3 TELECOMMUNICATIONS GROUND FLOOR PLAN - SITE 6
T-102 443309A-TN102PN03 3 AM#3 TELECOMMUNICATIONS CABLE TRAY PLAN - SITE 6
T-103 443309A-TN103PN03 3 AM#3 TELECOM SECURE VOICE PLAN - SITE 6
T-201 443309A-TN201EL03 3 AM#3 TELECOM ELEVATION DETAILS - SITE 6
T-501 443309A-TN501DT03 3 AM#3 TELECOM RM 108 ENLARGED FLOOR PLAN - SITE 6
T-502 443309A-TN502DT03 3 AM#3 TELECOM RM 108 CABINET & RACK DETAILS - SITE 6
443309B - HEADQUARTERS BUILDING - SITE 06
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
STRUCTURAL
S-101 443309B-SB101PN FOUNDATION AND SLAB PLAN SITE 06-ALJ
S-102 443309B-SF102PN ROOF FRAMING PLAN SITE 06-ALJ
S-601 443309B-SF601SC SCHEDULES SITE 06-ALJ
ARCHITECTURAL
A-001 443309B-AE001PN LIFE SAFETY PLAN - SITE 6 - ALJ
A-002 443309B-AE002PN AIR BARRIER PLAN - SITE 6 - ALJ
A-101 443309B-AE101PN FLOOR PLAN - SITE 6 - ALJ
A-102 443309B-AE102PN CEILING PLAN - SITE 6 - ALJ
A-103 443309B-AE103PN ROOF PLAN - SITE 6 - ALJ
A-201 443309B-AE201EL ELEVATIONS - SITE 06 - ALJ
A-301 443309B-AE301SE SECTIONS- SITE 06- ALJ
A-401 443309B-AE401LS ENLARGED FLOOR PLAN- SITE 06-ALJ
A-601 443309B-AE601SC DOOR & WINDOW SCHEDULES - SITE 6 - ALJ
A-602 443309B-AE602SC FINISH SCHEDULE - SITE 6 - ALJ
PLUMBING
P-101 443309B-MP101PN SITE 6 DOMESTIC WATER FLOOR PLAN
P-102 443309B-MP102PN SITE 6 SANITARY FLOOR PLAN
P-103 443309B-MP103PN SITE 6 PLUMBING ROOF PLAN
P-401 443309B-MP401LS SITE 6 ENLARGED PLUMBING PLANS
P-402 443309B-MP402LS SITE 6 ENLARGED PLUMBING PLANS
P-403 443309B-MP403LS SITE 6 ENLARGED PLUMBING PLANS
P-901 443309B-MP901DI SITE 6 DOMESTIC WATER RISER DIAGRAM
P-902 443309B-MP902DI SITE 6 SANITARY RISER DIAGRAM
MECHANICAL
M-101 443309B-MH103PN SITE 6 HVAC FLOOR PLAN
M-102 443309B-MH104PN SITE 6 HVAC ROOF PLAN
M-601 443309B-MH602SC SITE 6 HVAC SCHEDULES
ELECTRICAL
E-101 443309B-EP101PN POWER FLOOR PLAN - SITE 6 - ALJ
E-102 443309B-EL102PN LIGHTING FLOOR PLAN - SITE 6 -ALJ
E-103 443309B-EP103PN ROOF POWER PLAN - SITE 6 - ALJ
E-104 443309B-EP104PN GROUNDING PLAN - SITE 6 ALJ
E-601 443309B-EP601SC PANEL SCHEDULES - SITE 6 - ALJ
E-602 443309B-EP602SC PANEL SCHEDULES - SITE 6 - ALJ
TELECOMMUNICATIONS
T-101 443309B-TN101PN TELECOM FLOOR PLAN - SITE 6
T-102 443309B-TN102PN03 3 AM#3 SECURE VOICE FLOOR PLAN - SITE 6
T-401 443309B-TN401LS03 3 AM#3 ENLARGED TELECOM RM 119 - SITE 6
T-402 443309B-TN402LS03 3 AM#3 ENLARGED TELECOM RM 106E - SITE 6
T-501 443309B-TN501DT03 3 AM#3 COMM RACK DETAIL SITE 6
443309C - TOILET BUILDING
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
STRUCTURAL
S-101 443309C-SB101PN FOUNDATION AND SLAB PLAN
S-102 443309C-SF102PN ROOF FRAMING PLAN
S-601 443309C-SF601SC SCHEDULES
ARCHITECTURAL
A-001 443309C-AE001PN LIFE SAFETY PLAN
A-002 443309C-AE002PN AIR BARRIER PLAN
A-101 443309C-AE101PN FLOOR AND ROOF PLAN
A-102 443309C-AE102PN REFLECTED CEILING PLAN
A-201 443309C-AE201EL ELEVATIONS
A-301 443309C-AE301SE SECTIONS
A-302 443309C-AE302SE WALL SECTIONS
A-401 443309C-AE401EL INTERIOR ELEVATIONS
A-601 443309C-AE601SC DOOR AND FINISH SCHEDULES
PLUMBING
P-101 443309C-PL101PN GROUND FLOOR PLUMBING PLAN - SANITARY
P-102 443309C-PL102PN GROUND FLOOR PLUMBING PLAN - DOMESTIC WATER
P-103 443309C-PL103PN PLUMBING ROOF PLAN
P-901 443309C-PL901IS PLUMBING RISER DIAGRAM - SANITARY
P-902 443309C-PL902IS PLUMBING RISER - DOMESTIC WATER
MECHANICAL
M-101 443309C-MH101PN GROUND FLOOR HVAC PLAN
ELECTRICAL
E-101 443309C-EP101PN POWER, LIGHTING AND GROUNDING PLAN
E-601 443309C-EP601SC PANEL SCHEDULE
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INDEX OF DRAWINGS
443309E - GUARD TOWER
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
STRUCTURAL
S-101 443309E-SB101PN FOUNDATION AND SLAB PLAN
S-401 443309$-SS507DT MAT FOUNDATION DETAILS
ARCHITECTURAL
A-001 443309E-AE001PN LIFE SAFETY PLAN
A-101 443309E-AE101PN FLOOR AND ROOF PLAN
A-102 443309E-AE102PN REFLECTED CEILING PLAN
A-201 443309E-AE201EL ELEVATIONS
A-301 443309E-AE301SE BUILDING SECTIONS
A-302 443309E-AE302SE STAIR SECTION & DETAILS
A-601 443309E-AE601SC DOOR AND FINISH SCHEDULES
MECHANICAL
M-101 443309E-MH101PN HVAC FLOOR PLAN
ELECTRICAL
E-101 443309E-EP101PN03 3 AM#3 POWER, LIGHTING AND GROUNDING PLAN
TELECOMMUNICATIONS
T-101 443309E-TN101PN03 3 AM#3 TELECOM FLOOR PLAN
T-201 443309E-TN201EL03 3 AM#3 TELECOM EAST ELEVATION
T-202 443309E-TN202EL03 3 AM#3 TELECOM NORTH ELEVATION
443309F - CAR PARKING SHELTER
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
STRUCTURAL
S-101 443309F-SB101PN FOUNDATION AND SLAB PLAN
ARCHITECTURAL
A-101 443309F-AE101PN PLANS
A-201 443309F-AE201EL ELEVATIONS
A-301 443309F-AE301SE SECTIONS
ELECTRICAL
E-101 443309F-EP101PN POWER, LIGHTING AND GROUNDING
443309G - TRUCK PARKING SHELTER
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
STRUCTURAL
S-101 443309G-SB101PN FOUNDATION AND SLAB PLAN
ARCHITECTURAL
A-101 443309G-AE101PN FLOOR PLAN
A-102 443309G-AE102PN ROOF PLAN
A-103 443309G-AE103PN REFLECTED CEILING PLAN
A-201 443309G-AE201EL ELEVATIONS
A-202 443309G-AE202EL ELEVATIONS
A-301 443309G-AE301SE BUILDING SECTIONS
ELECTRICAL
E-101 443309G-EP101PN POWER, LIGHTING AND GROUNDING PLAN
443309H - STORAGE FACILITY
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
STRUCTURAL
S-101 443309H-SB101PN FOUNDATION AND SLAB PLAN
ARCHITECTURAL
A-101 443309H-AE101PN FLOOR PLAN
A-102 443309H-AE102PN ROOF PLAN
A-103 443309H-AE103PN REFLECTED CEILING PLAN
A-201 443309H-AE201EL ELEVATIONS
A-202 443309H-AE202EL ELEVATIONS
A-301 443309H-AE301SE BUILDING SECTIONS
ELECTRICAL
E-101 443309H-EP101PN LIGHTING, POWER, GROUNDING AND LIGHTNING
PROTECTION PLANS
443309I - FREQUENCY CONVERTER - PDU SHELTER
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
STRUCTURAL
S-101 443309I-SB101PN FOUNDATION AND SLAB PLAN
S-102 443309I-SF102PN ROOF FRAMING PLAN
S-601 443309I-SB601SC SCHEDULES
ARCHITECTURAL
A-001 443309I-AE001PN LIFE SAFETY PLAN
A-002 443309-AE002PN AIR BARRIER PLAN
A-101 443309I-AE101PN FLOOR PLAN
A-201 443309I-AE201EL ELEVATIONS
A-301 443309I-AE301SE SECTIONS
A-601 443309I-AE601SC DOOR AND FINISH SCHEDULES
MECHANICAL
M-101 443309I-MH101PN HVAC FLOOR PLAN
ELECTRICAL
E-101 443309I-EP101PN POWER, LIGHTING AND GROUNDING PLAN
E-601 443309I-EP601SC PANEL SCHEDULES
E-602 443309I-EP602SC PANEL SCHEDULES
443309L - POWER PLANT FACILITY - SITE 06
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
STRUCTURAL
S-101 443309L-SB101PN FOUNDATION & ROOF FRAMING PLAN
S-601 443309L-SF601SC SCHEDULES
ARCHITECTURAL
A-001 443309L-AE001PN LIFE SAFETY PLAN
A-002 443309L-A002PN AIR BARRIER PLAN
A-101 443309L-AE101PN FLOOR PLAN
A-102 443309L-AE102PN REFLECTED CEILING PLAN
A-201 443309L-AE201EL ELEVATIONS
A-301 443309L-AE301SE BUILDING SECTIONS
A-601 443309L-AE601SC DOOR & FINISH SCHEDULES
MECHANICAL
M-101 443309L-M101PN GROUND FLOOR HVAC PLAN
ELECTRICAL
E-101 443309L-EP101PN GROUNDING, POWER AND LIGHTING PLAN
E-601 443309L-EP601SC PANEL SCHEDULES - SITE 6
E-602 443309L-EP602SC PANEL SCHEDULES- SITE 6
TELECOMMUNICATIONS
T-101 443309L-TN101PN03 3 AM#3 COMMUNICATIONS FLOOR PLAN
T-501 443309L-TN502DT03 3 AM#3 COMM ENTRANCE & CABINET DETAIL
443309M - PRAYER/GATHERING BUILDING
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
MECHANICAL
M-101 443309M-MH101PN GROUND FLOOR HVAC PLAN
M-102 443309M-MH102PN ROOF HVAC PLAN
ELECTRICAL
E-101 443309M-EP101PN POWER PLAN
E-601 443309M-EP601SC PANEL SCHEDULE
TELECOMMUNICATIONS
T-101 443309M-TN101PN03 3 AM#3 COMMUNICATIONS FLOOR PLAN
T-501 443309M-TN501PN 6 PAIR PROTECTIVE ENTRANCE TERMINAL (PET)
443309M - PRAYER/GATHERING BUILDING
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
STRUCTURAL
S-101 443309M-SB101PN FOUNDATION AND SLAB PLAN
S-102 443309M-SF102PN ROOF FRAMING PLAN
S-601 443309M-SF601SC SCHEDULES
ARCHITECTURAL
A-001 443309M-AE001PN LIFE SAFETY PLAN
A-002 443309M-AE002PN AIR BARRIER PLAN
A-101 443309M-AE101PN GROUND FLOOR PLAN
A-102 443309M-AE102PN ROOF PLAN
A-103 443309M-AE103PN REFLECTED CEILING PLAN
A-201 443309M-AE201EL ELEVATIONS
A-301 443309M-AE301SE SECTIONS
A-302 443309M-AE302SE WALL SECTIONS
A-501 443309M-AE501DT DETAILS
A-502 443309M-AE502DT DETAILS
A-601 443309M-AE601SC DOOR, WINDOW AND FINISH SCHEDULES
443309N - FUEL DISPENSING SUNSHADE
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
STRUCTURAL
S-101 443309N-SB101PN FOUNDATION AND SLAB PLAN
ARCHITECTURAL
A-101 443309N-AE101PN PLANS
A-201 443309N-AE201EL ELEVATIONS
A-301 443309N-AE301SE SECTIONS
MECHICANICAL
M-101 443309N-MH101PN MECHANICAL PLAN
M-102 443309N-MH102PN FUEL TANK LAYOUT
M-301 443309N-M301SE MECHANICAL SECTION
M-501 443309N-MH501DT FUEL TANK LAYOUT
ELECTRICAL
E-101 443309N-EP101PN LIGHTING, POWER PLAN AND GROUNDING
443309D - GUARD HOUSE
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
STRUCTURAL
S-101 443309D-SB101PN FOUNDATION AND SLAB PLAN
S-102 443309D-SF102PN03 3 AM#3 ROOF FRAMING PLAN
S-401 443309D-SF401DT CONCRETE DETAILS
S-601 443309D-SF601SC03 3 AM#3 SCHEDULES
ARCHITECTURAL
A-001 443309D-AE001PN LIFE SAFETY PLAN
A-002 443309D-AE002PN AIR BARRIER PLAN
A-101 443309D-AE101PN FLOOR PLAN
A-201 443309D-AE201EL ELEVATIONS
A-301 443309D-AE301SE SECTIONS
A-302 443309D-AE302SE WALL SECTIONS
A-401 443309D-AE401LS TOILET PLAN
A-601 443309D-AE601SC DOOR & FINISH SCHEDULES
PLUMBING
P-101 443309D-PL101PN PLUMBING WASTE PLANS
P-102 443309D-PL102PN PLUMBING WATER PLANS
P-301 443309D-PL301SE PLUMBING SECTIONS
P-901 443309D-PL901IS PLUMBING RISER DIAGRAMS
MECHANICAL
M-101 443309D-MH101PN GROUND FLOOR HVAC PLAN
ELECTRICAL
E-101 443309D-EP101PN POWER, LIGTHING AND GROUNDING PLAN
TELECOMMUNICATIONS
T-101 443309D-TN101PN03 3 AM#3 COMMUNICATIONS FLOOR PLAN
T-501 443309D-TN501DT03 3 AM#3 COMM ENTRANCE DETAIL
443309N2 - FUEL TRUCK PARKING SUNSHADE
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
STRUCTURAL
S-101 443309N2-SB101PN FOUNDATION AND SLAB PLAN
ARCHITECTURAL
A-101 443309N2-AE101PN PLANS
A-201 443309N2-AE201EL ELEVATIONS
A-301 443309N2-AE301SE SECTIONS
ELECTRICAL
E-101 443309N2-EP101PN LIGHTING, POWER PLAN AND GROUNDING
443309O - EQUIPMENT PADS
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
ELECTRICAL
E-101 443309O-EP101PN POWER AND GROUNDING PLAN
443309P - MAINTENANCE HIGH-BAY
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
STRUCTURAL
S-101 443309P-SB101PN FOUNDATION AND SLAB PLAN
S-102 443309P-SF102PN BRIDGE CRANE SUPPORT SYSTEM PLAN
S-401 443309P-SB401DT MASONRY AND MBS FOUNDATION DETAILS
S-601 443309P-SB601SC SCHEDULES
ARCHITECTURAL
A-001 443309P-AE001PN LIFE SAFETY PLAN
A-002 443309P-AE002PN AIR BARRIER PLAN
A-101 443309P-AE101PN FLOOR PLAN
A-102 443309P-AE102PN ROOF PLAN
A-103 443309P-AE103PN REFLECTED CEILING PLAN
A-201 443309P-AE201EL ELEVATIONS
A-301 443309P-AE301SE BUILDING SECTIONS
A-302 443309P-AE301SE WALL SECTIONS
A-601 443309P-AE601SC DOOR AND FINISH SCHEDULES
PLUMBING
P-101 443309P-PL101PN GROUND FLOOR PLUMBING PLAN
MECHANICAL
M-101 443309P-MH101PN GROUND FLOOR HVAC PLAN
ELECTRICAL
E-101 443309P-EP101PN GROUNDING AND POWER PLAN
E-102 443309P-EL102PN LIGHTING PLAN
E-601 443309P-EP601SC PANEL SCHEDULE
M
AR
K D
ES
C
R
IP
TI
O
N D
A
TE
A P
PR
A M
E N
D M
EN
T
#3
/2 5/
-0
-1
C-100
P L T
A J F
X
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
GRAPHIC SCALE
DIM. NOTE & NORTH
GENERAL SHEET NOTES
N
DIMENSIONS SHOWN ARE IN METERS.
UNLESS OTHERWISE NOTED, LINEAR
n e n s a jf
IP
P W
P d
C D
P
N .d g n
-0
-1
A
IR
D
E F
E N
S E I
M P
R O
V E
M E
N T S
U N
S P
E C
IF
IE
D W
O R
L D
W
ID
E
C h ie f, C iv il B ra n c h
D E
M O
L
IT
IO
N P
L A
P
-4
1:2000
50 50 1501000
1:2000
50 50 150100
BERMED AREAS TO BE DEMOLISHED
TO BE DEMOLISHED
EXISTING FENCING
EXISTING COMM TOWER TO BE REMOVED
BARRIERS TO BE REMOVED
MISC. CONCRETE
CONSTRUCTION.
CONTRACTING OFFICER OF DISCREPANCIES PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE
EXISTING AND PROPOSED CONDITIONS PRIOR TO
ASSESS THE REQUIREMENTS. CONTRACTOR SHALL VERIFY ALL
REQUIRED. CONTRACTOR SHALL VISIT SITE TO REVIEW AND
NOT ILLUSTRATE THE COMPLETE SCOPE OF DEMOLITION
1. THE PLANS PROVIDED ARE FOR REFERENCE ONLY AND MAY
S
IT
E
A
L J
G L E
N N L
H O
R D
U S
K Y
G L
H
(SEE SITE PLAN C-101 FOR LOCATION OF NEW FENCING)
FENCING TO BE DEMOLISHED
PORTION OF EXISTING
EXISTING PERIMETER BERM TO BE DEMOLISHED
EXISTING PERIMETER BERM TO BE DEMOLISHED
FABRIC SUNSHADE TO REMAIN
(TYPICAL OF APPROXIMATELY 10)
AND REBAR TO BE REMOVED
EXISTING CONCRETE FOOTERS
TO REMAIN TO THE EXTENT POSSIBLE
EXISTING CONCRETE PADS
EXISTING GRAVEL ACCESS ROAD
PADS TO BE DEMOLISHED
EXISTING CONCRETE
/2
/2
C D
-6
P N
A M
IS
S U
E D E
N T
IR
E S
H E
X
X
X X
X
X X
X
XX
X X
X
PAD
EQUIPMENT
+320
+340
+360
0+000.000
POB
0+136.421
PC
0+139.539
PT
0+297.993
PC
0+302.789
PT
2+469.460
PT
0+137.980
PI
0+300.392
PI
P I
2+000 2+100
+980 +020 +040 +060 +080
P C
2+122.174
PT
Y=3202315.6356
X=772515.5370
Y=3202337.3610
X=771987.9447
Y=3202445.04
X=772134.00
X X
X X
XXXX
XXXX
X X
X X
X X
X X
M
EC
CA
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
M
EC
CA
X X
X X
X X
X X
X X
X X
X X
X X
ALASKA BARRIERS
EQUIPM
ENT PAD W
ITH
ALASKA BARRIERS
EQUIPM
ENT PAD W
ITH
ALASKA BARRIERS
EQUIPM
ENT PAD W
ITH
ALASKA BARRIERS
EQUIPM
ENT PAD W
ITH
ALASKA BARRIERS
EQUIPM
ENT PAD W
ITH
XXXX
XXXX
XXXX
CONVERTER
FREQUENCY
ECS
A N
D S
U N S
H A
D E
S T
O R
A G
E A
R E
A
PARKING
COVERED TRUCK
AREA
GATHERING
BUILDING
TOILET
P L A
N T
P O
W E
R
AND SUNSHADE
FUEL STORAGE TANK
GUARD TOW
ER (TYP.)
COM
M
UNICATION TOW
ER
FIELD
LEACH
BARRIERS (TYP.)
CONCRETE JERSEY
SUNSHADE
TRUCK PARKING
FUEL TANKER
CONVERTER
FREQUENCY
CONVERTER
FREQUENCY
PAD
DUAL DUM
PSTER
BARRIER
VEHICLE CRASH
HOUSE
GUARD
BARRIER
VEHICLE CRASH
Y=3202315.6356
X=772515.5370
Y=3201873.0600
X=771787.8137
Y=3201902.1020
X=771737.5115
Y=3201912.6565
X=771967.0185
Y=3202392.6496
X=771508.1450
Y=3202289.4027
X=771686.3539
Y=3202191.8850
X=771630.0520
Y=3202233.7784
X=771618.8476
Y=3202337.3610
X=771987.9447
Y=3202558.5680
X=771604.8029
Y=3202170.6941
X=771892.5832
Y=3202445.04
X=772134.00
Y=3202769.82
X=771571.48
Y=3202080.04
X=771173.23
Y=3201755.26
X=771735.76
BUILDING
HEADQUARTERS
SHEET ID
-0
-1
C-102
A J F
G L
H
X
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
GRAPHIC SCALE
DIM. NOTE & NORTH
KEY PLAN
GENERAL SHEET NOTES
N
DIMENSIONS SHOWN ARE IN METERS.
UNLESS OTHERWISE NOTED, LINEAR
n e n s a jf
IP
P W
P d
C S
P
N .d g n
-0
-1
A
IR
D
E F
E N
S E I
M P
R O
V E
M E
N
S P
E C
IF
IE
D W
O R
L D
W
ID
E
C h ie f, C iv il B ra n c h
S
IT
E
S
IT
E P
L A
N :1
P -4
J F /T
S R
1:1000
10 10 20 30 40 50 60 70 80 90
F O
R C
O N
T
IN
U A
T
IO
N S
E E S
H E
E T C -1
FOR CONTINUATION SEE SHEET C-103
EXISTING ACCESS ROAD
GUARD TOWER
4m ASPHALT ROAD
.0
R
.0
R
SECURITY FENCE
4m GRAVEL ROAD
ACCESS ROAD
ROAD TO EXISTING
TIE NEW SITE ACCESS
.0
R
S
IT
E
A
L J
G L E
N N L
H O
R D
U S
K Y
3m WIDE PULL-OFF
.0
R
GRAVEL SHOULDERS
7.3m ACCESS ROAD AND
MAPPING.
COORDINATES WITH THE COR BASED ON TOPOGRAPHIC
AERIAL IMAGERY. CONTRACTOR MAY HAVE TO CONFIRM
1. COORDINATES SHOWN ON THE PLANS ARE BASED ON
STOP SIGN
(40 km/hour)
SPEED LIMIT SIGN
/2
/2
C S -6
P N
A M
A D
D E
D T
R A
F F
IC
S
IG
N
REGULATORY SIGN SIZE
< 40
DESIGN SPEED
Km/hr
REGULATORY SIGN
SIZE (mm)
LETTER HEIGHT ON SUPPLEMENTARY
PLATES (mm)
"Alef"
"X"
< 80 750 140 100
366148
N.G.L
SUBGRADE @ 95%
SUBGRADE @ 95%
EXPANSION JOINT
CONTRACTION JOINT
TYPICAL SIDEWALK DETAILS
NOT TO SCALE
T Y P
BUILDING
STANDARD JOINT LAYOUT FOR CONCRETE SIDEWALKS
NOT TO SCALE
X X
X X
WWF
WWF
MATERIAL
EXPANSION JOINT
SEE NOTE 2 FOR SPACING
CONTRACTION JOINTS (TYP)
JOINTS (TYP)
EXPANSION
CURB
BACK OF
2.
1.
NOTES:
1500 INTERVALS.
CONTRACTION JOINTS SHALL BE SPACED
UNLESS OTHERWISE NOTED.
ALL SIDEWALKS SHALL BE 100 THICK
R
R
15000 MAX SPACING BETWEEN EXPANSION JOINTS
NOT TO SCALE
2% 2%
NOT TO SCALE
2% 2%
NOT TO SCALE
2% 2%
MINIMUM 40 SURFACE COURSE
AGGREGATE BASE COURSE
MINIMUM 100 GRADED CRUSHED
MINIMUM 200 CONCRETE PAVEMENT
AGGREGATE BASE COURSE
MINIMUM 150 GRADED CRUSHED
1 2
AND FUEL FILLSTAND
EXTERIOR TRAVEL AREA OF STORAGE PAD
CONCRETE PAVEMENT SECTION FOR
5% 5%
1000 1000
SHOULDER
AGGREGATE
MINIMUM 150
SHOULDER
AGGREGATE
MINIMUM 150
5%
SHOULDER
AGGREGATE
MINIMUM 150
5%
SHOULDER
AGGREGATE
MINIMUM 150
ASPHALT PAVEMENT SECTION
MINIMUM 60 ASPHALT TYPE 1 BASE COURSE
NOT TO SCALE
2% 2%
MINIMUM 40 SURFACE COURSE
AGGREGATE BASE COURSE
MINIMUM 100 GRADED CRUSHED
5% 5%
1000 1000
SHOULDER
AGGREGATE
MINIMUM 150
SHOULDER
AGGREGATE
MINIMUM 150
5%
SHOULDER
AGGREGATE
MINIMUM 150
5%
SHOULDER
AGGREGATE
MINIMUM 150
MINIMUM 40 ASPHALT TYPE 3 WEARING COURSE
MINIMUM 100 CRUSHED AGGREGATE BASE COURSE
+2% AND -1% OF OPTIMUM MOISTURE CONTENT)
MODIFIED PROCTOR TEST (ASTMD1557) AND
BELOW EXISTING GRADE, COMPACTED TO 95% OF
SELECT MATERIAL FILL (MINIMUM 150 MM
+2% AND -1% OF OPTIMUM MOISTURE CONTENT)
MODIFIED PROCTOR TEST (ASTMD1557) AND
BELOW EXISTING GRADE, COMPACTED TO 95% OF
SELECT MATERIAL FILL (MINIMUM 150 MM
+2% AND -1% OF OPTIMUM MOISTURE CONTENT)
MODIFIED PROCTOR TEST (ASTMD1557) AND
BELOW EXISTING GRADE, COMPACTED TO 95% OF
SELECT MATERIAL FILL (MINIMUM 150 MM
+2% AND -1% OF OPTIMUM MOISTURE CONTENT)
MODIFIED PROCTOR TEST (ASTMD1557) AND
BELOW EXISTING GRADE, COMPACTED TO 95% OF
SELECT MATERIAL FILL (MINIMUM 150 MM
NOT TO SCALE
2% 2%
AGGREGATE BASE COURSE
MINIMUM 100 GRADED CRUSHED
5% 5%
1000 1000
SHOULDER
AGGREGATE
MINIMUM 150
SHOULDER
AGGREGATE
MINIMUM 150
+2% AND -1% OF OPTIMUM MOISTURE CONTENT)
MODIFIED PROCTOR TEST (ASTMD1557) AND
BELOW EXISTING GRADE, COMPACTED TO 95% OF
SELECT MATERIAL FILL (MINIMUM 150 MM
MINIMUM 60 ASPHALT TYPE 1 BASE COURSE
GRAVEL PATROL ROAD PAVEMENT SECTION
GRAVEL PAVEMENT SECTION
ASPHALT PATROL ROAD PAVEMENT SECTION (OPTION)
NOT TO SCALE
TRAFFIC SIGN BOARD DETAIL
EXISTING
STEEL PIPE
COMPACTED SOIL
SHOULDERROAD
PLAIN CONCRETE
SHEET ID
-0
-1
T S
R
A J F
G L
H
X
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R n e n s a jf
IP
P W
P d
C I5
D
T .d g n
-0
-1
A
IR
D
E F
E N
S E I
M P
R O
V E
M E
N
S P
E C
IF
IE
D W
O R
L D
W
ID
E
C h ie f, C iv il B ra n c h
P -4
C-509
V E
M E
N T D
E T
A
IL
G L E
N N L
H O
R D
U S
K Y
S
IT
E
A
L J
DIMENSIONS SHOWN ARE IN MILLIMETERS.
UNLESS OTHERWISE NOTED, LINEAR
NOTE: SEE SITE PLANS FOR LOCATIONS.
STOP SIGN SIGN
SPEED LIMIT
/2
/2
C I5
-6
D T
A M
A D
D E
D T
R A
F F
IC
S
IG
N D
E T
A
IL
HANDLE FOR MANUAL
OPERATION
GRADE LEVEL
ARM
IMPACT S
IDE
NOT TO SCALE
STATE DEPARTMENT RATING
K12 = 15,000 POUND VEHICLE TRAVELING AT 80 KPH (50 MPH)
CRASH BEAM BARRIERS
OPERATION:
BARRIER RATING: K12
OPERATION.
OPTION FOR MANUAL
ELECTRICAL WITH
FENCE POST
FITTING OF COPPER
OR APPROVED CLAMP-TYPE
MOLDED EXOTHERMIC WELD
COPPER WIRE
#8 AWG SOLID
BARBED-TAPE
BARBED WIRE
ON BOTH SIDES OF OUTRIGGER
AT EVERY SPIRAL TURN
TO TOP BARBED WIRES
BOTH TAPE COILS TIED
(BARBS OMITTED FOR CLARITY)
STEEL BARBED-TAPE CONCERTINA
45 DEG 45 DEG
WIRE
STEEL TIE
STAINLESS
16-GAGE
LOCK PIN (TYP.)
RIVETED FLUSH (TYP.)
10 PLAIN PIN
NOT TO SCALE
BARBED TAPE MOUNTING DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
GROUNDING DETAIL
ROD
STEEL GROUND
COPPER-CLAD
19 DIA.
SHEET ID
-0
-1
C-512
T S
R
A J F
G L
H
X
DIMENSIONS SHOWN ARE IN MILLIMETERS.
UNLESS OTHERWISE NOTED, LINEAR
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R n e n s a jf
IP
P W
P d
C S
D
T .d g n
-0
-1
C h ie f, C iv il B ra n c
-4
S P
E C
IF
IE
D W
O R
L D
W
ID
E
A
IR
D
E F
E N
S E I
M P
R O
V E
M E
N T S
G L E
N N L
H O
R D
U S
K Y
S
IT
E
A
L J
F E
N C
E D
E T
A
IL
S A
N D F
O R
C E P
R O
T E
C T
IO
N
A
M E
N D
M E
N T
/2
/1
C S -6
D T m m
(FABRIC NOT SHOWN IN TAIL)
INSIDE
OUTSIDE
SCALE = NTS
GATE PLAN
SCALE = NTS
GATE ELEVATION - (5) BAYS SHOWN
TO OPEN
F R
A M
E H
E
IG
H T
H
LENGTH (L) SEE TABLE (SHEET C-543)
TOPENING
m m
TAILFABRIC AREA
ALUMINUM UPRIGHT
50mm SQUARE
ARM, TYPICAL
BARBED WIRE
50mm SQUARE
BARBED WIRE
(3) STRANDS OF
ALUMINUM UPRIGHT
50mm SQUARE POST TOP
DIAMETER POST
102mm OUTSIDE
ALUMINUM UPRIGHT
50mm SQUARE
CHAIN LINK FABRIC
(TYPICAL OF 4)
TRUCK ASSEMBLY
CHAIN LINK FABRIC
ASSEMBLY
GUIDE ROLLER
CABLE TRUSS
ALUMINUM UPRIGHT
50mm SQUARE
ALUMINUM TRACK / RAIL
TENSION ROD
ALUMINUM UPRIGHT
50mm SQUARE
ALUMINUM BOTTOM RAIL
50mm X 102mm
3. FOOTING WIDTH TO BE (4)X POST WIDTH. MININUM DEPTH 915mm.
2. FOR SECTIONS AND DETAILS SEE SHEETS C-542 AND C-543.
SEE SPEC SECTION 01 80 00.12 10.
1. GATES MECHANICALLY OPERATED.
NOTES:
SHEET ID
-0
-1
C-541
E M
S
A J F
J P
R
X
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
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D W
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D B
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D E
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A
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D A
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T .d g n h ie f, A rc h it e c t
B ra n c h
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L
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L E
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N
C A
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E D S
L
ID
IN
G G
A T
E
DIMENSIONS SHOWN ARE IN MILLIMETERS.
UNLESS OTHERWISE NOTED, LINEAR
-0
-1
S
IT
E
A
L J
A
IR
D
E F
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S E I
M P
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M E
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U N
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D W
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A
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V
IS
E D N
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/2
/2
C S -6
D T
AREA
STORAGE
CU-H
SDP
TRUCK PARK
CU-G
ROOM
SCREEN
TOWER#2
GUARD
CU-E2
GEN
(FACILITY "L")
POWER PLANT
LOCATED ATGEN
G1 G2
TO HOST POWER
FUTURE CONNECTION
3P
600AF
600AT
1200AF
1200AT
1P
60AT
60AF
1P
30AF
1P
60AT
60AF
3P
100AF
ECS
LPA6
125AF
125AT
3P 1P 1P 3P 1P
3P
400AF
400AT
100AT
100AF
HQ
LPBa
GATHERING
PRAYER/
MDPM
CAR PARK
CU-F
TOILET
MDPC
100AF
COMM
HQ
CP
3P
200AT
225AF
1P 1P
1P
30AT
60AF
3P
225AF
200AT
CRANE
10TON
TOWER#1
GUARD
CU-E1
3P
125AF
100AT
3P
TOWER# 4
GUARD
CU-E4
ECS
COVERTER
FREQUENCY
150KW
IN NEMA 4X ENCLOSURE
W/BYPASS/ISOLATION SWITCH
1200A AUTOMATIC TRANSFER SWITCH
ATS1
IN NEMA 4X ENCLOSURE
W/BYPASS/ISOLATION SWITCH
1200A AUTOMATIC TRANSFER SWITCH
ATS2
IN MANUFACTURERS WEATHERPROOF ENCLOSURE
PRIME RATED SYNCHRONOUS GENERATORS
(2) 850 kVA, 415/240V,50 HZ,0.8 PF, CONDUIT ENDS SHALL BE CAPPED.
PULL WIRES FOR FUTURE CONNECTION,
2 - 100MM EMPTY CONDUIT WITH
125AF
60AT
60AF
MDPBa @ HEADQUATERS (HQ)
MDPP @ MAINTENANCE BAY
S P
A R
E
S P
A R
E
S P
A R
E
S P
A R
E
100AT
400AF
400AT
3P
LIGHTING
SITE
PILAR 1
FEEDER
FP1
60AF
60AT
LIGHTING
SITE
PILAR 2
FEEDER
FP2
60AF
60AT
3P
3P
125AF
125AT
3P
125AF
125AT
MDPD @ GUARDHOUSE
35 37 39 41 38, 40, 42
1P
16AT
16AF
1P
16AT
16AF
1P
16AT
16AF
1P
16AT
16AF
3P
(BASE BID)
30AT
3P
600AF
600AT
3P
3P
100AF
ICC
COVERTER
FREQUENCY
30KW
400AT
400AF
3P
125AF
100AT
3P
100AF
100AT
FP FP
PRESENCE
POINT OF
CPS6
HQ
LPBb
WING ADDITION
HQ- BID OPTION
MDPBb
100AF
3P
60AT
ROOM 102 - POWER PLANT (FACILITY "M")
1,3,5 2,4,6 7,9,11 8,10,12 13,15,17 14,16,18
STORAGE
FUEL
CU-N
1P
20,22,24 21
PLANT
POWER
MDPP
60AT
60AF
MDPA6 @ ECS
100AT100AT
100AF
1P
16AT
16AF
S P
A R
E
T
Y P
1P
16AT
16AF
S P
A R
E
T
Y P
1P
16AT
16AF
S P
A R
E
T
Y P
3P
30AT
30AF
S P
A R
E
3P
60AT
60AF
29,31,33
S P
A R
COMM
ECS
CP6
MAIN DISTRIBUTION PANEL (MDP1) 1200 AMPS, 415/240V, 3PH, 4W , 50 HZ 50KAIC
1P
30AT
30AF
3P
PARK
TRUCK
FUEL
CU-N2
23,25,27
TOWER#3
GUARD
CU-E3
RECOMMENDATIONS (TYP)
WIRING PER MANUFACTURER'S
A
B C C D
1 & 2
LAUNCHERS
TO
PDU1
CONVERTER/
FREQUENCY
30KW
TO
MDPI1
3 & 4
LAUNCHERS
TO
PDU2
CONVERTER/
FREQUENCY
30KW
TO
MDPI2
30AT
60AF
C E C E F
3P 1P
60AT 30AT
60AF
30AT
60AF
30AT
60AF
30AT
60AF
60AT
CONDUCTOR IN 100mm2 CONDUIT EACH.
3 SETS of 4-#300mm2 & 1-#70mm2 GND
3P
225AF
200AT
3P
LAUNCHER 5
TO
PDU3
CONVERTER/
FREQUENCY
30KW
TO
MDPI3
SC6
SHEET ID
X
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
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D E
S C
R
IP
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IO
N
D
2 3
C
4 5
A
B
M A
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A P
P R
D A
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S
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T E
D B
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P L
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C A
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P L
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D A
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M A
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D E
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N
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N T
R A
C T N
O
D A
T E
A P
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S
IT
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D I0
.d g n n e n e ia
-0
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A
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D
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S E I
M P
R O
V E
M E
N
S P
E C
IF
IE
D W
O R
L D
W
ID
-4
DIMENSIONS SHOWN ARE IN MILLIMETERS.
UNLESS OTHERWISE NOTED, LINEAR
GENERAL SHEET NOTES
SINGLE LINE DIAGRAM
NOT TO SCALE
S
IT
E
A
L J
GENERATORS SEQUENCE OF OPERATION
D A
V
ID
S
C L
A R
K E P .E
C h ie f, E le c tr ic a l B ra n c h
XE-601
IA
/F
G
IA M
M
S
IN
G L E L
IN
E D
IA
G R
A M
BY OTHERS.
COVERED UNDER THIS CONTRACT AND WILL BE PROVIDED
CABLES, STEP DOWN TRANSFORMER AND 11KV SWITCHGEAR IS NOT
6. CONNECTION TO LOCAL UTILITY AND ISTALLATION OF POWER
PROVIDED BY OTHERS.
208/120V, 3 PHASE, 400 HZ. FREQUENCY CONVERTER WILL BE
INPUT IS 415/240V, 3 PHASE, 50 HZ WITH AN OUTUT OF
5. 150 KW AND 30 KW FREQUENCY CONVERTERS POWER
SUPPLIED.
WITH THE RATINGS ON THE ACTUAL NAMEPLATE OF THE EQUIPMENT
4. CONTRACTOR SHALL VERIFY AND CONFIRM CIRCUIT RATINGS
REQUIREMENTS.
3. *TVSS MUST BE SIZED AND INSTALLED AS PER MANUFACTURE'S
CONDUIT ROUTING.
3. REFER TO SITE ELECTRICAL XE-101 AND XE-102 FOR
FEEDER AND CONDUIT SIZES NOT INCLUDED IN THIS SHEET.
2. REFER TO SHEET EL-601 FOR MDP1 PANEL SCHEDULE AND
1. REFER TO SHEET SE-001 FOR LEGEND AND ABBREVIATIONS.
OPERATION WILL OCCUR.
DESIGN, IF REQUIRED, TO ENSURE ABOVE SEQUENCE OF
IT IS CONTRACTOR'S RESPONSIBILITY TO PERFORM ANY ADDITIONAL
GENERATOR G1 OR G2 AT ANY TIME.
GENERATING UNIT IN THE EVENT OF A FALURE/FAULT IN EITHER
GENERATING UNIT AND START UP THE OTHER
WITH SENSOR/CONTROLS TO SHUT DOWN THE FAULTY
AUTOMATIC TRANSFER SWITCH (ATS2) SHALL ALSO BE EQUIPED
SEQUENCE.
SHALL BE RETEATED AS A NORMAL OPERATIONAL
c. SEQUENCE OF OPERATION STATED IN "a" AND "b" ABOVE
AND G1 SHALL GO TO STAND-BY MODE.
START AND RUN FOR A PERIOD OF 48 CONTINUOUS HOURS
b. AFTER 48 HOURS OF OPERATION, GENERATOR 2 (G2) SHALL
PERIOD OF 48 CONTINUOUS HOURS.
a. GENERATOR 1 (G1) SHALL START FIRST AND RUN FOR A
BELOW.
TRANSFER SCHEME BETWEEN THE TWO GENERATORS AS DESCRIBED
PROVIDED WITH A CONTROL SYSTEM TO SUPPORT THIS TRANSITION
AUTOMATIC TRANSFER SWITCH 2 (ATS2) SHALL BE DESIGNED AND
ION TO THE SITE UTILITY ONCE POWER IS AVAILABLE AT THE SITE.
OPERATION. AUTOMATIC SWITCH 1 (ATS1) IS FOR FUTURE CONNECT-
TWO GENERATORS (G1 AND G2) AFTER A CERTAIN PERIOD OF
DESIGN IS TO MAKE TRANSITION (TO ALTERNATE) BETWEEN THE
GENERATOR SHALL BE OPERATING AT A TIME. THE INTENT OF THE
GENERATOR 1 AND 2 SHALL BE BOTH PRIME RATED. ONLY ONE
CABLE SCHEDULE
F 3-#50mm2, 1-#50mm2 AND 10mm2 GND IN 38mm CONDUIT.
E 3-#35mm2 AND 10mm2 GND IN 38mm CONDUIT.
D 3 SETS OF 3-#120mm2, 1-#120mm2 AND 35mm2 GND IN 38mm CONDUIT.
C 3-#35mm2 , 1-#35mm2, AND 10mm2 GND IN 38mm CONDUIT.
B 3 SETS OF 3-#95mm2, 1-#95mm2 AND 25mm2 GND IN 50mm CONDUIT.
A 3 SETS OF 3-#240mm2, 1-#40mm2 AND 50mm2 GND IN 50mm CONDUIT.
A
M E
N D
M E
N T
/2
/2
-S
IT
E
X E
D I0 m m m m
LAUNCHER HAND HOLE WALL
FROM FIELD HAND HOLE/MANHOLE
506mm506mm
LAUNCHER HAND HOLE WALL
506mm506mm m m m m
CABLE TRENCH TO
LAUNCHER VEHICLE
TO THE LAUNCHER VEHICLE.
REMOVAL OF COVER FOR CABLE EXIT
TO BE SEPARATELY BOLTED TO ALLOW
STEEL COVER . THE LAST 500mm OF COVER
TRENCH TO BE EQUIPPED WITH AN H-20 RATED
TRENCH TO BE 50MM BELOW CONDUIT.
TO EXTEND 200MM INTO TRENCH.
WIDTH TO BE 490mm CONDUITS
TO BE 203mm THICK. INSIDE
WALLS OF CABLE TRENCH
XT-502, XT-503 FOR WINDOW DETAILS
GENERAL NOTE: REFER TO SITE 2 XT-501,
GLOBAL HANDHOLE AND MANHOLE DETAILS
NOTE: REFER TO SITE 2 XT-510, XT-511 FOR
SHEET ID
S
IT
E
A
L J
X fi
Middle East District of Engineers
US Army Corps
U S A rm y C o rp s o f
E n g in e e rs
M id d le E a s t
D is tr ic t
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
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IP
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2 3
C
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A
B
M A
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A P
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D A
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S
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IT
T E
D B
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P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
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D E
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T
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N
C O
N T
R A
C T N
O
D A
T E
A P
P R
/2
/2 c u s e r s n e n e d b i\ d o c u m e n t s p w w o r k d
S
IT
E
X T
D T .d g n n e n e d b i
-0
-1
A
IR
D
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S E I
M P
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V E
M E
N
S P
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IF
IE
D W
O R
L D
W
ID
-4 ie f, E le c tr ic a l B ra n c h
D A
V
ID
S
C L
A R
K E P .E
F G
C H
C H
XT-521
L A
U N
C H
E R H
A N
D H
O L E A
N D T
R E
N C
H D
E T
A
IL333333330
/2
/2
-S
IT
E
X T
D T
A M
E N
D M
E N
T
TVTVTV
TV
W
W
COMM.
OFFICE
105OFFICE
OFFICE
OFFICE
101D
ECS
PARKING
PARTS
101E
FUTURE RACKS
RED SYSTEM
CUSTOMER
INSTALLED RACKS
BLACK SYSTEM
FC ROOM
ENLISTED TOILET
101B
OFFICER TOILET
101C
T-511
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
S U
BM
IT
T E D
B Y:
S
IZ
E:
FI
LE
N
O
IS
SU
E D
A T E:
C O
N
TR
A C
T N
O
S O
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C
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A
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O
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A R
M Y
C O
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PS
O F
EN
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EE
R S
C
KD
B Y:
US Army Corps of Engineers ®
X
A
P
LO
T
SC
AL
E:
P
LO
T D
A T E:
US
A rm y
Co rp s of
E ng in ee rs M id dl e Ea st D is tri ct
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
B
C
D
2 3 4 5 7/
/2
6:
:0
A M
7/
/2
6:
:0
AM
U N
SP
E C
IF
IE
D W
O R
L D W
ID
E
A
IR
D
EF
EN
SE
IM
PR
O V E
M
EN
TS
-0 7-
- C O
N
TR
AC
T
N U
M
BE
R
Middle East District
C H
D I
D
AV
E S
. C
LA
R
KE
A
-T N
1P
N
T-101
W
IN
C H
E
ST
E R
, V A
D I
TE
LE
C O
M M
U N
IC
A
T I O
N S
G
RO
U
ND
F
LO
O R
P
LA
N
SI
TE
A
P2 -4
EN
G
A G
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EN
T C
O
NT
RO
L
ST
A
TI
O
N
1 : 100
TELECOM GROUND FLOOR PLAN - SITE 6
NOTE: COMMUNICATIONS OUTLETS SHALL
BE PLACED 450mm AFF AND SHALL BE
CONNECTED TO THE CABLE TRAY SYSTEM
WITH 25mm CONDUIT.
4-CONDUITS
TO MH-10
6-CONDUITS
TO MH-11
3-CONDUITS
TO MH-11
6-CONDUITS
TO MH-10
M
AR
K D
ES
C
R
IP
TI
O
N D
A
TE
A P
PR
A M
E N
D M
EN
T
#3
/2 5/
1:100
10m2m 8m6m4m0m
COMM.
OFFICE
105OFFICE
OFFICE
OFFICE
101D
ECS
PARKING
PARTS
101E
FC ROOM
ICC SUN SHADE
ENLISTED TOILET
101B
OFFICER TOILET
101C
CABLE LADDER:
610mm (WIDTH) x 177mm (DEPTH) 5486mm AFF
PROPOSED LOCATION
FOR FSAMG PATCH PANEL
(NOT TO SCALE)
INSTALL TGB BELOW PP
457mm AFF.
PROPOSED LOCATION FOR THE TLPJB
CONNECTION BOX . (NOT TO SCALE)
CABLE LADDER:
610MM (WIDTH) x 178mm (DEPTH)
2743.2 AFF VERTICALLY MOUNTED
CABLE LADDER:
610mm (WIDTH) x 152 (DEPTH)
5486 AFF
CABLE LADDER:
610MM (WIDTH) x 178mm (DEPTH)
5486 AFF
CABLE LADDER:
152MM (WIDTH) x 100mm (DEPTH)
2268 AFF
TERMINATOR PANEL
LOCATION CUSTOMER
TO INSTALL TERMINATOR
PANEL
610mm x 178mm
LADDER TYPE
CABLE TRAY, 229mm
BETWEEN RUNGS
FUTURE RACKS
RED SYSTEM
CUSTOMER
INSTALLED RACKS
BLACK SYSTEM
LADDER CABLE TRAY FROM TOWER
(610mm X 178mm). CABLE LADDER
WITH COVER SHALL BE SUPPORTED
VIA THE METHOD DESIGNATED BY
THE TOWER INSTALLERS.
152mm PIPE SLEEVE
FOR CUSTOMER
INSTALLED CABLE
PLASTIC BUSHING
TO BE PROVIDED
FLUSH WITH OUTSIDE
WALL
TWO (2) 51mm STEEL CONDUITS
WITH PLASTIC BUSHING ABOVE
FALSE CEILING, FIRE STOP AS
REQUIRED
RAYTHEON INSTALLED CABLE
TO DROP DOWN FROM WALL
MOUNTED VERTICAL CABLE
LADDER TO HORIZONTAL TRAPEZE
MOUNTED CABLE LADDER TO
TERMINATOR PANEL
CUSTOMER INSTALLED CABLE
TO DROP DOWN FROM WALL
MOUNTED VERTICAL CABLE
LADDER TO HORIZONTAL TRAPEZE
MOUNTED CABLE LADDER TO
TERMINATOR PANEL
TRANSITION FROM 5486 AFF
TO 3300 AFF
T-211 1
T-211 2
T-211
T-211 4
INSTALL GROUND BAR (TGB) BELOW THE CONNECTION BOX.
MOUNT TGB 457mm ABOVE FINISHED GRADE. CONNECT TO
BLDG GROUND VIA CABLE SIZED IAW ANSI EIA/TIA 607.
INSTALL GROUND BAR (TGB) 152mm BELOW THE SCREEN ROOM
PENETRATION PLATE. CONNECT TO BUILDING GROUND BAR
IN MDPA6 VIA GROUND CABLE SIZED IAW ANSI EIA/TIA 607.
INSTALL A 16mm2 COPPER CONDUCTOR FROM THE TGB TO A LOCATION 152mm BELOW EACH OF THE FOUR (4) ROOM
PENETRATION PLATE[S]. TERMINATE CABLE IN A ONE-HOLE LUG
BOLTED TO THE TOP OF AN INSULATOR.
INSTALL GROUND BAR
(TGB) 457mm AFF FOR
CONNECTION TO CABLE
LADDER SYSTEM.
INSTALL GROUND BAR (TGB) BELOW THE FSAMG PATCH PANEL.
MOUNT TGB 457mm ABOVE FINISHED GRADE. CONNECT TO
BLDG GROUND VIA CABLE SIZED IAW ANSI EIA/TIA 607.
NOTE 1: INSTALL A GROUND BAR ON BOTH CABLE LADDER
SECTIONS IN THE SCREEN ROOM. CONNECT THE CABLE LADDER
GROUND BARS TO THE WALL-MOUNTED TGB IN THE SCREEN
ROOM.
NOTE 1
NOTE 1
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
S U
BM
IT
T E D
B Y:
S
IZ
E:
FI
LE
N
O
IS
SU
E D
A T E:
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C
KD
B Y:
US Army Corps of Engineers ®
X
A
P
LO
T
SC
AL
E:
P
LO
T D
A T E:
US
A rm y
Co rp s of
E ng in ee rs M id dl e Ea st D is tri ct
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
B
C
D
2 3 4 5 7/
/2
6:
:3
A M
7/
/2
6:
:3
AM
U N
SP
E C
IF
IE
D W
O R
L D W
ID
E
A
IR
D
EF
EN
SE
IM
PR
O V E
M
EN
TS
-0 7-
- C O
N
TR
AC
T
N U
M
BE
R
Middle East District
C H
D I
D
AV
E S
. C
LA
R
KE
A
-T N
2P
N
T-102
W
IN
C H
E
ST
E R
, V A
D I
TE
LE
C O
M M
U N
IC
A
T I O
N S
C A
BL
E
T R A
Y
PL
A N
SI
TE
A
P2 -4
EN
G
A G
EM
EN
T C
O
NT
RO
L
ST
A
TI
O
N
1 : 100
TELECOM CABLE TRAY PLAN - SITE 6
M
AR
K D
ES
C
R
IP
TI
O
N D
A
TE
A P
PR
A M
E N
D M
EN
T
#3
/2 5/
1:100
S S S
COMM.
OFFICE
105OFFICE
OFFICE
OFFICE
101D
ECS
PARKING
PARTS
101E
FUTURE RACKS
RED SYSTEM
CUSTOMER
INSTALLED RACKS
BLACK SYSTEM
FC ROOM
ICC SUN SHADE
ENLISTED TOILET
101B
OFFICER TOILET
101C
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
S U
BM
IT
T E D
B Y:
S
IZ
E:
FI
LE
N
O
IS
SU
E D
A T E:
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C
KD
B Y:
US Army Corps of Engineers ®
X
A
P
LO
T
SC
AL
E:
P
LO
T D
A T E:
US
A rm y
Co rp s of
E ng in ee rs M id dl e Ea st D is tri ct
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
M
AR
K D
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AT
E
AP
PR
B
C
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2 3 4 5 7/
/2
7:
:3
A M
7/
/2
7:
:3
AM
U N
SP
E C
IF
IE
D W
O R
L D W
ID
E
A
IR
D
EF
EN
SE
IM
PR
O V E
M
EN
TS
-0 7-
- C O
N
TR
AC
T
N U
M
BE
R
Middle East District
D I
D I
D
AV
E S
. C
LA
R
KE
A
-T N
3P
N
T-103
W
IN
C H
E
ST
E R
, V A
C H
TE
LE
C O
M S
E C U
R E
VO
IC
E P L
A N
SI
TE
A
P2 -4
EN
G
A G
EM
EN
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O
NT
RO
L
ST
A
TI
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1 : 100
TELECOM SECURE NETWORK PLAN - SITE 6
1) THE MAIN DISTRIBUTION PDS (PROTECTIVE DISTRIBUTION
SYSTEM) LARGE RACEWAY SHALL BE A NOMINAL 86mm X 152mm (3.4" x 6"), WALL-MOUNTED AND PLACED 2850mm ABOVE
FINSIHED FLOOR (AFF). MINIMUM CLEARANCE BETWEEN THE
PDS AND CEILING SHALL BE 50mm (2").
2) LARGE FEEDER PDS SHALL BE INSTALLED IN THE HALLWAY.
3) THE PDS CONNECTING THE LARGE DISTRIBUTION RACEWAY
PDS TO THE USER DROP BOX ENCLOSURE SHALL BE A NOMINAL
50mm X 50mm (2"x2").
4) PDS USER DROP BOXES (UDB) SHALL BE WALL-MOUNTED
1200mm (48") AFF. NOMINAL DIMENSIONS SHALL BE H-190mm X W-152mm X D-102mm (7.5" X 6" X 4").
5) PDS SHALL BE WALL-MOUNTED AND FULLY EXPOSED TO
ALLOW FOR VISUAL INSPECTION IN ACCORDANCE WITH SECURE
SYSTEM REQUIREMENTS AND SPECIFICATIONS.
6) ALL PDS COMPONENTS SHALL BE COMPATIBLE AND
PRODUCED BY THE SAME MANUFACTURER.
7) THE SECURE SYSTEM COMM ROOM 108 DETAILS ARE
LOCATED ON SHEET T-501.
SHEET NOTES:
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1:100
FIN. FLOOR
A
T.O. ECS ROOF
FIN. FLOOR
T.O. WALL
T.O. SLAB
T.O. WALL
A B C D E
T.O.S. ICC ROOF
T.O. ECS ROOF
B.O. SIDING
610mm WIDE x 100mm
DEEP CABLE LADDER
T.O.STAIRS
PATCH
PANEL
610 610
RUNG DROPOUT
FITTINGS AT
THESE LOCATIONS
FOR UPPER CABLE
LADDER
TGB
FIN. FLOOR
FIN. FLOOR
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
S U
BM
IT
T E D
B Y:
S
IZ
E:
FI
LE
N
O
IS
SU
E D
A T E:
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C
KD
B Y:
US Army Corps of Engineers ®
X
A
P
LO
T
SC
AL
E:
P
LO
T D
A T E:
US
A rm y
Co rp s of
E ng in ee rs M id dl e Ea st D is tri ct
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
M
AR
K D
ES
C
R
IP
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N D
AT
E
AP
PR
B
C
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2 3 4 5 7/
/2
6:
:3
A M
7/
/2
6:
:3
AM
U N
SP
E C
IF
IE
D W
O R
L D W
ID
E
A
IR
D
EF
EN
SE
IM
PR
O V E
M
EN
TS
-0 7-
- C O
N
TR
AC
T
N U
M
BE
R
Middle East District
C H
D I
D
AV
E S
. C
LA
R
KE
A-
TN
1E L0
T-201
W
IN
C H
E
ST
E R
, V A
C H
TE
LE
C O
M E
L E
VA
TI
O
N D
ET
AI
LS
SI
TE
A
P2 -4
EN
G
A G
EM
EN
T C
O
NT
RO
L
ST
A
TI
O
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1 : 50
CABLE LADDER TRANSITION
1 : 50
CABLE LADDER TO PATCH PANEL - SITE 06
1 : 50
SCREEN ROOM CABLE LADDER AND CABINET VIEW 1
1 : 50
SCREEN ROOM CABLE LADDER AND CABINET VIEW
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#3
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1:50
5m1m 4m3m2m0m
3 - 115mm
O.D. CONDUIT
TO MH11
TMGB
RACK #1
RACK #2
100 PR
PET
COAX SWING-
DOWN RACK
305mm (WIDTH)
CABLE LADDER
CABINET #1 CABINET #2
SECURE VOICE SYSTEM PDS
86mm X 152mm, 2850mm AFF (SEE SHEET(s) T-103, T-113)
SECURE VOICE SYSTEM
SWING-OUT RACK
6 - 115mm
O.D. CONDUIT
TO MH-10
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
S U
BM
IT
T E D
B Y:
S
IZ
E:
FI
LE
N
O
IS
SU
E D
A T E:
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C
KD
B Y:
US Army Corps of Engineers ®
X
A
P
LO
T
SC
AL
E:
P
LO
T D
A T E:
US
A rm y
Co rp s of
E ng in ee rs M id dl e Ea st D is tri ct
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
B
C
D
2 3 4 5 7/
/2
6:
:2
A M
7/
/2
6:
:2
AM
U N
SP
E C
IF
IE
D W
O R
L D W
ID
E
A
IR
D
EF
EN
SE
IM
PR
O V E
M
EN
TS
-0 7-
- C O
N
TR
AC
T
N U
M
BE
R
Middle East District
C H
D I
D
AV
E S
. C
LA
R
KE
A-
TN
1D T0
T-501
W
IN
C H
E
ST
E R
, V A
D I
TE
L E
C O
M R
M
E
N
LA
RG
ED
F L O
O R
PL
A
N
S I
TE
A
P2 -4
EN
G
A G
EM
EN
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O
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RO
L
ST
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TI
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1 : 20
2 ENLARGED COMM RM 108 - SITE 6
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#3
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1:20
2m0.4m 1.6m1.2m0.8m0m
NOTE 1
NOTE 1
NOTE 3
NOTE 1
NOTE 2
48 STRAND, OSP SINGLE MODE FIBER TO HQs COMM
ROOM FOR VOICE/DATA CONNECTION
NOTE 1: 2 RMU HORIZONTAL CABLE MANAGEMENT BAR
NOTE 2: 4 RMU FIBER OPTIC COMBINATION UNIT WITH
FOUR (4) SINGLE MOCE SC CONNECTOR PANELS
AND EIGHT (8) BLANK PANELS. PROVIDE FORTY-
EIGHT (48) SINGLE MODE PATCH CORDS SC-SC.
NOTE 3: 48 PORT, CATEGORY 6, UTP PATCH PANEL.
PROVIDE FORTY EIGHT CATEGORY 6 GREEN
PATCH CORDS, RJ45-RJ45.
NOTE 4: 4 RMU FIBER OPTIC COMBINATION UNIT WITH
TWO (2) SINGLE MOCE SC CONNECTOR PANELS
AND TEN (10) BLANK PANELS. PROVIDE TWENTY-
FOUR (24) SINGLE MODE PATCH CORDS SC-SC.
NOTE 5: CABINETS AND RACKS SHALL BE PROVISIONED
AS DEPICTED IN DRAWINGS (NOTES 1-4). ALL
OTHER ELECTRONIC EQUIPMENT SHALL BE
CUSTOMER PROVIDED.
NOTE 6: PROVIDE TWO (2) DEDICATED ELECTRICAL POWER
CIRCUITS PER EACH RACK AND CABINET, EACH
CIRCUIT WITH A DEDICATED CIRCUIT BREAKER.
CABINET 1 CABINET 2
(SPARE)
RACK 1
(SPARE)
RACK 2
SECURE VOICE
SYSTEM
NOTE 1
NOTE 1
NOTE 1
NOTE 4
24 STRAND, OSP SINGLE MODE FIBER TO HQs COMM
ROOM FOR SECURE VOICE NETWORK CONNECTION
NOTE 3
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
S U
BM
IT
T E D
B Y:
S
IZ
E:
FI
LE
N
O
IS
SU
E D
A T E:
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C
KD
B Y:
US Army Corps of Engineers ®
X
A
P
LO
T
SC
AL
E:
P
LO
T D
A T E:
SHEET OF
US
A rm y
Co rp s of
E ng in ee rs M id dl e Ea st D is tri ct
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
M
AR
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C
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N D
AT
E
AP
PR
B
C
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2 3 4 5 7/
/2
6:
:4
A M
7/
/2
6:
:4
AM
U N
SP
E C
IF
IE
D W
O R
L D W
ID
E
A
IR
D
EF
EN
SE
IM
PR
O V E
M
EN
TS
-0 7-
- C O
N
TR
AC
T
N U
M
BE
R
Middle East District
D I
D I
D
AV
E S
. C
LA
R
KE
A-
TN
2D T0
T-502
W
IN
C H
E
ST
E R
, V A
C H
TE
LE
C O
M R
M
C
A B
IN
ET
R
A C
K D
ET
AI
LS
S I
TE
A
P2 -4
EN
G
A G
EM
EN
T C
O
NT
RO
L
ST
A
TI
O
N
COMM RM 108 CABINET & RACK DETAILS - SITE 6
SHEET NOTES:
M
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#3
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NOT TO SCALE
SS
SS
S
S
S
S
S S
S S
S
SS
S
S
S S
STV
ELEC.
COMM.
106E
ENLISTED
BARRACKS
168ENLISTED
BARRACKS
TOILET
106G
OFFICE
OPS
FIRST AID
RM.
MECH.
KITCHEN
ELEC.
OFFICER
BREAK RM
CONTROL
CENTER
TOILET
114A
OFFICE
OFFICE
OFFICE SUITE
VESTIBULE
101ENTRY
CORR.
CORR.
CORR.
COMM.
106E
ELEC.
STORAGE
170 SECURITY
106D
ARMS
LECTURE HALL
KITCHEN
KITCHEN
OFFICE
OFFICE
OFFICE
106I
MECH.
106F
JAN.
106H
AMMO
106C
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
S U
BM
IT
T E D
B Y:
S
IZ
E:
FI
LE
N
O
IS
SU
E D
A T E:
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C
KD
B Y:
US Army Corps of Engineers ®
X
A
P
LO
T
SC
AL
E:
P
LO
T D
A T E:
US
A rm y
Co rp s of
E ng in ee rs M id dl e Ea st D is tri ct
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
B
C
D
2 3 4 5 7/
/2
8:
:4
A M
7/
/2
8:
:4
AM
U N
SP
E C
IF
IE
D W
O R
L D W
ID
E
A
IR
D
EF
EN
SE
IM
PR
O V E
M
EN
TS
-0 7-
- C O
N
TR
AC
T
N U
M
BE
R
Middle East District
D I
D I
D
AV
E S
. C
LA
R
KE
B
-T N
2P
N
T-102
W
IN
C H
E
ST
E R
, V A
C H
SE
C
U R
E V O
IC
E
FL
O
O R
P
LA
N
SI
TE
B
P2 -4
H
EA
DQ
UA
R
TE
RS
B
U I
LD
IN
G
1 : 100
SECURE VOICE FLOOR PLAN - SITE 6
SHEET NOTES
1) THE MAIN DISTRIBUTION PDS (PROTECTIVE DISTRIBUTION
SYSTEM) LARGE RACEWAY SHALL BE A NOMINAL 86mm X 152mm (3.4" x 6"), WALL-MOUNTED AND PLACED 2850mm ABOVE
FINSIHED FLOOR (AFF). MINIMUM CLEARANCE BETWEEN THE PDS
AND CEILING SHALL BE 50mm (2").
2) LARGE PDS SHALL BE INSTALLED IN OPS ROOM 172 AND
CONTROL CENTER ROOM 121.
3) SMALL PDS RACEWAY SHALL CONNECT THE LARGE
DISTRIBUTION RACEWAY PDS IN THE CORRIDOR TO THE USER
DROP BOX ENCLOSURE IN THE OFFICES AND SHALL BE A
NOMINAL 50mm X 50mm (2"x2").
4) PDS USER DROP BOXES (UDB) SHALL BE WALL-MOUNTED
1200mm (48") AFF. NOMINAL DIMENSIONS SHALL BE H-190mm X W-152mm X D-102mm (7.5" X 6" X 4").
5) PDS SHALL BE WALL-MOUNTED AND FULLY EXPOSED TO
ALLOW FOR VISUAL INSPECTION IN ACCORDANCE WITH SECURE
SYSTEM REQUIREMENTS AND SPECIFICATIONS.
6) ALL PDS COMPONENTS SHALL BE COMPATIBLE AND
PRODUCED BY THE SAME MANUFACTURER.
7) THE SECURE VOICE SYSTEM CABLE LADDER LOCATED
WITHIN COMM RM. 119 SHALL BE 152mm X 102mm (6" X 4").
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#3
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1:100
W
SECURE VOICE
EQUIPMENT
RACK
VOICE/DATA
EQUIPMENT
RACK
CUSTOMER
USE
EQUIPMENT
RACK #2
CUSTOMER
USE
EQUIPMENT
RACK #1
OSP / FIBER
EQUIPMENT
RACK
48ST SM
FEED
2 - 100 PR PETs
DISTRIBUTION
(STACKED)
P E T
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
S U
BM
IT
T E D
B Y:
S
IZ
E:
FI
LE
N
O
IS
SU
E D
A T E:
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C
KD
B Y:
US Army Corps of Engineers ®
X
A
P
LO
T
SC
AL
E:
P
LO
T D
A T E:
US
A rm y
Co rp s of
E ng in ee rs M id dl e Ea st D is tri ct
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
B
C
D
2 3 4 5 7/
/2
8:
:4
A M
7/
/2
8:
:4
AM
U N
SP
E C
IF
IE
D W
O R
L D W
ID
E
A
IR
D
EF
EN
SE
IM
PR
O V E
M
EN
TS
-0 7-
- C O
N
TR
AC
T
N U
M
BE
R
Middle East District
D I
D I
D
AV
E S
. C
LA
R
KE
B-
TN
1L S
T-401
W
IN
C H
E
ST
E R
, V A
C H
EN
LA
R G
ED
T
EL
EC
O M
R M
SI
TE
B
P2 -4
H
EA
DQ
UA
R
TE
RS
B
U I
LD
IN
G
NOTE 1: STANDARD CABLE LADDER SHALL BE 300mm WIDTH X 100 HEIGHT PLACED AT 3050mm AFF (ABOVE
FINISHED FLOOR).
NOTE 2: SECURE VOICE CABLE LADDER SHALL BE 175mm WIDTH X 150mm HEIGHT PLACED AT 2850 AFF.
NOTE 3: A TOTAL OF TEN (10) - 100mm CONDUIT STUB-
UPS EXTEND TO MH-1. MH-1 SHALL HAVE 3 X 3 AND 2 X 2
DUCT WINDOWS CONNECTING TO THE HQ BLDG (SEE XT-
513).
NOTES
1 : 20T-101
1 CABLE LADDER PLAN - COMM RM 119 - SITE 6
1 : 20
COMMUNICATIONS ROOM LAYOUT AND RACK PLAN - COMM RM 119 - SITE 6
10 - 100mm CONDUIT
STUB-UPS
SECURE VOICE
CABLE TRAY
CABLE TRAY
TMGB
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1:20
VOICE/DATA
EQUIPMENT
RACK
NOTE 1
NOTE 1
NOTE 3
NOTE 1
NOTE 2
NOTE 1: 2 RMU HORIZONTAL CABLE MANAGEMENT BAR
NOTE 2: 4 RMU FIBER OPTIC COMBINATION UNIT WITH
TWO (2) SINGLE MOCE SC CONNECTOR PANELS
AND TEN (10) BLANK PANELS. PROVIDE TWENTY-
FOUR (24) SINGLE MODE PATCH CORDS SC-SC.
NOTE 3: 24 PORT, CATEGORY 6, UTP PATCH PANEL.
PROVIDE TWENTY-FOUR (24) CATEGORY 6
GREEN PATCH CORDS, RJ45-RJ45.
NOTE 4: EQUIPMENT RACK SHALL BE SWING-OUT TYPE, 42 RMU.
COMM RACK NOTES
24 STRAND, SM FOC
TO COMM RM 106E.
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
S U
BM
IT
T E D
B Y:
S
IZ
E:
FI
LE
N
O
IS
SU
E D
A T E:
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C
KD
B Y:
US Army Corps of Engineers ®
X
A
P
LO
T
SC
AL
E:
P
LO
T D
A T E:
US
A rm y
Co rp s of
E ng in ee rs M id dl e Ea st D is tri ct
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
B
C
D
2 3 4 5 7/
/2
8:
:2
A M
7/
/2
8:
:2
AM
U N
SP
E C
IF
IE
D W
O R
L D W
ID
E
A
IR
D
EF
EN
SE
IM
PR
O V E
M
EN
TS
-0 7-
- C O
N
TR
AC
T
N U
M
BE
R
Middle East District
C H
D I
D
AV
E S
. C
LA
R
KE
B-
TN
2L S
T-402
W
IN
C H
E
ST
E R
, V A
C H
EN
LA
R G
ED
T
EL
EC
O M
R M
E
- S
IT
E
B
P2 -4
H
EA
DQ
UA
R
TE
RS
B
U I
LD
IN
G
1 : 20
CABLE LADDER PLAN - COMM RM 106E
1 : 20
COMMUNICATIONS RACK PLAN - COMM RM 106E
CABLE LADDER
TGB
NOT TO SCALE
COMM RM 106E RACK DETAIL - SITE 6
M
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#3
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1:20
NOTE 1: 2 RMU HORIZONTAL CABLE MANAGEMENT BAR
NOTE 2: 4 RMU FIBER OPTIC COMBINATION UNIT WITH
TEN (10) SINGLE MOCE SC CONNECTOR PANELS
AND TWO (2) BLANK PANELS. PROVIDE ONE-
HUNDRED TWENTY (120) SINGLE MODE PATCH
CORDS SC-SC.
NOTE 3: 48 PORT, CATEGORY 6, UTP PATCH PANEL.
PROVIDE FORTY-EIGHT (48) CATEGORY 6 GREEN
PATCH CORDS, RJ45-RJ45.
NOTE 4: 4 RMU FIBER OPTIC COMBINATION UNIT WITH
TWO (2) SINGLE MOCE SC CONNECTOR PANELS
AND TEN (10) BLANK PANELS. PROVIDE TWENTY-
FOUR (24) SINGLE MODE PATCH CORDS SC-SC.
NOTE 5: 24 PORT, CATEGORY 6, UTP PATCH PANEL.
PROVIDE TWENTY-FOUR (24) CATEGORY 6 GREEN
PATCH CORDS, RJ45-RJ45.
NOTE 6: CABINETS AND RACKS SHALL BE PROVISIONED
AS DEPICTED IN DRAWINGS (NOTES 1-4). ALL
OTHER ELECTRONIC EQUIPMENT SHALL BE
CUSTOMER PROVIDED.
NOTE 7: PROVIDE TWO (2) DEDICATED ELECTRICAL POWER
CIRCUITS PER EACH RACK AND CABINET, EACH
CIRCUIT WITH A DEDICATED CIRCUIT BREAKER.
VOICE / DATA
EQUIPMENT RACK
SECURE VOICE
EQUIPMENT RACK
NOTE 1
NOTE 1
NOTE 1
NOTE 4
NOTE 5
CUSTOMER USE
EQUIPMNET RACK 1
NOTE 1
NOTE 1
NOTE 3
NOTE 1
NOTE 2
NOTE 3
NOTE 1
24 STRAND, SM FOC
TO COMM RM 106E.
OSP /FIBER
EQUIPMENT RACK CUSTOMER USE
EQUIPMNET RACK 2
48 STRAND, OSP SINGLE MODE FIBER
TO ECS BLDG COMM RM - FCOMM 24 STRAND, SINGLE MODE OSP FIBER OPTIC
CABLE TO ECS BLDG SECURE VOICE
EQUIPMENT RACK - FSV
SHEET ID
D R
AW
N
B Y:
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N
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US Army Corps of Engineers ®
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US
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
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SHEET NOTES
NOT TO SCALE
NOT TO SCALE
COMM RM 119 RACK DETAILS - SITE 6
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#3
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RB1C1
R B1
R B1
RB1
C2
C1 C1
A
B
RB2
PARAPET (TYP)
ROOFTOP WATER TANK (TYP)
SEE MECH FOR SIZE AND LOCATION
(26.87 kN MAX WEIGHT OF FULL…
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