Am_0006_Dwgs.pdf

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STATION

SD01

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EXISTING GRADE

47 LF 15" RCP @ 2.36%

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6" SANI, SS02

=986.09

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CONNECT BUILDING SUBDRAIN LINE

FROM PLUMBING SHEET P-103 AND

CONNECT LINE FROM CONCRETE

TRAPEZOIDAL CHANNEL.

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FINISHED GRADE

EXISTING GRADE

30 LF 15" RCP

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STATION

IFL-W

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4" DRAIN IN IFL TRENCH

RADOME

EXISTING GRADE

IFL TRENCH BOTTOM

REFER TO STRUCTURAL

DRAWINGS.

FIN. GRADE TOP OD IFL

TRENCH REFER TO

STRUC. DRAWINGS.

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STATION

IFL - E

-0+50 0+00 0+50 1+00 1+50

4" DRAIN IN IFL TRENCH

BUILDING FACE

RADOME

EXISTING GRADE

IFL TRENCH BOTTOM

REFER TO STRUCTURAL

DRAWINGS.

FIN. GRADE TOP OD IFL

TRENCH REFER TO

STRUC. DRAWINGS.

VERTICAL SCALE

HORIZONTAL SCALE

STORM DRAIN PROFILE SD01

B1

1"=4'

1"=40'

GENERAL SHEET NOTES

1. REFER TO SHEETS CG100 TO CG102 FOR GRADING AND

DRAINAGE PLANS

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CG201

READY TO ADVERTISE

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US Army Corps of Engineers ®

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SCALES:

VERTICAL SCALE

HORIZONTAL SCALE

STORM DRAIN PROFILE SD02

B2

1"=4'

1"=40'

VERTICAL SCALE

HORIZONTAL SCALE

STORM DRAIN PROFILE SD03

B3

1"=4'

1"=40'

80' 160'0

SCALE: 1"=40'

40'

VERTICAL SCALE

HORIZONTAL SCALE

IFL TRENCH -1

A1

1"=4'

1"=40'

VERTICAL SCALE

HORIZONTAL SCALE

IFL TRENCH -2

A2

1"=4'

1"=40'

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STATION

SD04

-0+50 0+00 0+50 1+00 1+50 2+00 2+50

54 LF 12"

RCP @ 1.00%

44 LF 12" RCP @ 1.00%

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FINISHED GRADE

EXISTING GRADE

6" WATER, WL03

=992.43

10" WATER, WL01

=990.07

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23 LF 6" PVC

@ 2.00%

FINISHED GRADE

EXISTING GRADE

6" SANI, SS02

=987.85

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VERTICAL SCALE

HORIZONTAL SCALE

STORM DRAIN PROFILE SD04

C1

1"=4'

1"=40'

GENERAL SHEET NOTES

1. REFER TO SHEETS CG100 TO CG102 FOR GRADING AND

DRAINAGE PLANS

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CG202

100% DESIGN

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SCALES:

80' 160'0

SCALE: 1"=40'

40'

VERTICAL SCALE

HORIZONTAL SCALE

STORM DRAIN PROFILE SD05

C3

1"=4'

1"=40'

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BUTLER

BOULEVARD

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BUILDING

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BUILDING

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AREA 2

SCALE

SITE PLAN - OVERALL

A1

1" = 60'

BUILDING

ACCESSIBLE PARKING STALL

STRIPING

CONCRETE SIDEWALK

FENCE

X

CONCRETE PAVEMENT

33' UNOBSTRUCTED SPACE

PATIO, RE: ARCHITECTURAL AND

STRUCTURAL PLANS

GENERAL SHEET NOTES

1. ALL RADII ARE 3' UNLESS OTHERWISE NOTED

2. ALL ACCESSIBLE PARKING SPACES ARE CAR AND VAN

ACCESSIBLE

3. ALL CURBS ARE 6" UNLESS OTHERWISE NOTED

4. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION

REQUIREMENTS FOR ALL ANTENNAS.

5. UNDERGROUND FUEL TANKS - THE TANK LAYOUT IS BASED

ON THE SIZES IDENTIFIED IN THE TANK SCHEDULE SHOWN

ON SHEET P-602. THE CONCRETE ANCHOR BLOCKS ARE

LOCATED TO BE NO CLOSER THAN 18" TO THE REQUIRED

OVER-EXCAVATION FOR THE TANKS. IF THE TANKS

SELECTED DOES NOT MATCH THE TANKS IDENTIFIED IN THE

TANK SCHEDULE, THE CONTRACTOR IS RESPONSIBLE FOR

THE REQUIRED MODIFICATION FOR THE FENCE AND/OR THE

CONCRETE ANCHOR BLOCKS AND ANY OTHER ASSOCIATED

ITEMS, INCLUDING BUT NOT LIMITED TO CAMERAS AND

OTHER SECURITY ITEMS.

6. UNDERGROUND WATER TANKS - THE TANK LAYOUT IS

BASED ON THE SIZES IDENTIFIED IN THE TANK SCHEDULE

SHOWN ON SHEET P-602. THE CONCRETE ANCHOR BLOCKS

ARE LOCATED TO BE NO CLOSER THAN 18" TO THE

REQUIRED OVER-EXCAVATION FOR THE TANKS. IF THE

TANKS SELECTED DOES NOT MATCH THE TANKS IDENTIFIED

IN THE TANK SCHEDULE, THE CONTRACTOR IS RESPONSIBLE

FOR THE REQUIRED MODIFICATION FOR THE FENCE AND/OR

THE CONCRETE ANCHOR BLOCKS AND ANY OTHER

ASSOCIATED ITEMS, INCLUDING BUT NOT LIMITED TO

CAMERAS AND OTHER SECURITY ITEMS.

LEGEND

M30 RATED FENCE

12" VERTICAL CURB

6" CURB & GUTTER

US Army Corps of Engineers ®

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SCALES:

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CS100

READY TO ADVERTISE

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TRUE NORTH

60' 120'0

SCALE: 1"=60'

30'

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EARLY BENEFICIAL OCCUPANCY

ANTENNAE AREA - SEE

SECTION 01 32 52.02 24.

COORDINATE WITH ALL OTHER

DISCIPLINES, INCLUDING UTILITY

COMPANIES TO ENSURE ALL WORK

IS COMPLETED.

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N:492404.73

E:2764838.64

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E:2764989.17 N:492590.87

E:2765099.75

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E:2765129.71

N:492537.77

E:2765188.01

END M30 RATED FENCE

N:492485.81

E:2765348.43

BEGIN M30 RATED FENCE

N:492508.55

E:2765000.40

N:492518.75

E:2765113.12

N:492485.43

E:2765091.41

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END 6" CURB

N:492364.27

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END 6" CURB

N:492338.13

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END OF CURB

N:492508.25

E:2765060.46

END OF CURB

N:492502.31

E:2765083.87

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E:2765286.18

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SCALE

PARTIAL SITE PLAN - AREA 1

A1

1" = 30'

KEYNOTES

BUILDING

ACCESSIBLE PARKING STALL

STRIPING

CONCRETE SIDEWALK

FENCEX

CONCRETE PAVEMENT, RE: CS501

& CT101-102

33' SETBACK

VESTIBULE, RE: A1/A-121 & A1/S-101

GENERAL SHEET NOTES

1. ALL RADII ARE 3' UNLESS OTHERWISE NOTED

2. ALL ACCESSIBLE PARKING SPACES ARE CAR AND VAN

ACCESSIBLE

3. ALL CURBS ARE 6" UNLESS OTHERWISE NOTED

4. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION

REQUIREMENTS FOR ALL ANTENNAS.

5. FOR UNDERGROUND TANK NOTES REFER TO NOTES 5 & 6 ON

CS100.

LEGEND

1. SATCOM BUILDING

2. HF ANTENNA

3. UNDERGROUND FUEL TANKS, RE: PLUMBING PLANS

4. FUEL TRUCK STATION CONNECTION, RE: PLUMBING PLANS

5. 33' UNOBSTRUCTED SPACE

6. PEDESTRIAN GATE/TURNSTILE GATE, RE: C1/CS504

7. DOUBLE SWING GATE, RE: A3/CS507

8. PARKING STALL STRIPING, RE: C2/CS502

9. PEDESTRIAN CROSSWALK, RE: A2/CS502

10. ACCESSIBLE RAMP, RE: C4/CS502

11. ABA LOGO, RE: C1/CS502

12. 12" VERTICAL CURB, RE: B4/CS501

13. BARRIER ARM GATE, RE: CS512 & CS513

14. BOLLARDS, RE: B4/CS504

15. DUMPSTER ENCLOSURE, RE: A-551

16. UNDERGROUND WATER TANK, RE: PLUMBING PLANS

17. M30 RATED, REINFORCED DOUBLE SWING GATE, RE:

C2/CS507

18. CURB TRANSITION FROM 12" TO 6"

19. ELECTRICAL EQUIPMENT, RE: ELECTRIC PLANS

20. COMMUNICATION EQUIPMENT, RE: COMMUNICATION PLANS

21. MOW STRIP, RE: D4/CS509

22. DEADMAN, RE: A1/CS505 & A1/CS506

23. 6" CURB, RE: C1/CS501

24. 12" VERTICAL CURB, RE: B4/CS501

31. DRAINAGE CHANNEL, RE: CG100-102

32. CURB TRANSITION FROM 6" TO 0"

33. EQUIPMENT SCREEN, RE: A2/A-551

34. PAVERS, RE: LANDSCAPE PLANS

M30 RATED FENCE

12" VERTICAL CURB

6" CURB & GUTTER

US Army Corps of Engineers ®

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CS101

READY TO ADVERTISE

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TRUE NORTH

30' 60'0

SCALE: 1"=30'

15'

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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

BUTLER

BOULEVARD

C

O

M

S A

T

D

R

I V

E

W

A

R

H

A

W

K

W

A

Y

R

R

R

R

R137'

R 113'

24'

24'

140.8'

56.8'

R

R

R

R

N:492292.85

E:2764799.46

N:492248.56

E:2764729.11

N:492204.88

E:2764938.20

54.9'

N:492209.72

E:2764777.53

N:492208.16

E:2764783.33

N:492151.13

E:2764761.71

N:492149.14

E:2764767.39

R

N:492149.23

E:2765195.94

N:492173.23

E:2765195.74

N:492267.02

E:2765220.83

N:492290.28

E:2765226.74

N:492218.79

E:2765227.06

N:492218.77

E:2765081.06

N:492248.69

E:2764827.27

N:492307.45

E:2764928.91

AREA 2

AREA 1

A R

R

AREA 2

AREA 1

A R

AREA 2 AREA 2

A R

N:492118.36

E:2765090.60

N:492118.64

E:2765125.10

N:492118.93

E:2765159.59

N:492090.10

E:2765119.33

N:492090.38

E:2765153.83

N:492090.67

E:2765188.33

R

R

53.4'

R

62.5'

SCALE

PARTIAL SITE PLAN - AREA 2

A1

1" = 30'

KEYNOTES

CONCRETE SIDEWALK

FENCEX

33' SETBACK

GENERAL SHEET NOTES

1. ALL RADII ARE 3' UNLESS OTHERWISE NOTED

2. ALL ACCESSIBLE PARKING SPACES ARE CAR AND VAN

ACCESSIBLE

3. ALL CURBS ARE 6" UNLESS OTHERWISE NOTED

LEGEND

M30 RATED FENCE

12" VERTICAL CURB

6" CURB & GUTTER

CONCRETE PAVEMENT, RE: CS501

& CT101-102

5. 33' UNOBSTRUCTED SPACE

9. PEDESTRIAN CROSSWALK, RE: A2/CS502

13. BARRIER ARM GATE, RE: CS512 & CS513

21. MOW STRIP, RE: D4/CS509

23. 6" CURB, RE: C1/CS501

25. RT PAD, RE: A4/CS501

26. MET RADOMES, RE: STRUCTURAL PLANS FOR FOUNDATION

27. FAB-T TOWERS, RE: STRUCTURAL PLANS FOR FOUNDATION

28. STAIRS, RE: CS403

29. SEGMENTAL BLOCK WALL TO MATCH EXISTING.

30. IFL TRENCH WITH SOLID COVER LID THE FULL LENGTH OF

TRENCH, H20 RATED WITHIN ROADWAY, RE: STRUCTUAL FOR

RENCH DETAILS.

31. DRAINAGE CHANNEL, RE: CG100-102

35. CONDENSER PAD

36. CONCRETE RETAINING WALL RE: STRUCTURAL PLANS.

CONCRETE PAVEMENT, RE: A1/CS501,

CS401 & CS515

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

F I

M

B E

R

1 2 3 4 5

D

C

B

A

O F

F U

R

S

E

N

E B

R A

S K

A

S A

T C

I L S

T A

R

F

A C

I L I T

Y

P R

O J E

S

G B

P

O M

A H

A

D

I S

T R

I C

T

C

A P

I T

A L

A

V E

S

T E

O M

A H

A

N

E

N

O R

O

A D

W A

Y

S T

L O

U I S

M

I S

S O

U R

I

D E

S C

R I P

T I O

N D

A T

E

W F

F

W F

D

M A

R K

P A

R T

I A

L

S

I T

E

P

L A

N

A

R E

A

CS102

READY TO ADVERTISE

J

G

O O

D W

I N

J

G

O O

D W

I N

J

E

M E

R S

O N

K

D

I C

K E

N S

O

C T

O B

TRUE NORTH

30' 60'0

SCALE: 1"=30'

15'

SCALES:

N

A M

E N

D M

E N

T

J A

N

A M

E N

D M

E N

T

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

ST

AutoCAD SHX Text E

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text E

AutoCAD SHX Text

ST

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text

ST

AutoCAD SHX Text

TB

AutoCAD SHX Text

EVL

AutoCAD SHX Text

TVL

AutoCAD SHX Text

TVL

AutoCAD SHX Text

TB

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text T

EXISTING SURFACE

FINISHED SURFACE

C O

R N

S

T

C O

R N

S

T

C O

R N

S

T

C O

R N

S

T

C O

R N

S

T

E L

E V

A T

I O

N

E

T

E L

E V

A T

I O

N

E

T

STATION

FENCE LINE 2

-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00

C O

R N

S

T

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

X

X

X

X

X

X X

X

X X

X X

X

X X

X X

X

0+00

1+00

3+00

4+00

X

WAY

STA 0+00.00

CORNER POST

N:492193.15

E:2764797.08

STA 1+61.29

CORNER POST

N:492348.60

E:2764840.09

STA 2+76.12

CORNER POST

N:492319.43

E:2764951.15

STA 2+90.26

CORNER POST

N:492333.12

E:2764954.71

STA 3+17.27

CORNER POST

N:492359.25

E:2764961.52

STA 4+71.54

CORNER POST

N:492508.54

E:2765000.41

MATCH LINE SHEET CS204

STA 5+00.00

VERTICAL SCALE

HORIZONTAL SCALE

FENCE LINE PROFILE

A1

1"=3'

1"=30'

GENERAL SHEET NOTES

1. REFER TO SHEETS CS100-CS102 FOR SITE PLANS.

2. REFER TO SHEETS CS507-CS512 FOR FENCE DETAILS.

3. A FENCE POST IS REQUIRED AT EVERY CHANGE IN ANY

DIRECTION AND NO MORE THAN 10' APART.

F E

N C

E

L

I N

E

P

L A

N

A

D

O

F I L

E

CS203

READY TO ADVERTISE

J

G

O O

D W

I N

J

G

O O

D W

I N

J

E

M E

R S

O N

K

D

I C

K E

N S

O

C T

O B

TRUE NORTH

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

F I

M

B E

R

1 2 3 4 5

D

C

B

A

O F

F U

R

S

E

N

E B

R A

S K

A

S A

T C

I L S

T A

R

F

A C

I L I T

Y

P R

O J E

S

G B

P

O M

A H

A

D

I S

T R

I C

T

C

A P

I T

A L

A

V E

S

T E

O M

A H

A

N

E

N

O R

O

A D

W A

Y

S T

L O

U I S

M

I S

S O

U R

I

D E

S C

R I P

T I O

N D

A T

E

W F

F

W F

D

M A

R K

SCALES:

SCALE

FENCE LINE PLAN

C1

1" = 30'

30' 60'0

SCALE: 1"=30'

15'

J A

N

A M

E N

D M

E N

T

KEYNOTES

1. DEADMAN, RE: A1/CS505 & A1/CS506

AutoCAD SHX Text

ST

AutoCAD SHX Text E

AutoCAD SHX Text

ST

AutoCAD SHX Text E

AutoCAD SHX Text

ST

AutoCAD SHX Text

EVL

AutoCAD SHX Text

TVL

AutoCAD SHX Text

TVL

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

E V

A T

I O

N

E

T

E L

E V

A T

I O

N

E

T

STATION

FENCE LINE 2

5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00

EXISTING SURFACE

FINISHED SURFACE

C O

R N

S

T

C O

R N

S

T

C O

R N

S

T

C O

R N

S

T

C O

R N

S

T

C O

R N

S

T

C O

R N

S

T

C O

R N

S

T

C O

R N

S

T

C O

R N

S

T

C O

R N

S

T

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

X

X

X

X

5+00

8+00

8+55

C O

M S

A T

D R

I V

E

M A

T C

H

L I N

E

S

H E

S T

A

STA 5+28.45

CORNER POST

N:492494.54

E:2765055.55

STA 5+55.45

CORNER POST

N:492487.90

E:2765081.72

STA 5+65.45

CORNER POST

N:492485.44

E:2765091.41

STA 5+72.52

CORNER POST

N:492497.28

E:2765099.13

STA 5+78.72

CORNER POST

N:492502.47

E:2765102.51

STA 5+80.02

CORNER POST

N:492503.56

E:2765103.22

STA 5+84.02

CORNER POST

N:492506.91

E:2765105.41

STA 6+05.03

CORNER POST

N:492518.75

E:2765113.11

STA 6+85.46

CORNER POST

N:492508.72

E:2765192.91

STA 7+57.76

CORNER POST

N:492512.64

E:2765265.10

STA 8+55

CORNER POST

N:492485.81

E:2765348.43

VERTICAL SCALE

HORIZONTAL SCALE

FENCE LINE PROFILE

A1

1"=3'

1"=30'

GENERAL SHEET NOTES

1. REFER TO SHEETS CS100-CS102 FOR SITE PLANS.

2. REFER TO SHEETS CS507-CS512 FOR FENCE DETAILS.

3. A FENCE POST IS REQUIRED AT EVERY CHANGE IN ANY

DIRECTION AND NO MORE THAN 10' APART.

F E

N C

E

L

I N

E

P

L A

N

A

O

F I L

E

CS204

READY TO ADVERTISE

J

G

O O

D W

I N

J

G

O O

D W

I N

J

E

M E

R S

O N

K

D

I C

K E

N S

O

C T

O B

TRUE NORTH

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

F I

M

B E

R

1 2 3 4 5

D

C

B

A

O F

F U

R

S

E

N

E B

R A

S K

A

S A

T C

I L S

T A

R

F

A C

I L I T

Y

P R

O J E

S

G B

P

O M

A H

A

D

I S

T R

I C

T

C

A P

I T

A L

A

V E

S

T E

O M

A H

A

N

E

N

O R

O

A D

W A

Y

S T

L O

U I S

M

I S

S O

U R

I

D E

S C

R I P

T I O

N D

A T

E

W F

F

W F

D

M A

R K

SCALES:

SCALE

FENCE LINE PLAN

C1

1" = 30'

30' 60'0

SCALE: 1"=30'

15'

J A

N

A M

E N

D M

E N

T

KEYNOTES

1. DEADMAN, RE: A1/CS505 & A1/CS506

AutoCAD SHX Text

EB

AutoCAD SHX Text

ST

AutoCAD SHX Text E

UPS-A

300kVA

W

UPS-B

300kVA

450 450

UP4A1

480V, 3Ø, 3W, 22KAIC

600A BUS

UP4B1

480V, 3Ø, 3W, 22KAIC

600A BUS

3W175

PDU-UP4A2

W

PDU-UP4A1

21A26-1

150A MCB

GFGI

150 200

W

PDU-UP4B1

150 150

W

PDU-UP4B2

A B

225 225 225

RT-200-1

(GFGI)

A B

RT-200-2

(GFGI)

A B

RT-200-4

(GFGI)

A B

RT-200-3

(GFGI)

225225225

RT-200-2

SIDE B

RT-200-1

SIDE B

RT-200-4

SIDE A

RT-200-3

SIDE A

PDU-UP4B2

PDU-UP4B2

PDU-UP4A2

PDU-UP4A2

STS-RT-PAD

150A

STS-MET-1

150A

STS-MET-2

150A

W

W

W

W

W

W

W

W

5W150

5W150

MET #1

(VIA IFL TRENCH

REF SITE PLAN)

HEMP FILTER FILTER MET-1

GFGI

150kVA, 22KAIC 480V - 208Y/120V

HMT

150kVA, 22KAIC 480V - 208Y/120V

HMT

112.5kVA, 22KAIC 480V - 208Y/120V

HMT

112.5kVA, 22KAIC 480V - 208Y/120V

HMT

W

W

5W150 5W150

W

W

HEMP FILTERRT-PAD-CR

150A, 5W

SWBD-LB

REF E-601

SWBD-LB

REF E-601

SWGR-A

MAINTENANCE

ISOLATION

REF E-601SWGR-A

REF E-601

SWGR-B

MAINTENANCE

ISOLATION

REF E-601

SWGR-B

REF E-601

A BA B

A B

STS-MET-2

SIDE A

PDU-UP4A1

STS-MET-1

SIDE B

PDU-UP4B1

W

W

STS-FAB-T-2

SIDE A

W

A B

W

FAB-T-1

HEMP FILTER FAB-T-1-CR

GFGI

A B A B

W

STS-FAB-T-1

SIDE B

W

PDU-UP4B1

PDU-UP4A1

STS-FAB-T-1

30A

STS-FAB-T-3

30A STS-FAB-T-2

30A

FAB-T-3

HEMP FILTER

FAB-T-2

HEMP FILTER

SPD

PLC PLC

FAB-T-3-CR

GFGI

FAB-T-2-CR

GFGI

W

UR2A1

I/O PANEL

MET-1

21A26-2

150A MCB

GFGI

MET #2

(VIA IFL TRENCH

REF SITE PLAN)

HEMP FILTER

FILTER MET-2

GFGI

SPD

I/O PANEL

MET-2

OUTSIDE HEMP BOUNDARY

INSIDE HEMP BOUNDARY

OUTSIDE HEMP

BOUNDARY

INSIDE HEMP

BOUNDARY

L

A B

175 175

UP4B1

ATS-PDU-UP4A2

200A

L

A B

UP4A1

ATS-PDU-UP4B2

200A

ATS-PDU-UP4A2ATS-PDU-UP4B2

S T

A T

IC

B

Y P

A S

S

MBC-A

(MAINT

BYPASS

CABINET)

BATTERY

CABINETS

S T

A T

IC

B

Y P

A S

S

MBC-B

(MAINT

BYPASS

CABINET)

BATTERY

CABINETS

SPARE

SPARE

SPARE

SPARE

ST ST

225225

SPARE

100 150

SPARE SPARE

100 150

SPARE SPARE

SPARE

225 225

SPARE SPARE

3W175 3W175

3W175

3W175

450 450

SPD

5W150

285W150

SPD

HEMP FILTER

5W150

5W150

RT-PAD-HUT

150A, 5W

RT-PAD-CR

32 32 US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I

'D

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

E-602

O N

E -L

IN

E

D

IA

G R

A M

C R

IT

IC

A L

L O

A D

S

O F

F U

T T

A

IR

F O

R C

E B

A S

E

N E

B R

A S

K A

S A

T C

O M

M

IL

S

T A

R F

A C

IL

IT

Y P

R O

J E

C T

N O

S

G B

P

O

M A

H A

D

IS

T R

IC

T

C A

P

IT

A L

A V

E

S T

E

O M

A H

A

N E

N O

R T

H B

R O

A D

W A

Y S

T

L O

U

IS

M

IS

S

O U

R I

L

M

ID

D L

E T

O N

L

M

ID

D L

E T

O N

K

D

IC

K E

N S

R

K U

R Z

A W

A

O C

T O

B E

R

W

F

F

W

F

D

READY TO ADVERTISE

GENERAL SHEET NOTES

SHEET KEYNOTES

25. TERMINATE FEEDER WITH ADDITIONAL 5 FEET LENGTH DOWNSTREAM END

OF CONDUIT (WHERE SHOWN) OR CENTER OF EQUIPMENT FOR IN PANEL

WIRING BY OTHERS. IDENTIFY LEADS AT BOTH ENDS. TERMINATE TO

SOURCE LOCKABLE BREAKERS AND MAKE SAFE FOR FUTURE USE BY

GOVERNMENT SITE INSTALL TEAM.

26. NOT USED.

27. 2-INCH EMPTY CONDUIT WITH PULL STRING. REFER TO SITE PLAN FOR

ADDITIONAL DETAILS.

28. FEEDERS ROUTED IN SHIELDED CONDUIT BETWEEN FILTER CLEAN SIDE

AND HEMP PENETRATION. SIZE AS INDICATED IN SCHEDULE.

29. HEMP PENETRATION. REFER TO X-SERIES DRAWINGS FOR LOCATION.

30. GFGI SHIELDED CONDUIT.

31. GFGI CONDUIT.

32. UNINTERRUPTIBLE POWER SUPPLY (UPS) SYSTEM, EXCLUDING THE

MAINTENANCE BYPASS CABINET, IS GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED AND COMMISSIONED.

1. ALL ELEMENTES DEPECTED IN HALF-TONE ARE GFGI.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

A

M E

N D

M E

N T

J

A N

E

E

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO CO

CB

(TD #1)

(TD #2)

(TD #3)

(TD #4)

(TD #5)

(TD #6)

(TD #7)

(TD #8)

(TD #8)

(TD #7)

(TD #6)

(TD #5)

(TD #4)

(TD #3)

(TD #2)

(TD #1)

400A NC

PDP

X

L

IG

H T

F

IX

T U

R E

A

F I L T E R

S M

O K

E D

E T

D O O R

A

P

S W

X

F

OB

O X

E A

U

TE

L C O M

R A C K

LO

C K A B L E

W I T H

P P

GND

GND

GND

GND

GND

RT PAD

FAB-T

PERIMETER FENCE

MATCH LINE

A1 EG101

39 38

PLAN

NORTH

T R

U E

N

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

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SCALES:

EG102

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IC

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ID

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ID

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READY TO ADVERTISE

SCALE: 1" = 30'-0"A1

PARTIAL GROUNDING PLAN - SITE SOUTH

GENERAL SHEET NOTES

SHEET KEYNOTES

25 BARE 1/0 COPPER WIRE FOR RADOME LIGHTNING PROTECTION SYSTEM

ROUTED THROUGH RADOME FOUNDATION WITH 1-INCH PVC NIPPLE. ROUTE

CONDUIT TO 1-INCH ABOVE FINISHED GRADE. PROVIDE 10 FEET EXTRA LENGTH

OF WIRE FOR USE BY OTHERS. EXOTHERMICALLY BOND TO GROUND RING.

COORDINATE FINAL STUB UP LOCATION.

26 BARE 1/0 COPPER WIRE FOR GROUNDING MET ANTENNA PEDESTAL. ROUTED

THROUGH RADOME FOUNDATION WITH 1-INCH PVC NIPPLE. ROUTE CONDUIT TO

1-INCH ABOVE FINISHED GRADE. PROVIDE 10 FEET EXTRA LENGTH OF WIRE FOR

USE BY OTHERS. EXOTHERMICALLY BOND TO GROUND RING. COORDINATE

FINAL STUB UP LOCATION.

27 BARE 1/0 COPPER WIRE FOR GROUNDING RADOME POWER PANEL. ROUTED

THROUGH RADOME FOUNDATION WITH 1-INCH PVC NIPPLE. ROUTE CONDUIT TO

1-INCH ABOVE FINISHED GRADE. PROVIDE 10 FEET EXTRA LENGTH OF WIRE FOR

USE BY OTHERS. EXOTHERMICALLY BOND TO GROUND RING. COORDINATE

FINAL STUB UP LOCATION.

28 BARE 1/0 COPPER WIRE FOR GROUNDING FAB-T ANTENNA. ROUTED THROUGH

FOUNDATION WITH 1-INCH PVC NIPPLE. ROUTE CONDUIT TO 1-INCH ABOVE

FINISHED GRADE. PROVIDE 10 FEET EXTRA LENGTH OF WIRE FOR USE BY

OTHERS. EXOTHERMICALLY BOND TO GROUND RING. COORDINATE FINAL STUB

UP LOCATION.

32 BARE 1/0 COPPER WIRE FOR GROUNDING ANTENNA. ROUTED THROUGH

FOUNDATION WITH 1-INCH PVC NIPPLE. ROUTE CONDUIT TO 1-INCH ABOVE

FINISHED GRADE. PROVIDE 10 FEET EXTRA LENGTH OF WIRE FOR USE BY

OTHERS. EXOTHERMICALLY BOND TO GROUND RING. COORDINATE FINAL STUB

UP LOCATION.

36 BARE 1/0 COPPER WIRE FOR GROUNDING ANTENNA. ROUTED THROUGH

FOUNDATION AT BASE OF HF ANTENNA WITH 1-INCH PVC NIPPLE. ROUTE

CONDUIT TO 1-INCH ABOVE FINISHED GRADE. PROVIDE 10 FEET EXTRA LENGTH

OF WIRE FOR USE BY OTHERS. EXOTHERMICALLY BOND TO GROUND RING.

COORDINATE FINAL STUB UP LOCATION.

38 BARE 1/0 COPPER WIRE FOR GROUNDING RADOME RAIB. ROUTED THROUGH

RADOME FOUNDATION WITH 1-INCH PVC NIPPLE. ROUTE CONDUIT TO 1-INCH

ABOVE GRADE. PROVIDE 10 FEET EXTRA LENGTH OF WIRE FOR USE BY

OTHERS. EXOTHERMICALLY BOND TO GROUND RING. COORDINATE FINAL STUB

UP LOCATION.

39 BARE 1/0 COPPER WIRE FOR GROUNDING RADOME BLOWER WITH 1-INCH PVC

NIPPLE. ROUTE CONDUIT TO 1-INCH ABOVE GRADE. PROVIDE 10 FEET EXTRA

LENGTH OF WIRE FOR USE BY OTHERS. EXOTHERMICALLY BOND TO GROUND

RING. COORDINATE FINAL STUB UP LOCATION.

SCALE: 1"=30'-0"

6030 15 300

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PROJECT SITE

OFFUTT VISITOR

CONTROL CENTER

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55TH S

T.

T

H

S

T

W

A

R

H

A

K

Y

BUILDING 500

BUILDING 407

OFFUTT FIRE

DEPARTMENT

OFFUTT AFB 55TH

SEC FORCES SQUAD

APPROXIMATE LIMITS OF

CONSTRUCTION STAGING AREA

V

I D

E

M

N

E

W

STAGING AREAS

LOCATION

1 (PRIMARY)

APPROX. AREA (SF)

68,000

TWO-WAY PRIMARY HAUL

ROUTE

PROJECT SITE

GENERAL SHEET NOTES

1. ALL GRUBBING AND CLEARING RESIDUE, DEMOLISHED

MATERIAL, RUBBISH AND DEBRIS GENERATED BY THIS

PROJECT MUST BE HAULED OFFSITE TO AN APPROVED

LANDFILL.

2. IF A CONCRETE BATCH PLANT IS TO BE UTILIZED , THE

CONCRETE BATCH PLANT IS TO BE LOCATED OFF BASE.

3. CONTRACTOR RESPONSIBLE FOR ALL NECESSARY

PERMITTING, AND ENVIRONMENTAL CONTROLS FOR THE

CONCRETE BATCH PLANT.

CONSTRUCTION STAGING AREA

SCALE

VICINITY MAP AND LOCATION PLAN

A1

1" = 200'

US Army Corps of Engineers ®

SHEET ID

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SCALES:

V I C

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G-003

READY TO ADVERTISE

J

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TRUE NORTH

200' 400'0

SCALE: 1"=200'

100'

J A

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T

SEE SPECIFIC WALL SECTIONS

FOR FURTHER INFORMATION

WALL FOOTING W/ ADDL

3-#5 IN BOT/FTG EXTENDED

1'-6" PAST ENCASEMENT

GRADE

NOTES:

1. DO NOT PLACE PIPE TRENCH BELOW COLUMN FOOTINGS.

2. DO NOT PLACE PIPE TRENCH BELOW WALL FOOTINGS IF PIPE RUNS PARALLEL WITH WALL.

3. NO PIPES WITHIN FTG DEPTH. STEP FTG DOWN BELOW PIPE IF ELEVATION CONFLICT.

4. SLEEVES TO BE 1" CLEAR AROUND PIPE. WRAP PIPE W/ COMPRESSIBLE MATERIAL.

5. PLACE CONCRETE FILL AROUND SLEEVE PRIOR TO POURING FOUNDATION.

6. DIMENSIONS NOTED ARE MINIMUM. IF DIMENSIONS CONFLICT WITH DIMENSIONS GIVEN

ELSEWHERE, COMPLY WITH MORE STRINGENT REQUIREMENT.

PIP

E

NOTE 4 NOTE 5

PIPE

SECTION A-A

A-A

M

IN6

M

IN4

"H

MIN

"H"

MIN

"H"

N O

T E

MIN

6"

CONC FILL

SOG AND SUB BASE - SEE

PLAN AND TYP SOG DETAIL

1/2" ISOLATION JT (TYP)

STEEL COL - SEE SCHEDULE

CONC PEDESTAL - SEE

PLAN AND SCHEDULE

DOWELS W/ STD

HOOKS MATCHING

VERT PIER REINF

NOTES:

1. T = FOOTING THICKNESS - SEE FOOTING SCHEDULE.

2. S = PEDESTAL TIE SPACING - SEE PEDESTAL SCHEDULE.

3. EVENLY SPACE FOOTING REINFORCEMENT.

FTG - SEE PLAN

AND SCHEDULE

ANCHOR RODS - SEE

COL SCHEDULE

UNDISTURBED SOILS OR

ENGINEERED FILL

ENGINEERED FILL

T/SLAB

SEE PLAN

T/PEDESTAL

SEE PLAN

T/FTG

SEE PLAN

COL FTG AND PIER

S P

L

IC

E

T E

N S

IO

N

L A

P T

W OR L SEE FTG SCHEDULE

S

S /2

1/2" ISOLATION JT (TYP)

STEEL COL - SEE SCHEDULE

NOTES:

1. T = FOOTING THICKNESS - SEE FOOTING SCHEDULE.

2. EVENLY SPACE FOOTING REINFORCEMENT.

FTG - SEE PLAN

AND SCHEDULE UNDISTURBED SOILS OR

ENGINEERED FILL

ENGINEERED FILL

CONC FILL

SOG AND SUB BASE - SEE

PLAN AND TYP SOG DETAIL

COL AND FTG

T/SLAB

SEE PLAN

T/FTG

SEE PLAN

W OR L- SEE FTG SCHEDULE

T

VERT WALL REINF -

SEE SPECIFIC

SECTIONS FOR

SIZE AND SPACING.

MATCH HORIZ FOOTING

REINFORCING

HORIZ FOOTING

REINFORCING

HORIZ FOOTING

REINFORCING

T (1

M A

X d

T

2' - 0" MIN

MIN

1.5d

2d MIN

T

2' - 0" MIN

FACE OF WALL FACE OF

SUPPORT

FACE OF

SUPPORT

SECT A-A

CONT LAYER "A" TOP

BARS

CONT LAYER "D"

BOT BARS

TERMINATE W/ STD

90° HOOK

CONT TOP BARS

TERMINATE W/ STD

90° HOOK

AT WALL

AT PERPENDICULAR

GRADE BEAM

PERPENDICULAR

GRADE BEAM

NOTES:

1. SPLICE TOP BARS AT MID-SPAN.

2. SPLICE BOTTOM BARS AT SUPPORTS.

A

AA

A

SUPPORTSUPPORT

6" END SPAN L1 SUPPORT INTERIOR SPAN L2 SUPPORT CANTILEVER L3

WIDTH

D E

P T

H

STYP

2"

T E

N S

IO

N

L A

P

NOTE 3

SEE6"

LAYER "A"

LAYER "D"

LAYER "E" SIDE BARS

STIRRUPS

STIRRUP TYPE 1

4 LEG STIRRUP

LAYOUT

TEMPORARY STEEL LINER

AS REQ'D BY CONTRACTOR

PIER CAP SEE

SCHEDULE

HORIZONTAL TIES SEE SCHEDULE.

PROVIDE 6" HOOKED LAP SPLICE OR 24"

LONG UNHOOKED LAP SPLICE

BASE BID BEARING

38'-0"

T/CAP

SEE PLAN

SEE SCHEDULE

SHAFT DIAMETER

S E

E S

C H

E D

U L E

L O

N G

R E

IN

F

L E

N G

T H

LONG REINF EQ SPACED

AROUND PERIMETER - SEE

SCHEDULE

TYP

3" CLR

S E

E S

C H

E D

T Y

P T

IE

S

P A

C

IN

G

TOP OF COMPETANT ROCK AS DETERMINED

BY GEOTECHNICAL ENGINEER OF RECORD.

TO BE VERIFIED BY GEOTECHNICAL TESTING

AGENCY.

(2

S P

A C

IN

G

S

O C

PROVIDE STD HOOK OR MECHANICAL

TERMINATOR AT END VERT REINF

P E

R G

E O

T E

C H

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S O

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E T

M

IN

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P

W H

IC

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A T

E R

O R

G R

A D

E B

E A

M D

E P

T H

C A

P D

E P

T H

S E

E S

C H

E D

U L E

SECTION A-A

A A

CL PIER, COL

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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S O

F E

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IN

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S U

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F

IL

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1 2 3 4 5

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S-504

T Y

P

IC

A L S

T R

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L D

E T

A

IL

S

O F

F U

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A

IR

F O

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A S

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F A

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IT

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P R

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IS

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N

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B R

O A

D W

A Y

S T

L O

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IS

M

IS

S

O U

R I

G .G

A R

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T T

/T .T

E S

F A

Y E

T .V

O L L M

E R

/G .G

A R

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IN

N

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W F

F

W F

D

READY TO ADVERTISE

SCALE: 1/2" = 1'-0"B1

TYPICAL PIPE PENETRATION DETAIL

SCALE: 1/2" = 1'-0"A1

TYPICAL COLUMN FOOTING WITH PEDESTAL

SCALE: 1/2" = 1'-0"D1

TYPICAL COLUMN FOOTING WITHOUT PEDESTAL

SCALE: 1/2" = 1'-0"C1

TYPICAL STEPPED WALL FOOTING DETAIL

SCALE: 1/2" = 1'-0"C3

TYPICAL GRADE BEAM DETAIL & SCHEDULE

SCALE: 1/2" = 1'-0"A3

DRILLED PIER AND CAP DETAIL - SCHEDULE

USACE GRADE BEAM SCHEDULE

MARK

DIMENSIONS REINFORCING

REMARKSWIDTH DEPTH

A - BARS D - BARS E - BARS STIRRUPS

QUANTITY SIZE QUANTITY SIZE QUANTITY SIZE SIZE SPACING TYPE

GB1 30" 32" 6 9 6 9 2 5 4 1' - 0" 1

GB2 33" 32" 6 9 6 9 2 5 4 1' - 0" 1

GB3 39" 32" 7 9 7 9 2 5 4 1' - 0" 1

GB4 30" 30" 4 9 4 9 2 5 4 1' - 0" 1

GB5 30" 36" 4 9 4 9 3 5 4 1' - 0" 1

GB6 54" 60" 6 6 6 10 8 6 5 0' - 9" 1 PROVIDE 180 DEG HOOK AT EE

BOT BARS

DRILLED PIER SCHEDULE

TYPE

CAP

SHAFT DIA

REINF

COUNTPLAN THICKNESS LONG LONG LENGTH TIES

DP48-2 5' - 0" 2' - 6" 4' - 0" (9)#9 FULL LENGTH #4 @ 18" OC 2

DP48-1 5' - 0" 2' - 6" 4' - 0" (9)#9 15' - 0" #4 @ 18" OC 5

DP48-0 4' - 0" (20)#9 FULL LENGTH #4 @ 18" OC 20

DP42-1 4' - 6" 2' - 6" 3' - 6" (7)#9 15' - 0" #4 @ 18" OC 9

DP42-0 4' - 6" 2' - 6" 3' - 6" (7)#9 FULL LENGTH #4 @ 18" OC 4

DP36-2 4' - 0" 2' - 6" 3' - 0" (6)#9 FULL LENGTH #4 @ 18" OC 7

DP36-1 4' - 0" 2' - 6" 3' - 0" (6)#9 15' - 0" #4 @ 18" OC 4

DP36-0 3' - 0" (14)#9 FULL LENGTH #4 @ 18" OC 89

DP30-1 3' - 6" 2' - 6" 2' - 6" (6)#7 15' - 0" #4 @ 14" OC 7

DP24-0 2' - 0" (4)#7 15' - 0" #4 @ 14" OC 104

N/A

N/A

N/A

N/A

N/A

N/A

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

A

M E

N D

M E

N T

J A

N

GENERAL SHEET NOTES

1. DOOR TYPES, FRAME TYPES, AND DETAILS ARE ON SHEETS A-610 AND A-611

UNLESS OTHERWISE NOTED.

2. ALL STEEL DOORS AND FRAMES MUST BE PAINTED.

3. DO NOT PAINT LABELS OF TESTING AGENCY ON FIRE-RATED DOORS AND

FRAMES.

4. ALL EXTERIOR STEEL DOORS AND FRAMES WILL BE GALVANIZED. SOME

INTERIOR DOORS AND FRAMES ARE GALVANIZED. REFER TO DOOR

SCHEDULE. WIPE COAT GALVANIZED STEEL IS NOT ACCEPTABLE.

5. ALL EXTERIOR DOORS MUST BE INSULATED.

6. THE MAXIMUM EXTERIOR DOOR OPENING EFFORTS WILL NOT EXCEED 8.5

POUNDS.

7. REFER TO SPECIFICATIONS AND SECURITY DRAWINGS FOR HARDWARE

GROUPS AND ELECTRONIC SECURITY REQUIREMENTS.

8. REFER TO INTERIORS FOR MATERIAL LEGEND FOR INTERIOR DOOR FINISHES.

DOOR SCHEDULE REMARKS

1. OVERHEAD COILING DOOR SIZE INDICATED IS FOR FINISHED OPENING.

ACTUAL DOOR SIZE WILL BE LARGER BASED ON MANUFACTURER'S

STANDARDS.

2. OVERHEAD SECTIONAL DOOR SIZE INDICATED IS FOR FINISHED OPENING.

ACTUAL DOOR SIZE WILL BE LARGER BASED ON MANUFACTURER'S

STANDARDS.

3. INSULATED DOOR

4. STANDARD LIFT AND ELECTRIC POWER OPERATOR FOR OVERHEAD DOOR

5. VERTICAL LIFT AND MANUAL OPERATOR FOR OVERHEAD DOOR

6. HEMP DOOR

7. PAINT TO MATCH PAC-CLAD PETERSEN: COLOR - WEATHERED ZINC

8. BLAST-RESISTANT DOOR

9. PROVIDE COAT HOOK CENTERED ON BACK SIDE OF DOOR AT 5'-6" AFF.

10. DOOR FRAME IS PART OF CURTAIN WALL ASSEMBLY. REFER TO WINDOW

TYPES ON A-650.

LEGEND

ABBREVIATIONS

ALUM ALUMINUM

HM HOLLOW METAL

STL STEEL

WD WOOD

DOOR SCHEDULE

GLAZING TYPES

1/4" CLEAR, SAFETY APPLICATION

FIRE RATED GLASS

TINTED INSULATED LAMINATED

GLASS

TINTED INSULATED LAMINATED

SPANDREL GLASS

INSULATED LAMINATED GLASS

G1

G2

G3

G4

G5

REFER TO SCHEDULE

R

EF

ER

T

O S

C H

ED

U

LE

R

EF

ER

T

O S

C H

ED

U

LE

R

EF

ER

T

O S

C H

ED

U

LE

R

EF

ER

T

O S

C H

ED

U

LE

REFER TO

SCHEDULE

REFER TO SCHEDULE

REFER TO

SCHEDULE

OH

OVERHEAD COILING

/ SECTIONAL DOOR

F

FLUSH DOOR

DF

DOUBLE FLUSH

DOOR

FG

FULL GLASS DOOR

FLUSH PANEL

DOOR - REFER

TO SCHEDULE

FOR MATERIAL

PREFINISHED

STEEL SLATS

FLUSH PANEL

DOOR - REFER

TO SCHEDULE

FOR MATERIAL ALUMINUM

STOREFRONT

DOOR

GLAZING TYPE

AS SCHEDULED

5"

5"

HK

KNIFE EDGE EMI

HEMP DOOR

EQ EQ

FINISH FLOOR

R

EF

ER

T

O S

C H

ED

U

LE

REFER TO

SCHEDULE

HB

SS BLADDER

HEMP DOOR

KNIFE EDGE

EMI DOOR

SS PNEUMATIC

HEMP DOOR

REFER TO

SCHEDULE

R

EF

ER

T

O S

C H

ED

U

LE

R

EF

ER

T

O S

C H

ED

U

LE

2"

2"

REFER TO

SCHEDULE 2"

FRAME: 1

FINISH FLOOR

R

EF

ER

T

O S

C H

ED

U

LE

2"

2"

REFER TO

SCHEDULE

2"

1' - 0" 2"

FRAME: 2

DOOR FRAME DOOR FRAME WITH

1FT SIDE LITE

R

EF

ER

T

O S

C H

ED

U

LE

2"

2"

REFER TO

SCHEDULE

2"

1' - 6" 2"

FRAME: 3

DOOR FRAME WITH

1.5FT SIDE LITE

C1 A-610

D1 A-610

____________________________________________________ B1 A-610

A1 A-610

C1 A-610

D1 A-610

____________________________________________________ B1 A-610

A1 A-610

R

EF

ER

T

O S

C H

ED

U

LE

REFER TO

SCHEDULE

FRAME: 4

EMI SHIELDED DOOR

FRAME AT HEMP

(VERIFY DIMENSIONS

WITH MANUFACTURER)

R

EF

ER

T

O S

C H

ED

U

LE

REFER TO

SCHEDULE

FRAME: 5

SS BLADDER DOOR

FRAME AT HEMP

(VERIFY DIMENSIONS

WITH MANUFACTURER)

G1G1 G2 AT

DOOR 136

, TYP

GLASS AS SCHEDULED

STEEL STOP ON

SECURE SIDE

LITE FRAME

BRACING STRIP

FINISH FLOORING AS

SCHEDULED

CONCRETE SLAB

4"

LI

TE

H

EI

G

H T

LI

TE

O

PE

N

IN

G

REFER TO FLOOR PLAN

FOR PARTITION TYPE

(2) STEEL STUDS

ANCHORS

DOOR FRAME - ANCHOR

PER MANUFACTURER'S

RECOMMENDATIONS

GLASS AS SCHEDULED

STEEL STOP ON SECURE

SIDE

2"

1/2"

INSULATION IN FRAME

LI

TE

H

EI

G H

T

ATTACH BOTTOM TRACK

WITH (2) #10-16 SCREWS

AT 24" O.C.

REFER TO FLOOR PLAN

FOR PARTITION TYPE

(2) STEEL STUD HEADER

STEEL STUD

STEEL STOP ON SECURE SIDE

GLASS AS SCHEDULED

NOTE: DO NOT CAULK BACK

BEND FRAME TO GYPSUM

BOARD

LITE FRAME - ANCHOR PER

MANUFACTURER'S

RECOMMENDATIONS

2"

1/2"

INSULATION IN FRAME

GLASS AS SCHEDULED

REMOVEABLE STOP

DOOR FRAME

DOOR REFERENCE

SCHEDULE

2" D

O O

R O

PE

N

IN

G

W

ID

TH

LI

TE

O

P

EN

IN

G

W

ID

TH

NOTE: DO NOT CAULK BACK

BEND FRAME TO GYPSUM

BOARD

LI

TE

H E

IG

H

T

REFER TO FLOOR PLAN

FOR PARTITION TYPE

STEEL CHANNELS

STEEL STOP ON

SECURE SIDE

GLASS AS SCHEDULED

LITE FRAME - ANCHOR PER

MANUFACTURER'S

RECOMMENDATIONS

2"

1/2"

INSULATION IN FRAME

GLASS AS SCHEDULED

REMOVEABLE STOP

INTERMEDIATE FRAME

2" G

LA

ZE

D O

PE

N

IN

G

W

ID

TH

G

LA

ZE

D O

PE

N

IN

G

W

ID

TH

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

E

ER

S

D R

AW

N

B Y:

D

ES

IG

N

E D

B Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

A C

T N

O

SO

LI

C

IT

AT

IO

N N

O

FI

LE

N U

M

BE

R

1 2 3 4 5

D

C

B

A

SCALES:

A-610

D O

O R

S C

H

ED

U

LE

AN

D

D

ET

AI

LS

O

FF

U

TT

A

IR

F O

R C

E

BA

SE

, N

EB

R

AS

KA

SA

TC

O M

M

IL

ST

A R

F

AC

IL

IT

Y

PR

O

JE

C T

N O

SG

BP

O M

AH

A

D

IS

TR

IC

T

C

A

PI

TA

L

AV

E, S

TE

. 9

O

M

AH

A, N

E

N O

R

TH

B R

O

AD

W

AY

ST

. L

O U

IS

, M

IS

SO

U R

I 6

B.

B

YE

R

S

N . B

O

YE

R

K.

D

IC

KE

N S

R . Y

AW

O

C

TO

B

ER

W

F2

1F

W

F1

9D

READY TO ADVERTISE

DOOR NO.

DOOR FRAME

FIRE RATING REMARKSTYPE

SIZE

MATERIAL

UNDER

CUT TYPE MATERIAL

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

100A FG 3' - 0" 7' - 2" 0' - 2" ALUM / G3 - - ALUM C2 / A-611 D2 / A-611 A2 / A-611 10 100B FG 3' - 0" 7' - 0" 0' - 2" ALUM / G5 - - ALUM C1 / A-611 B1 / A-611 A1 / A-611 10

102 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 2 HM C3 / A-611 B3 / A-611 A3 / A-611 9

103 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 2 HM C3 / A-611 B3 / A-611 A3 / A-611 9

104 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 2 HM C3 / A-611 B3 / A-611 A3 / A-611 9

105A F 3' - 0" 7' - 0" 0' - 1 3/4" WD 3 HM C3 / A-611 B3 / A-611 A3 / A-611

105B F 3' - 0" 7' - 0" 0' - 1 3/4" WD 3 HM C3 / A-611 B3 / A-611 A3 / A-611

106 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 3 HM C3 / A-611 B3 / A-611 A3 / A-611

107A FG 3' - 0" 7' - 2" 0' - 2" ALUM / G3 - - ALUM C2 / A-611 B2 / A-611 A2 / A-611 10 107B FG 3' - 0" 7' - 0" 0' - 2" ALUM / G5 - - ALUM C1 / A-611 B1 / A-611 A1 / A-611 10

110 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 3 HM C3 / A-611 B3 / A-611 A3 / A-611

111 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 3/4" 1 HM C3 / A-611 B3 / A-611 A3 / A-611

112 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 3/4" 1 HM C3 / A-611 B3 / A-611 A3 / A-611

114 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 3/4" 1 HM C3 / A-611 B3 / A-611 A3 / A-611 9 115 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 3/4" 1 HM C3 / A-611 B3 / A-611 A3 / A-611 9

116 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 1 HM C3 / A-611 B3 / A-611 A3 / A-611

117 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 3/4" 1 HM C3 / A-611 B3 / A-611 A3 / A-611

118 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 1 HM C3 / A-611 B3 / A-611 A3 / A-611

121 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 1 HM C3 / A-611 B3 / A-611 A3 / A-611 45 MIN

122 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 1 HM C3 / A-611 B3 / A-611 A3 / A-611

123 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 1 HM C3 / A-611 B3 / A-611 A3 / A-611

124 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 1 HM C3 / A-611 B3 / A-611 A3 / A-611

125 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 1 HM C3 / A-611 B3 / A-611 A3 / A-611

126 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 2 HM C3 / A-611 B3 / A-611 A3 / A-611

127A F 3' - 0" 7' - 2" 0' - 1 3/4" HM 1 HM C4 / A-611 B4 / A-611 A4 / A-611 3, 7

127B OH 10' - 0" 9' - 0" 0' - 2" - - - - - - C5 / A-611 B5 / A-611 A2 / A-612 SIM 2, 3, 4 127C F 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM C3 / A-611 B3 / A-611 A3 / A-611 45 MIN

128A DF 6' - 0" 7' - 2" 0' - 1 3/4" HM 1 C4 / A-611 B4 / A-611 A4 / A-611 3, 7

128B F 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM C3 / A-611 B3 / A-611 A3 / A-611 45 MIN 130A HB 3' - 0" 7' - 0" 0' - 1 3/4" STL 5 STL B5 / A-612 B4 / A-612 SIM A4 / A-612 6

130B HB 3' - 0" 7' - 0" 0' - 1 3/4" STL 5 STL B5 / A-612 B4 / A-612 A3 / A-612 6

132 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 3/4" 1 HM C3 / A-611 B3 / A-611 A3 / A-611

133 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 3/4" 1 HM C3 / A-611 B3 / A-611 A3 / A-611 9 134 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 3/4" 1 HM C3 / A-611 B3 / A-611 A3 / A-611 9 135 DF 6' - 0" 7' - 2" 0' - 1 3/4" HM 1 HM C3 / A-611 B3 / A-611 A3 / A-611 45 MIN 136 F 3' - 0" 7' - 0" 0' - 1 3/4" WD 3 HM C3 / A-611 B3 / A-611 A3 / A-611 45 MIN 137 F 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM C3 / A-611 B3 / A-611 A3 / A-611 45 MIN 138 F 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM C3 / A-611 B3 / A-611 A3 / A-611 45 MIN

139A HB 4' - 0" 8' - 0" 0' - 1 3/4" STL 5 STL B5 / A-612 B4 / A-612 B3 / A-612 6

139B HK 4' - 0" 8' - 0" 0' - 1 3/4" STL 4 STL D5 / A-612 D4 / A-612 D3 / A-612 45 MIN 6

139C HB 4' - 0" 8' - 0" 0' - 1 3/4" STL 5 STL C5 / A-612 C4 / A-612 C3 / A-612 6

140 F 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM C3 / A-611 B3 / A-611 A3 / A-611 45 MIN

141 F 4' - 0" 7' - 2" 0' - 1 3/4" HM 1 HM C3 / A-611 B3 / A-611 A3 / A-611

142 F 6' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM C3 / A-611 B3 / A-611 A3 / A-611 3

143A F 4' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM C3 / A-611 B3 / A-611 A3 / A-611 45 MIN 3 143B HK 3' - 0" 7' - 0" 0' - 1 3/4" STL 4 STL D5 / A-612 D4 / A-612 D2 / A-612 45 MIN 6 143C OH 8' - 0" 8' - 6" 0' - 1 3/4" - - - - - - C2 / A-612 B2 / A-612 A2 / A-612 SIM 45 MIN 1, 3, 5, 144 F 4' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM C3 / A-611 B3 / A-611 A3 / A-611 45 MIN 145 F 4' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM C3 / A-611 B3 / A-611 A3 / A-611 45 MIN

146 F 4' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM C3 / A-611 B3 / A-611 A3 / A-611

147 F 4' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM C3 / A-611 B3 / A-611 A3 / A-611

148 F 4' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM C3 / A-611 B3 / A-611 A3 / A-611

150A F 3' - 0" 7' - 2" 0' - 1 3/4" HM 1 HM C4 / A-611 B4 / A-611 A3 / A-611 8

150B F 4' - 0" 8' - 0" 0' - 1 3/4" HM 1 HM C4 / A-611 B4 / A-611 A4 / A-611 3, 7, 8 150D OH 8' - 0" 9' - 0" 0' - 2" - - - - - - C1 / A-612 B1 / A-612 A2 / A-612 1, 3, 5 150E F 3' - 0" 7' - 2" 0' - 1 3/4" HM 1 HM C4 / A-611 B4 / A-611 A4 / A-611 3, 7, 8

SCALE: 1/4" = 1'-0"B2 DOOR TYPES

SCALE: 1/4" = 1'-0"A2 FRAME TYPES

02 4 8134

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

SCALE: 3" = 1'-0"A1

SILL DETAIL -

BORROW LITE

SCALE: 3" = 1'-0"B1

JAMB DETAIL -

BORROW LITE AT GYP

SCALE: 3" = 1'-0"C1

HEAD DETAIL -

BORROW LITE AT GYP

SCALE: 3" = 1'-0"D1

JAMB DETAIL -

BORROW LITE AT DOOR

SCALE: 3" = 1'-0"C2

SILL DETAIL -

BORROW LITE AT GYP

SCALE: 3" = 1'-0"D2

JAMB DETAIL -

BORROW LITE AT WINDOW

M

AR

K D

E

SC

R

IP

TI

O

N D

A

TE

AM

EN

D

M

EN

T 0 0

J A

N

B

B

C

C

D

D

E

E

SWITCH

147BATTERIES / UPS

BATTERIES / UPS

GENERATOR

MECHANICAL

OPS FLOOR

WORKSTATIONS

VESTIBULE

OBSERVATION

SPACE

S

M A

T C

H L

IN

E

A

T -1

M A

T C

H L

IN

E

A

T -1

B.4

B.4

C.1

C.1

C.7

C.7

D.5

D.5

2.9

4.1

5.3

ELECTRICAL

CHILLER

S

S S

M

MM

M

M

MM

M

SWITCH

A1

T-206

A5

T-502

6W" X 4H" BASKET

TRAY AT 10'-1" A.F.F.

(4) 4-INCH UNDERGROUND

CONDUITS TO MH59B1.

REFER TO TS100.

(4) 4-INCH CONDUITS WITH 7-WAY

MICRO DUCT IN TWO CONDUITS

AND 4-WAY MICRO DUCT IN TWO

CONDUITS BELOW FIRST FLOOR

(4) 4-INCH CONDUITS WITH 7-WAY

MICRO DUCT IN TWO CONDUITS

AND 4-WAY MICRO DUCT IN TWO

CONDUITS BELOW FIRST FLOOR

A3

T-205

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

1-INCH RGS CONDUIT WITH

SUPPORTS 5'-0" ABOVE GRATING

TO ABOVE ROOF FOR GFGI CLOCK

ANTENNAS AND CABLES. SEE

DETAIL A4/T-502

1-INCH RGS CONDUIT WITH

SUPPORTS 5'-0" ABOVE GRATING

TO ABOVE ROOF FOR GFGI CLOCK

ANTENNAS AND CABLES. SEE

DETAIL A4/T-502

T-409

B3

1 REFER TO HEMP DRAWINGS, X-SERIES.

2 CONTINUE MICRO DUCTS THROUGH WAVE-GUIDES (HEMP SHIELD).

SHEET KEYNOTES

PLAN

NORTH

T R

U E

N

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

SCALES: KEY PLAN:

B

T-122

P A

R T

IA

L T

E L E

C O

M P

L A

N F

IR

S

T F

L O

O R

A R

E A

B

O F

F U

T T

A

IR

F O

R C

E B

A S

E N

E B

R A

S K

A S

A T

C O

M

M

IL

S T

A R

F A

C

IL

IT

Y

P R

O J E

C T

N O

S

G B

P

O M

A H

A D

IS

T

R

IC

T C

A P

IT

A

L A

V E

S

T E

O M

A H

A N

E

N

O R

T H

B R

O A

D W

A Y

S T

L O

U

IS

M

IS

S

O U

R I

S H

A N

S B

E R

R Y

B A

R T

E R

B U

R N

K D

IC

K

E N

S

J H

E

IT

Z

O

C T

O B

E R

W F

F

W F

D

READY TO ADVERTISE

SCALE: 1/8" = 1'-0"A2

PARTIAL TELECOM PLAN - FIRST FLOOR AREA B

04 8 16268

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

GENERAL SHEET NOTES

1. ALL OUTLETS ON THIS SHEET ARE SERVED FROM CABINET ROW C4 IN OPS FLOOR 135

(C4-2 FOR NIPR AND C4-5 FOR SIPR).

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

A

M E

N D

M E

N T

J A

N

E

F

F

G

G

H

H

J

J

OPS FLOOR

SUPPLY ROOM

WORKROOM

CLASSROOM

JANITOR

WOMEN'S

MEN'S

T-402

A1

TV

S

T-403

A1

T-405

A1

M A

T C

H L

IN

E

A

T -1

M A

T C

H L

IN

E

A

T -1

E.2

E.2

F.1

F.1

F.8

F.8

G.6

G.6

2.9

4.1

5.3

T-406

A1

T-407

A1

A4

T-205

S

S

4 4

T-408

A1

OBSERVATION

SPACE

18" x 6" LADDER TRAY

ROUTED UNDER

CATWALK A3

T-206

T-409

C1

GENERAL SHEET NOTES

1 HEMP PENATRATIONS ARE CFCI. REFER TO HEMP DRAWINGS, X-SERIES.

SHEET KEYNOTES

PLAN

NORTH

T R

U E

N

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

SCALES: KEY PLAN:

C

T-123

P A

R T

IA

L T

E L E

C O

M P

L A

N F

IR

S

T F

L O

O R

A R

E A

C

O F

F U

T T

A

IR

F O

R C

E B

A S

E N

E B

R A

S K

A S

A T

C O

M

M

IL

S T

A R

F A

C

IL

IT

Y

P R

O J E

C T

N O

S

G B

P

O M

A H

A D

IS

T

R

IC

T C

A P

IT

A

L A

V E

S

T E

O M

A H

A N

E

N

O R

T H

B R

O A

D W

A Y

S T

L O

U

IS

M

IS

S

O U

R I

S H

A N

S B

E R

R Y

B A

R T

E R

B U

R N

K D

IC

K

E N

S

J H

E

IT

Z

O

C T

O B

E R

W F

F

W F

D

READY TO ADVERTISE

SCALE: 1/8" = 1'-0"A2

PARTIAL TELECOM PLAN - FIRST FLOOR AREA C

04 8 16268

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

1. ALL OUTLETS ON THIS SHEET ARE SERVED FROM CABINET ROW C4 IN OPS FLOOR 135

(C4-2 FOR NIPR AND C4-5 FOR SIPR).

2. ALL OUTLETS ON HEMP WALL ARE TO BE SURFACE MOUNTED.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

A

M E

N D

M E

N T

J A

N

FIRST FLOOR

0' - 0"

SUB-FLOOR

-3' - 0"

FF.1 FF.1

C4-1C4-2C4-3C4-4C4-5

2U 48P HVPP-1

2U WIRE MGR

2U WIRE MGR

4U BFPP-1

(SINGLEMODE)

4U BFPP-2

(MULTIMODE)

NETWORK

CORE

SWITCHES

(GFGI)

POWER STRIP

POWER STRIP

UPS (GFGI)

POWER STRIP

POWER STRIP

UPS (GFGI)

POWER STRIP

POWER STRIP

UPS (GFGI)

2U BFPP-1

2U WIRE MGR

2U WIRE MGR

2U WIRE MGR

2U WIRE MGR

2U 48P HDPP-1

2U 48P HDPP-2

NETWORK

SWITCHES

(GFGI)

2U WIRE MGR

2U WIRE MGR

4U BFPP-1

(SINGLEMODE)

4U BFPP-2

(MULTIMODE)

NETWORK

CORE

SWITCHES

(GFGI)

POWER STRIP

POWER STRIP

UPS (GFGI)

FIBER DUCT

SIGNAL LADDER TRAY

SIGNAL LADDER TRAY

RBB MOUNTED IN

REAR (TYP)

RAISED FLOOR

2U WIRE MGR

RBB

2U WIRE MGR

RBB

2U WIRE MGR

RBBRBB

2U HFPP-1

2U BFPP-1

2U WIRE MGR

2U WIRE MGR

SIPR SWITCH (GFGI)

2U WIRE MGR

RBB

POWER CABLE LADDER

FIRST FLOOR

100' - 0"

T.O.FSUB-FLOOR

97' - 0"

FF.1

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

T-202

R A

C K

E L E

V A

T

IO

N S

O F

F U

T T

A

IR

F O

R C

E B

A S

E N

E B

R A

S K

A S

A T

C O

M

M

IL

S T

A R

F A

C

IL

IT

Y

P R

O J E

C T

N O

S

G B

P

O M

A H

A D

IS

T

R

IC

T C

A P

IT

A

L A

V E

S

T E

O M

A H

A N

E

N

O R

T H

B R

O A

D W

A Y

S T

L O

U

IS

M

IS

S

O U

R I

S H

A N

S B

E R

R Y

B A

R T

E R

B U

R N

K D

IC

K

E N

S

J H

E

IT

Z

O

C T

O B

E R

W F

F

W F

D

READY TO ADVERTISE

SCALE: NOT TO SCALEA1

OPS FLOOR RACK ELEVATION

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

A

M E

N D

M E

N T

J A

N

RETURN AIRMIN OUTDOOR AIR

ECON OUTDOOR AIR

R E

L

IE

F A

IR

M

SUPPLY AIR

BAS SUB-NETWORK BACNET MS/TP

AND 24V CONTROL POWER AS REQUIRED

120V

120V/24V

TRANSFORMER

AS REQUIRED

BACNET ROUTER / SWITCH

BUILDING CONTROLLER

LOACTED IN 141

MECHANICAL

BAS WORKSTATION

AND MONITOR IN

135 OPS FLOOR

BACNET IP ON BAS

ETHERNET

CAT 6 CABLE

EXACT QUANTITY AND LOCATION OF CONTROL PANELS

TO BE DETERMINED BY CONTROLS CONTRACTOR .

BAS SUB-NETWORK BACNET MS/TP

AND 24V CONTROL POWER AS REQUIRED

120V

120V/24V

TRANSFORMER

AS REQUIRED

EXACT QUANTITY AND LOCATION OF CONTROL PANELS

TO BE DETERMINED BY CONTROLS CONTRACTOR.

PROVIDE FIBER OPTICS FOR

CONTROL WIRING PASSING FROM

AREA B/C TO AREA A.

WAVEGUIDE REQUIRED. REFER

TO HEMP DRAWINGS, X-SERIES

BACNET ROUTER / SWITCH

BUILDING CONTROLLER

LOACTED IN 128

MECHANICAL

ACU-1-3/CU-1AHU-4/

CU-2

CUH-1-2

B-3-4

CONTROL

PANEL

EOL

HWP-3-4

AREA A

FANS

VAV-XX FTU-1-3 MISC

CH-1-2 AHU-1-3

B-1-2

CONTROL

PANEL

CRAH-1-6

UH-1-3

BC-1 CHWP-1-2 HWP-1-2 AREA B & C

FANS

LEAK

DETECTION

DOAS-1

CONTROL POWER PROVIDED BY ELECTRICAL

CONTROL POWER PROVIDED BY ELECTRICAL

36 36 36 36 36

36 36 36

CAT 6, RJ45 JACK IN

FACEPLATE AND PACK BOX

EOL

VAV-XX

BC-2-3

GENERATOR FACP

FACP

TELEVISION IN 140

OPS FLOOR

WORKSTATION.

SEE NOTE 2.

AIR HANDLING UNIT, CONDENSING UNIT, AND RETURN FAN (AHU-4, CU-2, & F-16)

A. GENERAL

1. THE AIR HANDLING UNIT IS A MIXED AIR, VARIABLE VOLUME UNIT WITH A DX

COOLING COIL, HEATING WATER COIL AND A RETURN FAN EQUIPPED WITH

AN AIRSIDE ECONOMIZER.

2. SET CONTROL LOGIC IN PLACE TO PREVENT THE UNIT FROM SHORT-

CYCLING IN ANY CONTROL SEQUENCES.

3. THE OCCUPANCY MODE (OCCUPIED OR UNOCCUPIED) IS DETERMINED

THROUGH A USER-ADJUSTABLE, GRAPHICAL, SEVEN-DAY SCHEDULE WITH

HOLIDAY SCHEDULE.

4. PROVIDE AIR HANDLER WITH AUTOMATIC RESTART AFTER POWER LOSS.

B. OCCUPIED MODE

1. WHEN IN THE OCCUPIED MODE THE SUPPLY AND RETURN FAN ENERGIZE.

BOTH FANS' SPEED SLOWLY RAMP FROM THE MINIMUM SETTING TO THE

FINAL SETPOINT (COORD. WITH BALANCING CONTRACTOR) TO MAINTAIN

DUCT STATIC PRESSURE SETPOINT. THE SUPPLY FAN MINIMUM SPEED

SHALL NOT DROP BELOW 30% (ADJUSTABLE) TO ASSURE ADEQUATE FAN

MOTOR COOLING. ONCE SETPOINT IS ESTABLISHED RETURN FAN RAMPS UP

AND DOWN PROPORTIONALLY TO SUPPLY FAN RPM'S.

2. COOLING: ON A CALL FOR COOLING, THE CONDENSING UNIT ENERGIZES TO

MEET SUPPLY AIR TEMPERATURE OF 55°F.

3. HEATING: ON A CALL FOR HEATING, HEATING WATER VALVES MODULATE TO

PROVIDE A SUPPLY AIR TEMPERATURE OF 55° F.

4. WHEN OUTSIDE AIR DEW POINT EXCEEDS 65° F THE ECONOMIZER AND

RELIEF AIR DAMPERS CLOSE, THE RETURN AIR DAMPER IS OPEN AND THE

MINIMUM OUTDOOR AIR DAMPER MODULATES TO MEET MINIMUM

VENTILATION AIR REQUIREMENTS.

C. AIRSIDE ECONOMIZER CONTROL IS ENABLED WHEN OUTSIDE ENTHALPY IS LESS

THAN THE RETURN AIR ENTHALPY.

1. WHEN THE OUTSIDE DRY BULB IS GREATER THAN 55° F (ADJ), SUPPLY AIR IS

100% OA; MINIMUM OUTDOOR AIR DAMPER IS OPEN 100%, RETURN AIR

DAMPER IS CLOSED, RELIEF DAMPER IS OPEN AND ECONOMIZER OUTDOOR

AIR DAMPER MODULATES TO MEET SUPPLY FAN CFM. THE SUPPLY FAN

MODULATES TO MEET SYSTEM STATIC PRESSURE SETPOINT. CONDENSING

UNIT ENERGIZES TO MEET SUPPLY AIR TEMPERATURE OF 55°F (ADJ).

2. WHEN THE OUTSIDE DRY BULB IS BELOW 55°F (ADJ), SUPPLY AIR IS MIXED.

THE RETURN, ECONOMIZER, AND RELIEF DAMPERS MODULATE TO MEET

SUPPLY AIR SETPOINT.

3. A MIXED AIR LOW LIMIT FUNCTION MODULATES THE ECONOMIZER DAMPERS

CLOSED AND THE RETURN AIR DAMPER OPEN TO PREVENT THE MIXED AIR

TEMPERATURE FROM DROPPING BELOW 50° F (ADJ). IF THE RETURN

DAMPER IS FULLY OPEN AND THE ECONOMIZER DAMPER IS FULLY CLOSED,

MODULATE THE RELIEF AIR DAMPER TO REDUCE RELIEF AIR UNTIL THE

MIXED AIR TEMPERATURE IS 50° F.

D. SUPPLY AIR PRESSURE RESET: USING TIMED SAMPLE AND RESET LOGIC,

ADJUST THE STATIC PRESSURE SETPOINT RESET BETWEEN THE MINIMUM AND

MAXIMUM STATIC PRESSURE LIMITS ESTABLISHED DURING COMMISIONING TO

MAINTAIN ALL VAV DAMPERS IN A POSITION BELOW 98% OPEN WHILE

MAINTAINING AT LEAST ONE DAMPER GREATER THAN 90% OPEN. DETERMINE

OPTIMAL SAMPLE INTERVALS DURING COMMISSIONING.

E. UNOCCUPIED MODE

1. UNOCCUPIED MODE OFF: THE UNIT DE-ENERGIZES EXCEPT WHEN

OPERATION IS CALLED FOR AS DESCRIBED BELOW.

2. UNOCCUPIED SETBACK: WHEN THE AVERAGE OF ALL SPACE TEMPERATURE

SENSORS REPORT CONDITIONS IN EXCESS OF 85⁰F, THE SUPPLY FAN,

RETURN FAN, CONDENSING UNIT CYCLE ON AND THE SYSTEM OPERATES

WITH THE RETURN DAMPER OPEN AND THE OUTDOOR AIR AND RELIEF

DAMPERS CLOSED UNTIL ALL ROOM TEMPERATRUE SENSORS RETURN AN

UNOCCUPIED SPACE TEMPERATURE SETPOINT OF 85° F (ADJ). UPON

ACHIEVING UNOCCUPIED SPACE TEMPERATURE SETPOINT, STOP THE AIR

HANDLING UNIT, RETURN FAN AND CONDENSING UNIT.

3. MORNING PRE-CONDITIONING: USE SMART START LOGIC TO ACHIEVE SPACE

TEMPERATURE SETTINGS PRIOR TO SCHEDULED OCCUPANCY. TRACK

OUTSIDE TEMPERATURE, AVERAGE SPACE TEMPERATURE AND RUNNING

TIME REQUIRED TO REACH SPACE TEMPERATURE SETTINGS. BASED ON

THIS DATASET, ACTIVELY DETERMINE OPTIMUM DAILY START TIME. OPERATE

THE SYSTEM WITH VAV DAMPERS INITIALLY OPEN 100%. CYCLE HEATING

AND COOLING FUNCTIONS TO ACHIEVE SPACE TEMPERATURE SETTINGS. IF

ALL ZONE TEMPERATURES REACH THEIR SETTING PRIOR TO SCHEDULED

OCCUPANCY, COMMENCE DAILY SCHEDULE.

F. SAFETIES SHUTDOWNS

1. DUCT SMOKE DETECTION DE-ENERGIZES THE SUPPLY AND RETURN FAN

AND CLOSES THE RETURN AND OUTDOOR AIR DAMPER. MANUAL RESET OF

THE TRIPPED DEVICE IS REQUIRED TO RESTART THE SYSTEM.

2. ACTIVATION OF ANY EMERGENCY AIR DISTRIBUTION SHUTOFF SWITCH

CLOSES THE RELIEF AND OUTDOOR AIR DAMPER. UNIT CONTINUES TO RUN

IN 100% RETURN MODE. MANUAL RESET IS REQUIRED FOR DAMPERS.

3. IF SUPPLY FAN IS ENABLED BUT STATIC PRESSURE SENSOR SENSES ZERO

INCHES OF WATER FOR GREATER THAN 15 SECONDS (ADJUSTABLE), SHUT

DOWN UNIT AND REPORT A CRITICAL ALARM.

FAN HOA

SWITCH

POSITION

HARD WIRED

C

C

HWR

HWS

TCVAO

H

C

ZSAI

OA

FCDAO

OA

M

ZSAI

FCDAO

M

ZS AI

RA

FCD AO

RA

M

PRE-FILTER FINAL FILTER

PDS

DI

PDS

DI

TS

AI

MA

TSL

DI

MA

AFM

AI

ZS

AI

FCD

AO

M

TS

AI

HC

TS

AI

CC

SY

AO

MS

DI

MY

DO

VFDVFD

STATIC PRESSURE SENSOR LOCATION IS

NOTED ON FLOORPLANS.

DI

PT

DI

SD

DI

TS

AI

AFM

AI

PT

AI

LSH

DI

CS

DI

900 CFM

1900 CFM

FAN HOA

SWITCH

POSITION

SY

AO

MS

DI

MY

DO

VFDVFD

HARD WIRED

ES

AI

AFM

AI

SEQUENCE OF OPERATION

GENERAL SHEET NOTES

SHEET KEYNOTES

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

NOT FOR CONSTRUCTION

NOT FOR CONSTRUCTION

M-801

B A

S C

O N

T R

O L D

IA

G

R A

M S

O F

F U

T T

A

IR

F O

R C

E B

A S

E N

E B

R A

S K

A S

A T

C O

M

M

IL

S T

A R

F A

C

IL

IT

Y

P R

O J E

C T

N O

S

G B

P

O M

A H

A D

IS

T

R

IC

T C

A P

IT

A

L A

V E

S

T E

O M

A H

A N

E

N

O R

T H

B R

O A

D W

A Y

S T

L O

U

IS

M

IS

S

O U

R I

A B

Y E

R S

A B

Y E

R S

K D

IC

K

E N

S

T N

E F

F

O

C T

O B

E R

W F

F

W F

D

READY TO ADVERTISE

SCALE: NOT TO SCALEC1

BAS SYSTEM ARCHITECTURE

SCALE: NTSA1

AIR HANDLING UNIT (AHU-4) - CONDENSING UNIT (CU-2) - RETURN FAN (F-16) - CONTROL DIAGRAM

1. NO INFORMATION OR ALARM LEAVES THE BUILDING. ANY CRITICAL

ALARM IS REPORTED MANUALLY TO THE APPROPRIATE PARTY.

2. VISUAL EXTENSION OF BAS WORKSTATION MONITOR TO GFGI

TELEVISION LOCATED IN 140 OPS FLOOR WORKSTATION TO VIEW BAS

ALARMS. REFER TO C1/A-411 FOR INTERIOR ELEVATION OF GFGI

TELEVISIONS.

3. BAS FRONT END SYSTEM MUST BE COMPATIBLE WITH HONEYWELL WEB

8000 / SPYDER CONTROLLER WITH LON WORKS BASED NETWORKS.

36 MANUFACTURER CONTROL PANEL. PROVIDE AS BACNET COMPATIBLE

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

A

M E

N D

M E

N T

J A

N