Am-0003-DRAWINGS.pdf

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IDENTIFICATION

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®of Engineers

US Army Corps of Engineers

US Army Corps

INDEX

U .S

A R

M Y C

O R

P S O

F E

N G

IN

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O M

A H

A

N E

B R

A S

K A

OMAHA DISTRICT

O M

A H

A D

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T

L .B .C

L .B .C

L .B .C

L .B .C

/2

/2

A U

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N F

A N

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B A

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-0

P N

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Y

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A R

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B A

G -0

B .d g n

IN

D

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O N

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IN

U E

D

G-002B

SHEET SEQUENCE NUMBER

w/ Level 2 Designator

DISCIPLINE DESIGNATOR

M - 2 0 1

2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:

R

T

E

M

D

P

F

Q

I

A

S

L

C

B

V

H

G

RESOURCE

TELECOMMUNICATIONS

ELECTRICAL

MECHANICAL

PROCESS

PLUMBING

FIRE PROTECTION

EQUIPMENT

INTERIORS

ARCHITECTURAL

STRUCTURAL

LANDSCAPE

CIVIL

GEOTECHNICAL

SURVEY / MAPPING

HAZARDOUS MATERIALS

GENERAL

Designator)

RELEASE 3.0 for Level 2

(see A/E/C CADD STANDARD

INDEX LEGEND:

SHEET TYPE DESIGNATOR

3. SHEET TYPE DESIGNATORS:

3D REPRESENTATIONS

USER DEFINED

USER DEFINED

SCHEDULES & DIAGRAMS

DETAILS

LARGE-SCALE VIEWS

SECTIONS

ELEVATIONS

PLANS

GENERAL

W F -1

-R -0

A

M

G E

N E

R A

L R

E V

IS

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/2

/2

L .B .C

A M

N E

R A

L R

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N S

/0

/2

L .B .C

0 6

POST

STEEL

.4

.6

.3

.4

.8

.2

.7

.6

.7

.4

.0

.7

.2

.7

.0

S T

A

.5

PC

S T

A

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P T

S T

A

.1 0 P C

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US Army Corps

N 1,281,482.81

E 3,186,929.40

N 1,281,449.36

E 3,186,922.40

N 1,281,423.51

E 3,186,885.91

N 1,281,409.82

E 3,186,928.48

N 1,281,364.20

E 3,186,947.63

N 1,281,372.20

E 3,186,802.23

BLEACHER ENCLOSURE

TOWER

CONTROL

LATRINE

FIELD

CLASSROOM

OPS/STORAGECOVERED MESS

DOWN

BREAK-

AMMO.

N 1,281,381.68

E 3,186,879.79

N 1,281,403.74

E 3,186,888.95

N 1,281,384.43

E 3,186,934.41

N 1,281,372.57

E 3,186,936.23

N 1,281,429.59

E 3,186,925.44

N 1,281,469.12

E 3,186,919.36

N 1,281,452.40

E 3,186,810.64

N 1,281,432.64

E 3,186,813.68

N 1,281,446.33

E 3,186,771.11

N 1,281,426.56

E 3,186,774.15

E 3,186,879.37

N 1,281,459.43

BOLLARD

N 1,281,463.04

E 3,186,879.83

N 1,281,443.28

E 3,186,882.87

E 3,186,881.35

N 1,281,446.58

BOLLARD

N 1,281,378.93

E 3,186,861.96

N 1,281,361.56

E 3,186,864.64

E 3,186,880.20

N 1,281,382.25

BOLLARD

N 1,281,380.27

E 3,186,907.39

E 3,186,883.03

N 1,281,363.88

BOLLARD

N 1,281,368.41

E 3,186,909.22

N 1,281,343.51

E 3,186,845.96

N 1,281,215.86

E 3,186,887.64

N 1,281,211.17

E 3,186,856.21

N 1,281,222.57

E 3,186,864.56

N 1,281,224.25

E 3,186,876.44

N 1,281,469.21

E 3,186,740.01

N 1,281,461.64

E 3,186,694.04 N 1,281,491.57

E 3,186,926.39

N 1,281,482.32

E 3,186,938.58

R

N 1,281,347.69

E 3,186,840.26

N 1,281,364.30

E 3,186,882.46

N 1,281,351.03

E 3,186,862.01

N 1,281,345.33

E 3,186,857.83

CLEARANCE

50' AMMO. BREAKDOWN

LIMIT OF AGGREGATE SURFACING

R

5'

R

R

R

R

2' TURF SHOULDER

SURFACING

LIMIT OF AGGREGATE

DRAINAGE DITCH

DRAINAGE DITCH

DRAINAGE DITCH

N 1,281,352.43

E 3,186,805.27

2' TURF SHOULDER

E 3,186,800.12

N 1,281,344.81

RANGE FLAGPOLE

N 1,281,216.11

E 3,186,839.35

N 1,281,226.38

E 3,186,778.46

N 1,281,222.59

E 3,186,794.76

R

N 1,281,291.05

E 3,186,967.99

DOWNRANGE ACCESS LANE

CS501 SURFACING

PARKING AREA

CS501

ACCESS LANE

CS502

CS502

N 1,281,377.21

E 3,186,834.85

E 3,186,835.69

N 1,281,378.35

BOLLARD

E 3,186,861.39

N 1,281,379.35

BOLLARD

E 3,186,883.95

N 1,281,379.80

BOLLARD

E 3,186,864.22

N 1,281,360.99

BOLLARD

N 1,281,357.44

E 3,186,837.89

E 3,186,839.03

N 1,281,356.61

BOLLARD

N 1,281,359.65

E 3,186,740.42

N 1,281,361.48

E 3,186,752.28

E 3,186,738.71 E 3,186,753.53

E 3,186,757.03E 3,186,742.20

N 1,281,341.71

E 3,186,755.32

N 1,281,360.91

BOLLARD

N 1,281,338.18

BOLLARD

N 1,281,363.19

BOLLARD

N 1,281,340.46

BOLLARD

N 1,281,339.89

E 3,186,743.46

101 105

104103

N 1,281,738.37 E 3,185,615.13

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D

20' 0 20'

SCALE: 1" = 20'-0"

10'

KEY PLAN SCALE: 1" = 400'

N

SITE FEATURE COORDINATES

AGGREGATE SURFACING

LEGEND

3. SEE CG SHEETS FOR DRAINAGE DITCH GRADING.

BOLLARD DETAILS.

2. SEE SHEET CS502 FOR RANGE FLAGPOLE AND PIPE

AND ROCA PARKING AREA SURFACING DETAILS.

SECTION, DOWNRANGE ACCESS LANE TYPICAL SECTION,

1. SEE SHEET CS501 FOR ROCA ACCESS ROAD TYPICAL

NOTE:

F C

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-0

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CS506

/2

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F -9

-0

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O R T

A R

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T N .T .S

F C

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2% SLOPE

FILTER FABRIC

2% SLOPE

:1

(T Y

P

GRANULAR DRAINAGE MATERIAL

HORIZONTAL AND VERTICAL

CONTROL POINT (B)

S L

O P

E

TOE OF BERM

TOE OF BERM

:1

(T Y

P

3:1

(TYP.)

GRANULAR DRAINAGE MATERIAL

COMPACTED FILL

ANGLE OF FIRE

DIRECTION

OF FIRE

20'-0"

2'-6"

3"

5'-0"

10'-6"

CENTERED IN SLAB

WITH #4 @ 12" O.C.E.W.

10' x 10' x 6" CONCRETE PAD

VERTICAL

CONTROL POINT

STAGGERED BOND

PRECAST WALL BLOCKS

2'

2' x 2' x 6'

CONCRETE BLOCKS

STAGGERED BOND

2' x 2' x 6'

13'-0"

1'-0"

M

IN

SECTION

10'-0"

14'-0"

(TOP)

TIER ONE

(BOTTOM)

TIER TWO

FILTER FABRIC

W F -1

-R -0

STATIONARY ARMOR TARGET SYSTEM

NOT TO SCALE1

CS506

A

STAGGERED BOND.

PRECAST WALL BLOCKS

BLOCK LAYOUT PLAN

1"

CONTROL POINT DATA.

9. SEE SHEET CS601 FOR HORIZONTAL AND VERTICAL

8. SEE SHEET CS515 FOR PRECAST WALL BLOCK DETAILS.

COORDINATED WITH RANGE CONTROL.

PAINTED ON THE INSIDE WALL. SIZE AND FORMAT TO BE

NUMBERS ON A WHITE BACKGROUND. LABELING SHALL BE

7. EACH EMPLACEMENT SHALL BE MARKED WITH BLACK

OTHERWISE NOTED.

6. ALL DIMENSIONS ARE GIVEN IN ENGLISH UNLESS

ANCHORS.

CENTER. ATTACH ANGLE TO CONCRETE WITH CONCRETE

4"x4"x1#2"x 4" STEEL ANGLES SPACED A MAXIMUM OF 3' ON

5. PLACE TREATED TIMBERS AGAINST CONCRETE WALL ON L

ON THE LEFT SIDE OF TARGET AS VIEWED FROM FIRING POINT.

4. HORIZONTAL AND VERTICAL CONTROL POINT (A) IS LOCATED

REDUCE TARGET VISIBILITY.

NATURAL SURROUNDINGS. GROUND COVER SHALL NOT

REVEGETATED OR RESURFACED CONSISTENT WITH THE

3. AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE

WALL.

WALLS. FABRIC SHALL EXTEND THE FULL HEIGHT OF THE

BLOCKS AND FILTER FABRIC SHALL BE INSTALLED BEHIND THE

2. RETAINING WALLS ARE CONSTRUCTED OF CONCRETE

STRENGTH OF 4000PSI IN 28 DAYS.

1. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE

GENERAL NOTES:

(SEE GENERAL NOTE 5)

8"

CS506

A

CONTROL POINT (A)

HORIZONTAL AND VERTICAL

8" x 8" TREATED TIMBER

EMPLACEMENT

ENTIRE FOOTPRINT OF

6" COMPACTED SUBGRADE

A

M G

E N

E R

A L R

E V

IS

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W C

D

/0

/1

' 6'6'6'

SEE SHEET CS515

SLOPED END BLOCK

SEE SHEET CS515

SLOPED END BLOCK

2' 6' 2'6'2'

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®of Engineers

US Army Corps

A R

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CS509

/2

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F -9

-0

M

A C

H

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U N B

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R N .T .S

MACHINE GUN/OBSERVATION BUNKER

F C

B A

C S .d g n

W C

D

D M

B

T A

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E T D

E T

A

IL

S

(RIGHT SIDE ENTRANCE)

SECTION

PLAN

(RIGHT SIDE ENTRANCE)

SECTION

/8

POINT (B)

(WHERE NECESSARY)

GEOTEXTILE

A

ALL EXPOSED STEEL MUST BE CLADDED

WITH 2" x 12" TREATED WOOD

OF ASSAULT

DIRECTION

DIRECTION

OF ASSAULT

A

B

POINT (A)

POINT (A)

(WHERE NECESSARY)

PEA GRAVEL

B

2"

SLOPE ACCESS PATH

(TYP) WITH SOLID BLOCKING

2" x 8" JOIST @ 9"

/8

GEOTEXTILE (TYP)

COMPACTED FILL

2% SLOPE

12'-0"

1'-6"5'-3"

VERTICAL CONTROL

HORIZONTAL AND

@ 95% COMPACTION

TO PREVENT RICOCHET OF LIVE FIRE ROUNDS

5'-0"

EXISTING GROUND

3'-3"

2% SLOPE

2'-10"

COMPACTED FILL

10'-0"

2'-10"6'-0"

WOOD BLOCKING

INSIDE FLANGE

(AS NECESSARY)

VERTICAL CONTROL

HORIZONTAL AND

VERTICAL CONTROL

HORIZONTAL AND

@ 95% COMPACTION

DRAINAGE LAYER

FILTER FABRIC

1'-0"

A MAXIMUM OF

20% INTO BUNKER.

EXISTING GROUND

8" x 6" TREATED

TIMBERS (TYP.)

@ MIDSPAN 2" x 6" ROOF

TOPSOIL

CS509 CS509

CS509 CS509

CS509 CS509

CS509 CS509

HOLD TOP SOIL ON ROOF

2X4 BLOCKING TO

WITH IN 6" OF EXISTING GRADE.

ESTABLISHED ELEVATIONS DO NOT LOCATE WINDOW

COORDINATE WITH CONTRACTING OFFICER IF

MACHINE GUN BUNKER ENTRANCE

MACHINE GUN BUNKER ENTRANCE

MACHINE GUN BUNKER

8" x 6" TREATED

TIMBERS (TYP.)

8" x 6" TREATED

TIMBERS (TYP.)

6" PEA GRAVEL DRAINAGE LAYER

6" PEA GRAVEL MATERIAL LAYER

HP 8 x 36 SEE

DETAIL CS511

SEE NOTE 5

SEE NOTE 5

FILTER FABRIC

FILTER FABRIC

1 NOT TO SCALE

W F -1

-R -0

POINT (B)

VERTICAL CONTROL

HORIZONTAL AND

DRAINAGE SWALE (TYP.)

8. SEE SHEET CS511 FOR SUBDRAIN DETAILS.

UNLESS OTHERWISE INDICATED.

7. WINDOW SHALL BE LOCATED ON UP-RANGE SIDE OF BUNKER

MIRROR IMAGE OF THE DETAIL SHOWN ON THIS DRAWING.

6. MACHINE GUN BUNKERS E-MGB-4, E-MGB-8, AND F-MGB-9 ARE

PATHS WILL NOT BE CONSTRUCTED FOR D-MGB-2 AND D-MGB-3.

WINDOW EACH ON UP-RANGE AND DOWN-RANGE SIDES. ACCESS

WINDOW LOCATIONS. D-MGB-2 AND D-MGB-3 WILL HAVE ONE

OBSTACLE (SEE SHEET CS510): BUNKERS WILL HAVE ALTERNATE

5. MACHINE GUN BUNKERS PROVIDED WITH THE TRENCH

POINT DATA.

4. SEE SHEET CS601 FOR HORIZONTAL AND VERTICAL CONTROL

3. SEE SHEETS CS108 THRU CS133 FOR TARGET LAYOUT.

TARGET VISIBILITY.

NATURAL SURROUNDINGS. GROUND COVER SHALL NOT REDUCE

REVEGETATED OR RESURFACED CONSISTENT WITH THE

2. AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE

AND BEHIND ALL WOOD WALLS BELOW GRADE.

TIMBERS. FILTER FABRIC SHALL BE INSTALLED ABOVE ROOF

1. WALLS AND ROOF SHALL BE CONSTRUCTED OF TREATED

GENERAL NOTES:

A

M G

E N

E R

A L R

E V

IS

IO

N S

W C

D

/0

/1

L

IC

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A T

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®of Engineers

US Army Corps

WOOD SHELTER

BRICK BUILDINGR127 AC

BRICK BUILDING

BRICK BUILDINGR127 AB

A R

M Y C

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P S O

F E

N G

IN

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K A

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A H

A D

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A U

T O

M A

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D I

N F

A N

T R

Y P

L A

T O

O N

B A

T T

L E C

O U

R S

E

N

P N

F

Y

F O

R T C

A R

S O

N

C O

L O

R A

D O

F C

B A

E S .d g n

B .W

L A

S C

H

IN

B .W

L A

S C

H

IN

ES404

S .O

T T

UP

TPX

T

PAD MOUNTED TRANSFORMER

Electrical Site Legend

SEE SHEET ES121

/2

/2

F -9

-0

W F -1

-R -0

40'10'0 20'

L E

C T

R

IC

A L S

IT

E P

L A

N

R O

C A

T yF(x)

IF "y" IS NOT INDICATED, ONE CABLE TO BE INSTALLED "y" INDICATES THE NUMBER OF CABLES IF "x" IS NOT INDICATED, 6 STRANDS TO BE INSTALLED "x" INDICATES THE NUMBER OF STRANDS

FIBER OPTIC CABLE RATED FOR DIRECT BURIAL

DIRECT BURIAL

UNDERGROUND PRIMARY FEEDER CABLE RATED FOR

EL501 AND EL502.

IN-GRADE LIGHT FIXTURE FOR FLAGPOLE. SEE SHEETS

BANK DETAILS.

2. SEE SHEET ES301 FOR DIRECT BURIAL AND CONCRETE ENCASED DUCT

TO BE INSTALLED IN A CONCRETE ENCASED DUCT BANK.

LOCATIONS OTHER THAN DEFINED WILL REQUIRE THE CONDUCTORS

ELECTRICAL OR COMMUNICATION LINES CROSSING ROADS AT

CROSSINGS. ANY DEVIATIONS TO DESIGN THAT RESULT IN

1. CONCRETE ENCASED DUCT BANK IS REQUIRED AT ALL ROAD

NOTE:

TOWER. SEE SHEETS ES101 AND ES102.

2. SUPPLY POWER FOR A-SIT-1 AND A-SIT-2 FROM CONTROL

PRIMARY SERVICE. SEE SHEETS ES101 AND ES580.

TOWER TO CAMERA TOWER ALONG SAME ROUTE AS

1. DIRECT BURY POWER AND DATA CABLES FROM CONTROL

KEYED NOTES:

SCALE: 1" = 20'

PHH NEW PRIMARY HANDHOLE, SEE SHEET ES302.

THH NEW COMMUNICATIONS HANDHOLE, SEE SHEET ES302.

EHH

ES302.

NEW SECONDARY ELECTRICAL HANDHOLE, SEE SHEET

PHH

EHH

EHH

THH

2F

UP

US

SHEET EP601 FOR SIZING

UNDERGROUND SECONDARY FEEDER CABLE SEE

UP

US

2F

US

US

US

US

US

US

US

US

C

C

S .O

T T

A M G

E N

E R

A L R

E V

IS

IO

N S

/2

/1

S .O

T T

/0

/1

A

M G

E N

E R

A L R

E V

IS

IO

N S

S .O

T T

4 PAIR, 8 WIRE, CAT 6 COPPER COMMUNICATION CABLE

TOWER

CONTROL

LATRINE

FIELD

CLASSROOM

OPS/STORAGE

RANGE FLAGPOLE

AA

T1

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

F

IL

E N

U M

B E

R

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

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

WOOD SHELTER

BRICK BUILDINGR127 AC

BRICK BUILDING

BRICK BUILDINGR127 AB

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

O M

A H

A D

IS

T R

IC

T

OMAHA DISTRICT

A U

T O

M A

T E

D I

N F

A N

T R

Y P

L A

T O

O N

B A

T T

L E C

O U

R S

E

N

P N

F

Y

F O

R T C

A R

S O

N

C O

L O

R A

UP

TPX

T

PAD MOUNTED TRANSFORMER

Electrical Site Legend

SEE SHEET ES121

40'10'0 20'

T yF(x)

IF "y" IS NOT INDICATED, ONE CABLE TO BE INSTALLED "y" INDICATES THE NUMBER OF CABLES IF "x" IS NOT INDICATED, 6 STRANDS TO BE INSTALLED "x" INDICATES THE NUMBER OF STRANDS

FIBER OPTIC CABLE RATED FOR DIRECT BURIAL

DIRECT BURIAL

UNDERGROUND PRIMARY FEEDER CABLE RATED FOR

EL501 AND EL502.

IN-GRADE LIGHT FIXTURE FOR FLAGPOLE. SEE SHEETS

BANK DETAILS.

2. SEE SHEET ES301 FOR DIRECT BURIAL AND CONCRETE ENCASED DUCT

TO BE INSTALLED IN A CONCRETE ENCASED DUCT BANK.

LOCATIONS OTHER THAN DEFINED WILL REQUIRE THE CONDUCTORS

ELECTRICAL OR COMMUNICATION LINES CROSSING ROADS AT

CROSSINGS. ANY DEVIATIONS TO DESIGN THAT RESULT IN

1. CONCRETE ENCASED DUCT BANK IS REQUIRED AT ALL ROAD

NOTE:

TOWER. SEE SHEETS ES101 AND ES102.

2. SUPPLY POWER FOR A-SIT-1 AND A-SIT-2 FROM CONTROL

PRIMARY SERVICE. SEE SHEETS ES101 AND ES580.

TOWER TO CAMERA TOWER ALONG SAME ROUTE AS

1. DIRECT BURY POWER AND DATA CABLES FROM CONTROL

KEYED NOTES:

SCALE: 1" = 20'

PHH NEW PRIMARY HANDHOLE, SEE SHEET ES302.

THH NEW COMMUNICATIONS HANDHOLE, SEE SHEET ES302.

EHH

ES302.

NEW SECONDARY ELECTRICAL HANDHOLE, SEE SHEET

PHH

EHH

EHH

THH

2F

UP

US

SHEET EP601 FOR SIZING

UNDERGROUND SECONDARY FEEDER CABLE SEE

UP

US

2F

US

US

US

US

US

US

US

US

C

C

F C

B A

E S

A .d g n

B .W

L A

S C

H

IN

B .W

L A

S C

H

IN

ES404A

S .O

T T

O N

E -L

IN

E O

P T

IO

N

R O

C A

S .O

T T

A M N

E W S

H E

E T

/2

/1

S .O

T T

4 PAIR, 8 WIRE, CAT 6 COPPER COMMUNICATION CABLE

/0

/1

A

M G

E N

E R

A L R

E V

IS

IO

N S

S .O

T T

TOWER

CONTROL

LATRINE

FIELD

CLASSROOM

OPS/STORAGE

RANGE FLAGPOLE

AA

T1

COVERED MESS

AMMO BREAKDOWN

BLEACHER ENCLOSURE

A-300AB

A-300AB

A-200AB

A-200AB

A-200AB

A-200AB

TUBE STEEL COLUMNS, SEE STRUCTURAL

COILING COUNTER

DOOR

CONCRETE SLAB

COUNTER

ROOF ABOVE

100A

B

3' - 0" 6' - 0" 3' - 0"

AMMO

BREAKDOWN

CONCRETE BOLLARD, (TYP.)

-SEE 2/A-580 FOR BOLLARD DETAILS

X WALL TYPE SEE SHEETS A-410

SYMBOLS LEGEND

X WINDOW TYPE SEE SHEETS A-600

X MATERIAL COLOR/FINISH LOCATION SEE

SHEETS A-200XX

LOUVER SEE - A-600LX CJ GWB CONTROL JOINT IN INTERIOR WALLS

FEC FIRE EXTINGUISHER CABINET SEE DETAILS A-581

SNOW GUARDS

PERIMETER OF

BUILDING BELOW

RIDGE CAP

/4

2' - 0"

A-520

MTL. RAIN DIVERTER

ABOVE. PERSONNEL DOOR

BELOW SNOW GUARD

-LENGTH SHALL MATCH

SNOW GUARD

2' - 0"

4" / 1'-0"4" / 1'-0"

GENERAL ROOF NOTES:

1. ALL DIMENSIONS ARE NOMINAL, UNLESS NOTED OTHERWISE.

2. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHTNING PROTECTIONS

TERMINALS.

3. DO NOT SCALE FROM DRAWINGS.

4. REFER TO CIVIL SITE PLAN FOR BUILDING LOCATION.

5. COORDINATE ALL ROOF PENETRATIONS WITH STANDING SEAM LOCATIONS.

6. ALL ROOFING, FLASHING, & ACCESSORIES TO BE INSTALLED IN ACCORDANCE WITH

SMACNA GUIDELINES.

7. ALL FINISHES TO BE FACTORY PRE-FINISHED.

8. ALL JOINTS, OPENINGS, & PENETRATIONS TO RECEIVE TAPE/FLASHING, CAULK,

GASKETS SEALANTS, AND/OR WEATHER STRIPPING AS REQUIRED.

9. ALL PENETRATIONS THROUGH ROOF SHALL BE INTEGRATED INTO THE CONTINUOUS

AIR BARRIER SYSTEM.

10. REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION.

PRE-FINISHED METAL

SOFFIT PANELS

OUTLINE OF ROOF

9' - 8"

9' - 5"

2X2 CEILING GRID

GWB CEILING

2X4 LIGHTING FIXTURE

AFFX'-X" CEILING HEIGHT

(ABOVE FINISH FLOOR)

CEILING LEGEND:

PENDANT FIXTURE

MTL. SOFFIT PANEL

ELECTRIC A/C

EXHAUST GRILL

RECESSED FIXTURE

REFLECTED CEILING PLAN NOTES:

1. DO NOT SCALE FROM DRAWINGS.

2. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL LIGHTING INFORMATION

3. REFER TO MECHANICAL DRAWINGS FOR DUCT & DIFFUSER INFORMATION

GENERAL NOTES:

1. ROOM FINISH SCHEDULES MAY BE FOUND ON A-600 SHEET.

2. DOOR SCHEDULES MAY BE FOUND ON A-600 SHEET.

3. WINDOW SCHEDULES MAY BE FOUND ON A-600 SHEETS.

4. DO NOT SCALE FROM DRAWINGS.

5. SEE CIVIL SITE PLAN FOR BUILDING LOCATION

6. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL WINDOW, DOOR, LOUVER,

AND OTHER OPENINGS PRIOR TO MANUFACTURING OR INSTALLING ANY SUCH ITEM.

ALL OPENINGS SIZES ARE NOMINAL. CONTRACTOR SHALL VERIFY THE ACTUAL SIZE

REQUIRED FOR EACH OPENING.

7. DIMENSIONS ARE TO CENTER LINE OF COLUMNS, FACE OF STEEL STUDS AND FACE OF

PRECAST WALLS.

US Army Corps of Engineers ® Omaha District

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A-101AB

A M

M O

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P L A

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E B

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S K

A

A M

P

A M

P

B R

G

B R

G

/2

/2

W F

-1 -R

-0

F -9

-0

F O

R T

C A

R S

O N

C

O L O

R A

D O

P N

F

Y

1/4" = 1'-0"A-101AB

1 FLOOR PLAN

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

A

M

G

E N

E R

A L R

E V

IS

IO

N S

-2

-2

A

M

G

E N

E R

A L R

E V

IS

IO

N S

-0

-2

PLAN NORTH

1/4" = 1'-0"A-101AB

2 ROOF PLAN

1/4" = 1'-0"A-101AB

3 CEILING PLAN

4' 8'0 2'

GENERAL ELEVATION NOTES:

1. SEE A-101XX FOR STRUCTURAL GRID DIMENSIONS.

2. SEE A-600 FOR WINDOW TYPES, LOUVER TYPES AND

DOOR NUMBERS NOT SHOWN ON THE ELEVATIONS.

3. SEE ROOF PLANS FOR SIZES AND LOCATIONS OF

OTHER ROOF ELEMENTS.

B.O. SOFFIT - AB

109' - 6"

F.F. - AB

100' - 0"

TUBE STEEL COLUMN

PRECAST CONCRETE PANEL

COILING COUNTER DOOR

MTL. WALL PANEL

SNOW GUARDS

MTL. FASCIA

MTL. ROOF PANEL

STRUCTURAL STOOP (SEE STRUCT.)

DOOR HEAD - AB

107' - 4"

T.O. RIDGE - AB

113' - 5"

3 3

CONCRETE BOLLARD, (TYP.)

-SEE 2/A-580 FOR DETAILS. 3

B.O. SOFFIT - AB

109' - 6"

F.F. - AB

100' - 0"

SNOW GUARDS

MTL. FASCIA

MTL. ROOF PANEL

T.O. RIDGE - AB

113' - 5"

B.O. SOFFIT - AB

109' - 6"

F.F. - AB

100' - 0"

PRECAST CONCRETE PANEL

MTL. FASCIA

MTL. ROOF PANEL

TUBE STEEL COLUMN

T.O. RIDGE - AB

113' - 5"

B.O. SOFFIT - AB

109' - 6"

F.F. - AB

100' - 0"

PRECAST CONCRETE PANEL

MTL. FASCIA

MTL. ROOF PANEL

HM DOOR & FRAME

SNOW GUARDS

DR HEAD - AB

107' - 2"

T.O. RIDGE - AB

113' - 5" 3

RED & WHITE LIGHT (TYP.)

1 SMOOTH FACE FAMILIAR BEIGE SHERWIN WILLIAMS SW6093

2 SPLIT FACE 8" x 16" FAMILIAR BEIGE GENERAL SHALE

3 SSMR/SOFFIT/FASCIA COLONIAL RED MBCI

4 METAL PANEL/LOUVERS BROWNSTONE MBCI

5 METAL TRIM (DOORS/FRAMES) FOOTHILLS SHERWIN WILLIAMS SW7514

6 ALUM WINDOWS CLEAR ANODIZED AA-M12C22A41

7 STRUCTURAL STEEL FOOTHILLS SHERWIN WILLIAMS SW7514

MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:

COLOR FINISH LEGEND

US Army Corps of Engineers ® Omaha District

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1 2 3 4 5

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A-200AB

B U

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T O

M A

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R A

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A

A M

P

A M

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B R

G

B R

G

/2

/2

W F

-1 -R

-0

F -9

-0

F O

R T

C A

R S

O N

C

O L O

R A

D O

P N

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M A

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A T

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A

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-2

-2

A

M

G

E N

E R

A L R

E V

IS

IO

N S

-0

-2

1/4" = 1'-0"A-200AB

1 NORTH ELEVATION

1/4" = 1'-0"A-200AB

2 SOUTH ELEVATION

1/4" = 1'-0"A-200AB

3 EAST ELEVATION

1/4" = 1'-0"A-200AB

4 WEST ELEVATION

4' 8'0 2'

AB-4

AB-7

D

C

C C

D D D

D D D D

C

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

AR

M

Y C

O R

PS

O

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D R

A W N

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B

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SU

B M

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D B

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SI

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C H

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D B

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AN

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FI

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IS

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U E

D

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C O

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1 2 3 4 5

D

C

B

A

E-101BE

BL

EA

C H

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E

N C

LO

SU

R E S

P

LA

N S

- O

PT

IO

N

AU

TO

M

AT

ED

IN

FA

N

TR

Y

PL

AT

O O

N B

A T

TL

E C

O U

R

SE

O M

A H A

D

IS

T R

IC

T O

M

AH

A, N

EB

R

AS

KA

B.

W

LA

SC

H

IN

B.

W

LA

SC

H

IN

S.

O

TT

S.

O

TT

/2

7/

W

F-

-R

-0

FO

R

T C

AR

SO

N , C

O

LO

R

AD

O

PN

7 2

(F

Y 1 7)

M

AR

K D

ES

C

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IP

TI

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R ev is io n

D at e

1/4" = 1'-0"E-101BE

1 BLEACHER ENCLOSURES POWER PLAN

1/4" = 1'-0"E-101BE

2 BLEACHER ENCLOSURES LIGHTING PLAN

1/4" = 1'-0"E-101BE

3 BLEACHER ENCLOSURE GROUNDING PLAN

GENERAL NOTES:

1. ALL UNDERGROUND CONDUCTOR BONDS SHALL BE EXOTHERMICALLY

WELDED.

2. LIGHTNING PROTECTION SYSTEM SHALL BE PROVIDED BY A UNITED

LABORATORIES LISTED INSTALLER.

3. REFER TO SHEETS EL501 AND EL502 FOR LUMINAIRE SCHEDULE AND

LUMINAIRE DETAILS.

4. REFER TO SHEET EP602 FOR PANEL SCHEDULES.

5. PROVIDE STRUCTURAL MOUNTING WITH METAL BRACES THAT RIGIDLY

SUPPORT BOXES/FIXTURES.

6. NFPA 780, CLASS I MATERIALS SHALL BE PROVIDED FOR THE

LIGHTNING PROTECTION SYSTEM. MAIN CONDUCTOR: #2 AWG MIN.

7. EXPOSE CONDUIT WITH SURFACE MOUNTED DEVICES, OUTLETS, AND

PANELS WHENEVER POSSIBLE.

8. ASSURE EQUIPMENT, DEVICES, BOXES, CONDUIT BODIES, AND

HANDHOLE ENCLOSURES ARE ACCESSIBLE AND/OR READILY

ACCESSABLE AS REQUIRED BY NFPA 70.

9. CONNECT LIGHTNING PROTECTION SYSTEM TO SNOW RETENTION

DEVICES WHERE APPLICABLE.

10. REFER TO SHEET EG501 FOR LIGHTNING PROTECTION AND

GROUNDING DETAILS.

KEYED NOTES:

1. EXOTHERMICALLY WELDED CONNECTION. CONNECTIONS WITHIN

GROUND WELLS MUST BE BOLTED. SEE SHEET EG501. TYPICAL.

2. 3/4" DIAMETER X 12' - 0" COPPER CLAD GROUND ROD AND GROUNDING

WELL. SEE SHEET EG501. TYPICAL.

3. #2 AWG COPPER BUILDING PERIMETER COUNTERPOISE CONDUCTOR,

TYPICAL. BURIAL DEPTH SHALL BE 36", MIN.

4. ASSURE ALL GROUNDING MEDIA IN OR ON THE BLEACHER ENCLOSURE

STRUCTURE IS INTERCONNECTED WITH THE LIGHTNING PROTECTION

SYSTEM TO PROVIDE COMMON GROUND POTENTIAL. THE DOWN

CONDUCTORS SHALL BE RUN DOWN THE COLUMN IN PVC CONDUIT.

TYPICAL.

5. BOND METAL BLEACHERS TO GROUNDING SYSTEM WITH #6 AWG BARE

COPPER CABLE TO PROVIDE COMMON GROUND POTENTIAL.

6. BOND BLEACHER RISERS TOGETHER WITH #6 AWG BARE COPPER.

7. RED AND WHITE LIGHTING SHALL BE SEPARATELY SWITCHED. LABEL

LIGHT SWITCHES PER USE "RED" AND "WHITE". PROVIDE "WHITE" SWITCH

WEATHERPROOF COVER WITH A LOCKING TAB. SEE SHEET EL501.

8. 24" NICKEL TIPPED, COPPER CLAD AIR TERMINAL. SEE SHEET EG501 FOR

MOUNTING. MAIN LIGHTNING PROTECTION CABLE SIZED #2 AWG MIN.

TYPICAL.

4' 8'0 2'

PLAN NORTH

A

M

G

EN

ER

AL

R

EV

IS

IO

-2 6-

G

EN

ER

AL

R

EV

IS

IO

-0 2-

B CMA CM

4 CM

3 CM

2 CM

1 CM

COVERED MESS

AB-6

AB-5

WP

G

WP

G

WP

G

WP

G

WP

G

WP

G

WP

G

WP

G

B CMA CM

4 CM

3 CM

2 CM

1 CM

US Army Corps of Engineers ® Omaha District

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E-101CM

C O

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E S S

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AU

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IN

FA

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PL

AT

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O M

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IS

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AH

A, N

EB

R

AS

KA

B.

W

LA

SC

H

IN

B.

W

LA

SC

H

IN

S.

O

TT

S.

O

TT

/2

7/

W

F-

-R

-0

FO

R

T C

AR

SO

N , C

O

LO

R

AD

O

PN

7 2

(F

Y 1 7)

M

AR

K D

ES

C

R

IP

TI

O

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AT

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R ev is io n

D at e

1/4" = 1'-0"E-101CM

1 COVERED MESS POWER PLAN

1/4" = 1'-0"E-101CM

2 COVERED MESS GROUNDING PLAN

GENERAL NOTES:

1. ALL UNDERGROUND CONDUCTOR BONDS SHALL BE EXOTHERMICALLY

WELDED.

2. LIGHTNING PROTECTION SYSTEM SHALL BE PROVIDED BY A UNITED

LABORATORIES LISTED INSTALLER.

3. REFER TO SHEETS EL501 AND EL502 FOR LUMINAIRE SCHEDULE AND

LUMINAIRE DETAILS.

4. REFER TO SHEET EP602 FOR PANEL SCHEDULES.

5. PROVIDE STRUCTURAL MOUNTING WITH METAL BRACES THAT RIGIDLY

SUPPORT BOXES/FIXTURES.

6. NFPA 780, CLASS I MATERIALS SHALL BE PROVIDED FOR THE LIGHTNING

PROTECTION SYSTEM. MAIN CONDUCTOR: #2 AWG MIN.

8. EXPOSE CONDUIT WITH SURFACE MOUNTED DEVICES, OUTLETS, AND

PANELS WHENEVER POSSIBLE.

9. ASSURE EQUIPMENT, DEVICES, BOXES, CONDUIT BODIES, AND

HANDHOLE ENCLOSURES ARE ACCESSIBLE AND/OR READILY ACCESSABLE

AS REQUIRED BY NFPA 70.

10. CONNECT LIGHTNING PROTECTION SYSTEM TO SNOW RETENTION

DEVICES WHERE APPLICABLE.

11. REFER TO SHEET EG501 FOR LIGHTNING PROTECTION AND

GROUNDING DETAILS.

12. COVERED MESS BUILDING NOW AN OPTION.

KEYED NOTES:

1. EXOTHERMICALLY WELDED CONNECTION. CONNECTIONS WITHIN

GROUND WELLS MUST BE BOLTED. SEE SHEET EG501. TYPICAL.

2. 3/4" DIAMETER X 12' - 0" COPPER CLAD GROUND ROD AND GROUNDING

WELL. SEE SHEET EG501. TYPICAL.

3. #2 AWG COPPER BUILDING PERIMETER COUNTERPOISE CONDUCTOR,

TYPICAL. BURIAL DEPTH SHALL BE 36", MIN.

4. ASSURE ALL GROUNDING MEDIA IN OR ON THE COVERED MESS

STRUCTURE IS INTERCONNECTED WITH THE LIGHTNING PROTECTION

SYSTEM TO PROVIDE COMMON GROUND POTENTIAL. THE DOWN

CONDUCTORS SHALL BE RUN DOWN THE COLUMN IN PVC CONDUIT.

TYPICAL.

5. BOND METAL TABLES AND BENCHES TO GROUNDING SYSTEM WITH #6

AWG BARE COPPER CABLE TO PROVIDE COMMON GROUND POTENTIAL.

TYPICAL

6. BOND DISCONTINUOUS TABLES AND BENCHES TOGETHER WITH #6

AWG BARE COPPER. TYPICAL.

7. 24" NICKEL TIPPED, COPPER CLAD AIR TERMINAL. SEE SHEET EG501

FOR MOUNTING. MAIN LIGHTNING PROTECTION CABLE SIZED #2 AWG MIN.

TYPICAL.

8. MOUNT RECEPTACLES VERTICALLY UNDERNEATH TABLE TOP.

5 6

PLAN NORTH

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CT-2

CONTROL ROOM

CT-12

COMM

CABINET

,14

CT-4,6

CT-4,6

MS-5

MU-5

US Army Corps of Engineers ® Omaha District

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-R

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1/4" = 1'-0"E-101CT

1 CONTROL TOWER POWER PLAN - 1ST FLOOR

1/4" = 1'-0"E-101CT

2 CONTROL TOWER POWER PLAN - 3RD FLOOR

1/4" = 1'-0"E-101CT

3 CONTROL TOWER GROUNDING PLAN

GENERAL NOTES:

1. ALL UNDERGROUND CONDUCTOR BONDS SHALL BE EXOTHERMICALLY

WELDED.

2. LIGHTNING PROTECTION SYSTEM SHALL BE PROVIDED BY A UNITED

LABORATORIES LISTED INSTALLER.

3. REFER TO SHEETS EL501 AND EL502 FOR LUMINAIRE SCHEDULE AND

LUMINAIRE DETAILS.

4. REFER TO SHEET EP602 FOR PANEL SCHEDULES.

5. PROVIDE STRUCTURAL MOUNTING WITH METAL BRACES THAT RIGIDLY

SUPPORT BOXES/FIXTURES.

6. NFPA 780, CLASS I MATERIALS SHALL BE PROVIDED FOR THE LIGHTNING

PROTECTION SYSTEM. MAIN CONDUCTOR: #2 AWG MIN.

7. EXPOSE CONDUIT WITH SURFACE MOUNTED DEVICES, OUTLETS, AND

PANELS WHENEVER POSSIBLE.

8. ASSURE EQUIPMENT, DEVICES, BOXES, CONDUIT BODIES, AND

HANDHOLE ENCLOSURES ARE ACCESSIBLE AND/OR READILY

ACCESSABLE AS REQUIRED BY NFPA 70.

9. CONNECT LIGHTNING PROTECTION SYSTEM TO SNOW RETENTION

DEVICES WHEN APPLICABLE.

10. REFER TO SHEET EG501 FOR LIGHTNING PROTECTION AND

GROUNDING DETAILS.

KEYED NOTES:

1. EXOTHERMICALLY WELDED CONNECTION. CONNECTIONS WITHIN

GROUND WELLS MUST BE BOLTED. TYPICAL.

2. 3/4" DIAMETER X 12' - 0" COPPER CLAD GROUND ROD AND GROUNDING

WELL. SEE SHEET EG501. TYPICAL.

3. #2 AWG COPPER BUILDING PERIMETER COUNTERPOISE CONDUCTOR,

TYPICAL. BURIAL DEPTH SHALL BE 36", MIN.

4. ASSURE ALL GROUNDING MEDIA IN OR ON THE CONTROL TOWER

STRUCTURE IS INTERCONNECTED WITH THE LIGHTNING PROTECTION

SYSTEM TO PROVIDE COMMON GROUND POTENTIAL. THE DOWN

CONDUCTOR SHALL BE RUN DOWN THE COLUMN IN PVC CONDUIT.

TYPICAL.

5. 36" HIGH X 36" WIDE X 12" DEEP WALL MOUNTED COMMUNICATIONS

RACK, VENTILATED PERFORATED METAL SIDES, AND FAN MOUNTED AT

TOP OF CABINET. SEE SHEET TN501.

6. RUN WIREWAY VERTICALLY THROUGH FLOOR AND STUB UP

UNDERNEATH COUNTERTOP AND UNDERNEATH COMM RACK.

7. 24" NICKEL TIPPED, COPPER CLAD AIR TERMINAL. SEE SHEET EG501 FOR

MOUNTING. MAIN LIGHTNING PROTECTION CONDUCTOR SIZED #2 AWG MIN.

TYPICAL.

8. SPLIT-WIRED 120V RECEPTACLE WITH TWO CIRCUITS MOUNTED IN

COMMUNICATIONS CABINET.

9. 36" W X 48"H X 12"D NEMA 4 CABINET WITH LOCKABLE HASP FOR

COMMUNICATION CABLING. MOUNT TO UNISTRUT STAND.

10. 2 EACH 4" CONDUITS FROM CABINET TO INSTRUMENTATION DATA

TERMINATION RACK, EACH WITH 4 EA. 1.25" INNERDUCTS.

11. PROVIDE POWER FOR TARGETS A-SIT-1 AND A-SIT-2 FROM PANEL MDP.

SEE SITE SHEETS FOR CIRCUIT ROUTING.

12. DATA JACK FED FROM COMMUNICATIONS CABINET BY FIBER OPTIC

CABLE FROM BUILDING 127AB

13. DATA JACKS FED FROM COMMUNICATIONS CABINET BY FIBER OPTIC

CABLE FROM CAMERA TOWER.

14. 3/4" CONDUIT WITH CAT 6 COPPER CABLE TO OPS/STORAGE DATA

SWITCH.

15. GROUND COMM RACK CABINET GROUND BAR TO STRUCTURAL STEEL

USING #6 AWG.

16. PROVIDE 60A AND 20A CIRCUITS (CT-7,9 AND CT-8) TO CAMERA

TOWER FOR POWER AND CONTROLS. USE SAME TRENCH AS PRIMARY

POWER.

17. #4/0 AWG GROUND CONNECTION FROM PANEL MDP TO PERIMETER

COUNTERPOISE.

1 2

11 12

COMM

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MECH ROOM

MEN'S LATRINE

WOMEN'S

LATRINE

FL-7,9

FL-6,8

UH-2 UH-3

EF-3 EF-2

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US Army Corps of Engineers ® Omaha District

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1/4" = 1'-0"E-101FL

1 FIELD LATRINE POWER PLAN

1/4" = 1'-0"E-101FL

2 FIELD LATRINE LIGHTING PLAN

1/4" = 1'-0"E-101FL

3 FIELD LATRINE GROUNDING PLAN

GENERAL NOTES:

1. ALL UNDERGROUND CONDUCTOR BONDS SHALL BE EXOTHERMICALLY

WELDED.

2. LIGHTNING PROTECTION SYSTEM SHALL BE PROVIDED BY A UNITED

LABORATORIES LISTED INSTALLER.

3. REFER TO SHEETS EL501 AND EL502 FOR LUMINAIRE SCHEDULE AND

LUMINAIRE DETAILS.

4. REFER TO SHEET EP602 FOR PANEL SCHEDULES.

5. PROVIDE STRUCTURAL MOUNTING WITH METAL BRACES THAT RIGIDLY

SUPPORT BOXES/FIXTURES.

6. NFPA 780, CLASS I MATERIALS SHALL BE PROVIDED FOR THE LIGHTNING

PROTECTION SYSTEM. MAIN CONDUCTOR: #2 AWG MIN.

7. EXPOSE CONDUIT WITH SURFACE MOUNTED DEVICES, OUTLETS, AND

PANELS WHENEVER POSSIBLE.

8. ASSURE EQUIPMENT, DEVICES, BOXES, CONDUIT BODIES, AND

HANDHOLE ENCLOSURES ARE ACCESSIBLE AND/OR READILY

ACCESSABLE AS REQUIRED BY NFPA 70.

9. REFER TO SHEET EG501 FOR LIGHTNING PROTECTION AND

GROUNDING DETAILS.

10. SERVICE ENTRANCE FEEDERS ENTER EXPOSED ON THE EXTERIOR

OF THE BUILDING.

KEYED NOTES:

1. EXOTHERMICALLY WELDED CONNECTION. CONNECTIONS WITHIN

GROUND WELLS TO BE BOLTED. TYPICAL.

2. 3/4" DIAMETER X 12' - 0" COPPER CLAD GROUND ROD AND GROUNDING

WELL. SEE SHEET EG501. TYPICAL.

3. #2 AWG COPPER BUILDING PERIMETER COUNTERPOISE CONDUCTOR,

TYPICAL. BURIAL DEPTH SHALL BE 36", MIN.

4. ASSURE ALL GROUNDING MEDIA IN OR ON THECOVERED MESS

STRUCTURE IS INTERCONNECTED WITH THE LIGHTNING PROTECTION

SYSTEM TO PROVIDE COMMON GROUND POTENTIAL. THE DOWN

CONDUCTOR SHALL BE RUN DOWN THE COLUMN IN PVC CONDUIT.

TYPICAL.

5. RED AND WHITE LIGHTING SHALL BE SEPARATELY SWITCHED. LABEL

LIGHT SWITCHES PER USE "RED EXTERIOR", "WHITE EXTERIOR", WHITE

INTERIOR. PROVIDE "WHITE SWITCH WEATHERPROOF COVERS WITH A

LOCKING TAB. SEE SHEET EL501.

6. 24" NICKEL TIPPED, COPPER CLAD AIR TERMINAL. SEE SHEET EG501

FOR MOUNTING. MAIN LIGHTNING PROTECTION CONDUCTOR SIZED #2

MIN. TYPICAL.

7. BOND EXHAUST FANS TO MAIN LIGHTNING PROTECTION CONDUCTOR

WITH #6 AWG. TYPICAL.

1 2

PLAN NORTH

4' 8'0 2'

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STORAGE

OFFICE

Panel OS

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1/4" = 1'-0"E-101OS

1 OPERATIONS/STORAGE POWER PLAN

1/4" = 1'-0"E-101OS

2 OPERATIONS/STORAGE LIGHTING PLAN

1/4" = 1'-0"E-101OS

3 OPERATIONS STORAGE GROUNDING PLAN

GENERAL NOTES:

1. ALL UNDERGROUND CONDUCTOR BONDS SHALL BE

EXOTHERMICALLY WELDED.

2. LIGHTNING PROTECTION SYSTEM SHALL BE PROVIDED BY A UNITED

LABORATORIES LISTED INSTALLER.

3. REFER TO SHEETS EL501 AND EL502 FOR LUMINAIRE SCHEDULE AND

LUMINAIRE DETAILS.

4. REFER TO SHEET EP602 FOR PANEL SCHEDULES.

5. PROVIDE STRUCTURAL MOUNTING WITH METAL BRACES THAT

RIGIDLY SUPPORT BOXES/FIXTURES.

6. NFPA 780, CLASS I MATERIALS SHALL BE PROVIDED FOR THE

LIGHTNING PROTECTION SYSTEM. MAIN CONDUCTOR: #2 AWG MIN.

7. EXPOSE CONDUIT WITH SURFACE MOUNTED DEVICES, OUTLETS, AND

PANELS WHENEVER POSSIBLE.

8. ASSURE EQUIPMENT, DEVICES, BOXES, CONDUIT BODIES, AND

HANDHOLE ENCLOSURES ARE ACCESSIBLE AND/OR READILY

ACCESSABLE AS REQUIRED BY NFPA 70.

9. REFER TO SHEET EG501 FOR LIGHTNING PROTECTION AND

GROUNDING DETAILS.

10. SERVICE ENTRANCE FEEDERS WILL ENTER EXPOSED ON THE

EXTERIOR OF THE BUILDING.

KEYED NOTES:

1. EXOTHERMICALLY WELDED CONNECTION. CONNECTIONS WITHIN

GROUND WELLS MUST BE BOLTED. TYPICAL.

2. 3/4" DIAMETER X 12' - 0" COPPER CLAD GROUND ROD AND GROUNDING

WELL. SEE SHEET EG501. TYPICAL.

3. #2 AWG COPPER BUILDING PERIMETER COUNTERPOISE CONDUCTOR,

TYPICAL. BURIAL DEPTH SHALL BE 36", MIN.

4. ASSURE ALL GROUNDING MEDIA IN OR ON THECOVERED MESS

STRUCTURE IS INTERCONNECTED WITH THE LIGHTNING PROTECTION

SYSTEM TO PROVIDE COMMON GROUND POTENTIAL. THE DOWN

CONDUCTOR SHALL BE RUN DOWN THE COLUMN IN PVC CONDUIT.

TYPICAL.

5. RED AND WHITE LIGHTING SHALL BE SEPARATELY SWITCHED. LABEL

LIGHT SWITCHES PER USE "RED EXTERIOR", "WHITE EXTERIOR", WHITE

INTERIOR. PROVIDE "WHITE SWITCH WEATHERPROOF COVERS WITH A

LOCKING TAB. SEE SHEET EL501.

6. 24" NICKEL TIPPED, COPPER CLAD AIR TERMINAL. SEE SHEET EG501

FOR MOUNTING. MAIN LIGHTNING PROTECTION CONDUCTOR SIZED TO #2

AWG MIN. TYPICAL.

7. 3/4" CONDUIT TO CONTROL TOWER FOR PHONE LINE.

8. DATA SWITCH IN WALL-MOUNTED COMM CABINET ON COMM

BACKBOARD. REFER TO COMMUNICATION DETAILS ON SHEET TN501

FOR ADDITIONAL INFORMATION.

9. PROVIDE 4'W X 8'H X 3/4" THICK PLYWOOD COMMUNICATIONS

BACKBOARD AS INDICATED WITH FIRE RESISTANT INSULATING PAINT

FINISH. MOUNT PLYWOOD BACKBOARD VERTICALLY.

1 2

8 9

4' 8'0 2' 8'0 4' 16'

PLAN NORTH

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3 3

RC-1

RC-2

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CLASSROOM

RC-4

MS-1

MS-3

MS-2

RC-3,5

RC-3,5

MU-1

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RC-3,5

CLASSROOM

RC-9

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US Army Corps of Engineers ® Omaha District

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1/4" = 1'-0"E-101RC

1 RANGE CLASSROOM POWER PLAN

1/4" = 1'-0"E-101RC

2 RANGE CLASSROOM LIGHTING PLAN

1/4" = 1'-0"E-101RC

3 RANGE CLASSROOM GROUNDING PLAN

GENERAL NOTES:

1. ALL UNDERGROUND CONDUCTOR BONDS SHALL BE EXOTHERMICALLY

WELDED.

2. LIGHTNING PROTECTION SYSTEM SHALL BE PROVIDED BY A UNITED

LABORATORIES LISTED INSTALLER.

3. REFER TO SHEETS EL501 AND EL502 FOR LUMINAIRE SCHEDULE AND

LUMINAIRE DETAILS.

4. REFER TO SHEET EP602 FOR PANEL SCHEDULES.

5. PROVIDE STRUCTURAL MOUNTING WITH METAL BRACES THAT RIGIDLY

SUPPORT BOXES/FIXTURES.

6. NFPA 780, CLASS I MATERIALS SHALL BE PROVIDED FOR THE

LIGHTNING PROTECTION SYSTEM. MAIN CONDUCTOR: #2 AWG MIN.

7. EXPOSE CONDUIT WITH SURFACE MOUNTED DEVICES, OUTLETS, AND

PANELS WHENEVER POSSIBLE.

8. ASSURE EQUIPMENT, DEVICES, BOXES, CONDUIT BODIES, AND

HANDHOLE ENCLOSURES ARE ACCESSIBLE AND/OR READILY

ACCESSABLE AS REQUIRED BY NFPA 70.

9. REFER TO SHEET EG501 FOR LIGHTNING PROTECTION AND GROUNDING

DETAILS.

10. SERVICE ENTRANCE FEEDERS WILL ENTER EXPOSED ON THE

EXTERIOR OF THE BUILDING.

KEYED NOTES:

1. EXOTHERMICALLY WELDED CONNECTION. CONNECTIONS WITHIN

GROUND WELLS MUST BE BOLTED. TYPICAL.

2. 3/4" DIAMETER X 12' - 0" COPPER CLAD GROUND ROD AND GROUNDING

WELL. SEE SHEET EG501. TYPICAL.

3. #2 AWG COPPER BUILDING PERIMETER COUNTERPOISE CONDUCTOR,

TYPICAL. BURIAL DEPTH SHALL BE 36", MIN.

4. ASSURE ALL GROUNDING MEDIA IN OR ON THECOVERED MESS

STRUCTURE IS INTERCONNECTED WITH THE LIGHTNING PROTECTION

SYSTEM TO PROVIDE COMMON GROUND POTENTIAL. THE DOWN

CONDUCTOR SHALL BE RUN DOWN THE COLUMN IN PVC CONDUIT.

TYPICAL.

5. RED AND WHITE LIGHTING SHALL BE SEPARATELY SWITCHED. LABEL

LIGHT SWITCHES PER USE "RED EXTERIOR", "WHITE EXTERIOR", WHITE

INTERIOR. PROVIDE "WHITE SWITCH WEATHERPROOF COVERS WITH A

LOCKING TAB. SEE SHEET EL501.

6. 24" NICKEL TIPPED, COPPER CLAD AIR TERMINAL. SEE SHEET EG501

FOR MOUNTING. MAIN LIGHTNING PROTECTION CONDUCTOR SIZED #2

AWG MIN. TYPICAL.

1 2

PLAN NORTH

4' 8'0 2'

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IDENTIFICATION

SHEET

D A

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A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

TN501

DATA OUTLET

NOT TO SCALE

DOUBLE DUPLEX RECEPTACLE.

PATCH PANEL BY NEC.

COPPER CABLES FROM SWITCH TO

RECEPTACLE.

POWER FROM THE DOUBLE DUPLEX

FLOW ACROSS THE SWITCH. PROVIDE

ABLE TO PROVIDE CONTINUOUS AIR

SIZED FOR THE SWITCH LOAD, AND

PROVIDE CABINET COOLING FAN UNIT,

PROVIDED TO THE USER.

SHALL BE LOCKABLE. KEYING SHALL BE

ENCLOSURE WITH HINDGED COVER. COVER

PROVIDE NEMA 1, 36" BY 36" BY 12" DEEP,

OPS/STORAGE BUILDING.

LOCATED IN 110 OFFICE IN THE

CONTROL TOWER AND TO DATA SWITCH

LOCATED IN 101 CONTROL ROOM IN THE

3/4" CONDUITS, TO DATA JACKS

LAN SWITCH BY THE USER.

12 PORT SINGLE MODE FIBER OPTIC

W/8-PIN MODULAR CONNECTORS.

12 PORT CAT 6 PATCH PANEL

STRUCTURE.

PROVIDE SWITCH SUPPORT

GROUND LUG FOR BONDING.

PROVIDE GROUND BAR AND CABINET

BELOW FINISHED CEILING.

BACKBOARD. PLACE BACKBOARD 12"

FIRE RATED AND PAINTED PLYWOOD

MOUNT CABINET AND CONDUITS ON

TERMINATE.

OUTLET TO PATCH PANEL AND

PROVIDE COPPER CABLES FROM

127AB. SEE PLANS FOR ROUTING.

FOR DIRECT BURIAL FROM BUILDING

6 STRAND SM FIBER OPTIC CABLE RATED

TOWER. SEE PLANS FOR ROUTING.

FOR DIRECT BURIAL FROM CAMERA

6 STRAND SM FIBER OPTIC CABLE RATED

FINISHED FLOOR

A F F

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STATION LABEL

DATA

B .W

L A

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IN

B .W

L A

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H

IN

TN501

S .O

T T

S .O

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NOTES:

1. SEE COLOR CODE SCHEDULE ON THIS SHEET

FOR CABLE AND JACK COLORS.

2. -- INDICATES BLANK PORT.

3. WHERE BLANK PORT EXISTS (--) PROVIDE ONE

(1) PULL WIRE TO NEAREST TELECOM ROOM.

DATA

A

STATION LABEL

TYPE

DATA (NIPRNET)

VOICE

LETTER

D

V

JACK

ORANGE

BLUE

WHITE

BLUE

CABLE

COMMUNICATIONS COLOR CODE DESIGNATION SCHEDULE

ALL COMM OUTLETS SHALL BE 8-PIN RJ-45 U.O.N.

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8 T3 R3 T2 R1 T1 R2 T4 R4

W /G

R

G R

W /O

R

BL O

R BRW

/B

L

W /B

R

COLOR

PIN

NUMBER

1 WHITE-GREEN

WHITE-ORANGE3

WHITE-BROWN7

T-568A WIRING

CONFIGURATION

GREEN

BLUE

WHITE-BLUE

ORANGE

BROWN

PAIR 3

PAIR 4

PAIR 1PAIR 2

SYMBOL A

COMMUNICATIONS OUTLET

CONFIGURATIONS

PORT

B C DLABEL

VD VD2D

2V

N/A D

D D2D

D VN/A

VW

DETAIL

(TN501)

D D4D 3D D

TN501

DATA OUTLET

NOT TO SCALE

TN501

T-568A WIRING CONFIGURATION

NOT TO SCALE

TN502

TYPICAL DATA AND VOICE OUTLET MOUNTING DETAIL

NTS

TN502

TYPICAL OUTLET SURFACE MOUNTING DETAIL

NTS

JUNCTION BOX. SEE

SPECIFICATION 26 20 00

FOR MINIMUM SIZES.

SINGLE GANG COVER WITH

JACKS INDICATED. MOUNT

DEVICE COVER ON SURFACE

BOX REDUCER COVER.

CABLES IN 1" CONDUIT MINIMUM.

SIPRNET OUTLETS SHALL HAVE PDS

RACEWAY FROM SECURE ENCLOSURE

TO SIPRNET ROOM.

WALL

BELL BONDING BUSHING AT END OF

CONDUIT BEFORE CABLE TRAY. PROVIDE

#6 BONDING WIRE FROM BUSHING TO

CABLE TRAY GROUND WIRE.

CABLES IN 1"

CONDUIT

MINIMUM.

JUNCTION BOX. SEE

SPECIFICATION 26 20 00 FOR

MINIMUM SIZES.

SINGLE GANG COVER

WITH JACKS INDICATED.

MOUNT DEVICE COVER

FLUSH ON WALL.

GENERAL TELECOMMUNICATIONS NOTES:

(APPLICABLE TO ALL EG TN### SHEETS)

1. REFER TO SHEET TN501 FOR COMMUNICATIONS LETTER DESINATIONS AND JACK AND CABLE COLOR.

2. ALL CABLES SHALL BE SECURED WITH VELCRO TYPE CABLE RETAINERS. NO RATCHET-TYEP CABLE (ZIP) TIES SHALL

BE SUED ON HORIXONTAL CABLING.

3. FIRE SEAL PENETRATION AFTER CABLE INSTALLATION FOR CONDUIT PENETRATIONS THROUGH AIR BARRIERS.

4. JUNCTION BOXES AND ASSOCIATED CONDUIT LOCATED ON PRECAST CONCRETE WALLS SHALL BE SURFACE

MOUNTED.

5. TELECOMMUNICTIONS PENETRATION OPENINGS THROUGH AIR BARRIERS SHALL COMPLY WITH THE BUILDING AIR BARRIER REQUIRMENTS. CORRECT ALL PENETRATIONS THAT ARE DETERMINED DEFICIENT DURING TESTING. SEE

ARCHITECTURE FOR SEALING PENETRATIONS.

6. DO NOT PENETRATE STRUCTURAL COLUMNS, BEAMS, AND TRUSSES. AFIX DEVICES AND RACEWAY WITH BEAM C- CLAMPS, BRACKETS, CLIPS, UNISTRUT, AND OTHER NON-PENETRATING AND NON-ADHESIVE HARDWARE.

7. COORIDNATE TELECOMMUNICATIONS OUTLETS WITH POWER RECEPTACLES (EP DRAWING SERIES). SPACING SHALL

BE NO GREATER THAN 12" CENTER TO CENTER.

US Army Corps of Engineers ® Omaha District

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TA

STANDARD OUTLET

OUTLET/PATCH PANEL LABELS

107-A-2-48

PORT NUMBER

RACK IDENTIFICATION

SEE KEYED NOTES ON SHEET TN601

FOR SIZE OF WIRE MANAGERS.

THE TELECOMMUNICATIONS SYSTEM LABELING MUST BE DONE IAW THE FOLLOWING GUIDELINES. ALL OUTLETS AND PATCH PANEL POSITIONS MUST BE LABELED AS TO THEIR FUNCTION (I.E., VOICE, NIPRNET, ULLS-A, OR SIPRNET) AND WITH A UNIQUE IDENTIFIER CODE.

(1) DATA PORT: ON THE USER END, THE DATA PORT WILL BE LABELED IDENTIFYING THE TELECOM ROOM THE DROP IS BEING FED FROM, FOLLOWED BY THE RACK IDENTIFICATION IN THAT TELECOM ROOM. THE CABLE BEING TERMINTAED ON A PATCH PANEL WILL BE IDENTIFIED WITH A NUMERICAL SEQUENCE OF THE

AMOUNT OF PATCH PANELS, FOLLOWED BY THE PORT NUMBER ON THAT PATCH PANEL.

(2) EACH ROOM SHALL BE LABELED IN SEQUENCE BEGINING WITH FIRST OUTLET FROM LEFT OF THE ROOM AND

CLOCKWISE AROUND THE ROOM.

(3) PATCH PANELS SHALL BE IN ORDER OF ROOM NUMBER BEGINNING WITH LOWEST ROOM NUMBER.

THE REMOVAL OF THE DASHES BETWEEN THE FIRST THREE (3) DESIGNATORS ARE ALLOWED FOR MORE SPACE ON FACEPLATE AND PATCH PANEL "DESIGNATOR STRIPS". FOR EXAMPLE, "140A2-48" IN PLACE OF "140-A-2-48".

1. ALL LABELING DESIGNATIONS SHALL BE DONE

USING A STANDARD COMMERCIAL LABELING

PRODUCT TO ENSURE LEGIBILITY. HANDWRITTEN

LABELS MUST NOT BE USED FOR THE FINAL

CONFIGURATION.

2. ALL DATA DROPS SHOULD BE

CONSOLIDATED INTO THEIR OWN RESPECTIVE

PATCH PANELS.

3. ALL PATCH PANELS SHALL HAVE SLIDE-IN

PLASTIC COVER TYPE LABEL ABOVE EACH PORT.

STICK-ON TAPE SHALL NOT BE USED.

TELECOMMUNICATIONS

ROOM NUMBER 107-A-2-48

PATCH PANEL IDENTIFICATION

PATCH PANEL LABELS

AFFIX PANEL ID LABEL

ON LEFT SIDE

PROVIDE A SINGLE-SIDED HORIZONTAL CABLE

MANAGEMENT SECTION UNDER EACH PATCH

PANEL.

CABLE TO HAVE ID WITH OUTLET/PORT

LABEL WITHIN 6" OF TERMINATION.

ABOVE PORT GIVE ROOM, TYP.,

LOCATION ID IN INDICATOR WINDOW

SLIDE IN PLASTIC COVER TYPE LABEL,

TYP.

124 D1 124 D2

124 D3 124 D4

124 D5 124 D6

124 D7 124 D8

TN504

PATCH PANEL DIAGRAM

NOT TO SCALE

TN504

OUTLET PANEL LABELS

NOT TO SCALE

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WIRE MANAGEMANT 1U

NETWORK SWITCH SPACE 1U

TN601

WALL-MOUNT COMMUNICATION CABINET

NTS

TN601

COMMUNICATIONS CONNECTION DETAIL

NTS

TN601

COMMUNICATIONS RISER DIAGRAM

NTS

BUILDING

127AB

THIRD FLOOR

OSP

NEW

CHH

THIRD FLOOR

OSP

4. DUCT STUP-UPS FOR DATA AND COMMUNICATIONS CABLING SHALL

BE SEALED. PROVIDE MECHANICAL PLUGS FOR EMPTY DUCTS ON BOTH

ENDS. TEMPORARY MECHANICAL PLUGS SHALL BE PROVIDED FOR

DUCTS UNTIL CABLING IS INSTALLED AND COMPLETED.

1. RISER IS TYPICAL ONLY. SEE FLOOR PLANS FOR EXACT NUMBER

AND LOCATIONS OF OUTLETS AND RACKS.

2. GROUND TTB's RACKS, CABLE TRAYS, ETC., PER ANSI/TIA/EIA 607A.

3. CABLE WIRING CONFIGURATION SHALL BE T-568A.

WIRE

MANAGER

D RINGS

WIRE

MANAGER

D RINGS

BACKBOARD FIRE-

RATED

A-C PLYWOOD

4"

24" (H)

(D) (W) 24"

26"

CONTROL

ROOM

SMFO

CU

PR

OSP

SINGLE-MODE FIBER OPTIC

COPPER

PAIR

OUTSIDE PLANT

KEYED NOTES

GENERAL NOTES

EQUIPMENT ROOM 103

DATA OUTLET

W/ 1- 4 PR CABLE

54" AFF (TYP)

1. 2" CONDUIT AND 2" SPARE. USE DUCT TO RUN 6-STRAND SINGLE-MODE FIBER

OPTIC OUTSIDE PLANT SERVICE ENTRANCE CABLE.

2. 3/4" CONDUIT TO OPS/STORAGE BUILDING, ROOM 110.

3. PRE-DRILLED 1/4"x2"x12" GROUND BAR.

4. DEDICATED DOUBLE DUPLEX RECEPTACLE.

5. 25 FOOT FIBER MAINTENANCE LOOP. 2 FOOT MINIMUM DIAMETER.

7.WALL MOUNT COMMUNICATION CABINET, SEE DETAIL 1 THIS SHEET.

8. SINGLE-SIDED SIZE ONE RACK UNIT HIGH HORIZONTAL WIRE MANAGER.

9. ONE RACK UNIT HIGH, OPTICAL FIBER TERMINATION ENCLOSURE WITH LC

TYPE CONNECTOR.

10. 24-PORT CATEGORY 6-RATED PATCH PANEL FOR DATA STATION CABLES.

GASKETED FRONT DOOR WITH:

KEY LOCK

MAGNETIC CLOSURE

LIFT-OFF HINDGES

SMOKED PLEXIGLASS WINDOW

FAN

KNOCKOUTS

(2)

TWO SIDE

PANELS

NOTES:

3" O.C. CABLE

ENTRY (2)

1. EVEN THOUGH IT ISN'T SHOWN,

PROVIDE BACK HINGE TO ALLOW

REAR ACCESS. LOCKABLE HASP.

SUPPLEMENTAL LEGEND:

DIRECT BURY,

6 STRAND SMFO.

DIRECT BURY,

6 STRAND SMFO.

NEW

CHH

NEW

CHH

NEW

CHH

NEW

CHH

DIRECT BURY,

6 STRAND SMFO.

DIRECT BURY,

6 STRAND SMFO.

DIRECT BURY,

6 STRAND SMFO.

DIRECT BURY,

6 STRAND SMFO.

6. 3/4" PLYWOOD BOARD FOR MOUNTING OF VOICE AND DATA EQUIPMENT AND

DEVICES. NO PAINT OR ANY SEALER SHALL BE APPLIED THE THE PLYWOOD

BOARD.

CONTROL TOWER

OFFICE

OPS/STORAGE

FIRST FLOOR

3/4" CONDUIT

4 PAIR, 8 WIRE CU

CAT 6.

1. QUANTITY OF COMMUNICATION HANDHOLES FOR DISPLAY PURPOSE ONLY. SEE SHEET ES121.

US Army Corps of Engineers ® Omaha District

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