Am0004drawings.pdf

T

(BOMBER BLVD) (BOMBER BLVD) (BOMBER BLVD)

(M

IN

U T

E M

A N D

R

#8

#8

#5

#8

#8

#5

#5

#5

#5

#5

#3

#1

#2

D I 1

D I 2

D I 3

D I 4

#4

C O

M M

#5

C O

M M

#6

G A

TE

G A

TE

G A

TE

G A

TE

G A

TE

G A

TE

M A

N H

O

LE

C

O R R

O D

ED

S

H U T

IN

VER

T=

7.

IN

VER

T

.0

FFE 1632.9

BLDG 532

FFE 1633.0

BLDG 534

FFE 1633.6

BLDG 533

FFE 1631.9

BLDG 535

FFE 1632.6

BLDG 528

FFE 1632.6

BLDG 530

FFE 1633.4

BLDG 531

BLDG

FFE 1633.5

FFE 1633.5

BLDG 526

F F

E

.7

B L

D G

1633.3

FFE

S C

A L E

WITHIN THIS FENCED AREA)

(WATER TOWER LOCATED

(C R

U

IS

E M

IS

S

IL

E L

A N

E

(C R

U

IS

E M

IS

S

IL

E L

A N

E

3"

3"

3"

8" 8"

6" 4"

4"

6"

IN

VER

T

.4

IN

C

O N C

S A

N

E

EE

E

S A

N

T

E E E

S A

N

S A

N

G

S T O

R

M

S A

N

G

M W

G

Z .7

Y .2

X .7

F

G

N

T

E

G M

ID

X2

E

E

E

E

PZ-

C O

M O

C

S A

N

PZ-

E E EE

Fi ni sh ed F lo or E l.

.8

E

S A

N

PZ-

N

AC

E

A C

A C

PZ-

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

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

.7

TO

P

RAMP TO BE REMOVED

STOOP / PAD

CONCRETE

REMOVE EXIST.

STOOP / PAD

CONCRETE

REMOVE EXIST.

STOOP / PAD

CONCRETE

REMOVE EXIST.

REMOVE GATE

UNDISTURBED

SCALE TO REMAIN

REMOVE CONCRETE CURBING

REMOVE EXIST. FENCE

REMOVE EXIST. FENCE

REMOVE EXIST. FENCE

REMOVE EXIST. FENCE

REMOVE EXISTING GATE

SAWCUT EXISTING PAVEMENT

REMOVE EXIST. FENCE

REMOVE EXIST. FENCE

REMOVE EXIST. FENCE

AND BOLLARDS (7)

REMOVE CONCRETE PAD

REMOVE CONCRETE PAD

REMOVE EXIST. FENCE

REMOVE EXIST. CONCRETE PAN

REMOVE EXIST. CURB INLETS (2)

12" RCP STORM PIPE (APPROX. 36 LF).

REMOVE EXIST. PAVEMENT AND EXIST.

REMOVE CONCRETE CURBING

UNDISTURBED

VEGETATION TO REMAIN

REMOVE CONCRETE PAD

STORM PIPE (APPROX. 8 LF).

REMOVE EXIST. 15" RCP

REMOVE CONCRETE CURBING

AND BOLLARDS (5)

PAD

REMOVE CONCRETE

RAMP TO BE REMOVED

CURBING

CONCRETE

REMOVE

REMOVE CONCRETE CURBING

UNDISTURBED

REMAIN

SCANNERS TO

PADS AT

CONCRETE

54" STORM

REMOVE CONNECTION TO

U .S

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

M

IA

C

D .d g n

80'0 40'

OVERALL DEMOLITION PLAN

A N

S I

D

M J R

CD100

O V

E R

A L L D

E M

O L

IT

IO

N P

L A

N

M T J

M J R

S J T

A F -2

-0

P A

V

IN

G

D R

A

IN

A G

E

A N

D B

U

IL

D

IN

G U

P G

R A

D E

S

D

L A D

IS

P O

S

IT

IO

N

M

IN

O T A

F B

N D

P N

1" = 40'

/0

/2

W F -1

-B -0

A

A

B

C

D

E

F

G H

I

J

K

L

-1

-2

A M G

E N

E R

A L R

E V

IS

IO

N S

LEGEND:

ASPHALT PAVEMENT TO BE REMOVED

CONCRETE SLABS & STOOPS TO BE REMOVED

CS501.

REMOVED AND REPLACED. SEE BOLLARD DETAIL ON

WHERE PAVEMENT, STOOPS, OR APRONS ARE TO BE

NOTE: REMOVE AND REPLACE ALL BOLLARDS

PHOTO LOCATION, SEE CD901

PROPERTY

DISPOSED OF BY CONTRACTOR OUTSIDE BASE

CHAIN LINK FENCE TO BE REMOVED AND

(BOMBER BLVD) (BOMBER BLVD) (BOMBER BLVD)

(M

IN

U T

E M

A N D

R

C O

M M

#5

C O

M M

#6

FFE 1632.9

BLDG 532

FFE 1633.0

BLDG 534

FFE 1633.6

BLDG 533

FFE 1631.9

BLDG 535

FFE 1632.6

BLDG 528

FFE 1632.6

BLDG 530

FFE 1633.4

BLDG 531

BLDG

FFE 1633.5

FFE 1633.5

BLDG 526

F F

E

.7

B L

D G

1633.3

FFE

S C

A L E

WITHIN THIS FENCED AREA)

(WATER TOWER LOCATED

(C R

U

IS

E M

IS

S

IL

E L

A N

E

(C R

U

IS

E M

IS

S

IL

E L

A N

E

3"

3"

3"

8" 8"

6" 4"

4"

6"

S A

N

E

EE

E

S A

N

T

E E E

S A

N

S A

N

G

N

G

G

F

G

N

T

E

G M

ID

X2

E

E

E

E

PZ-

N

8.

E

.4

ELE

V

3.

STAI

N

LE

SS

S

TE

EL

R O

D

IN

S

LE

EVE

C

C

S A

N

PZ-

E E EE E

S A

N

PZ-

N

AC

E

A C

A C

PZ-

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

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

CO

CO

CO

CO

CO

CO

C O

C O

GRASS

TRUCK SCALE. DO NOT DISTURB

5' WIDE CONCRETE SIDEWALK

WITH SUBDRAIN SYSTEM

8' WIDE CONCRETE PAN

22'

CLEAN OUTCLEAN OUT

CLEAN OUT

CLEAN OUT

95'

FE-6 FENCE

FE-6 FENCE

FE-6 FENCE

FE-6 FENCE

FE-6 FENCE

FE-6 FENCE

FE-6 FENCE

FE-6 FENCE

CONCRETE RAMP

CLEAN OUT

CLEAN OUT

TRENCH DRAIN

UTILITY CROSSINGS

OTHERS. COORDINATE ALL

TO BE CONSTRUCTED BY

UG PETROLEUM FUEL LINE

PAVEMENT

NEW CONCRETE

PAVEMENT

NEW CONCRETE

PAVEMENT

NEW CONCRETE

PAVEMENT

NEW CONCRETE

PAVEMENT

NEW CONCRETE

PAVEMENT

NEW CONCRETE

WITH SUBDRAIN SYSTEM

8' WIDE CONCRETE PAN

STRUCTURAL APRON

STRUCTURAL APRON

STRUCTURAL APRON

STRUCTURAL APRON

27'

NEW STRUCTURE - SEE A-101E, A-102E

SEE A-101G,A-102G

NEW STRUCTURE -

28'

10'

16'

10'

10'

STRUCTURAL APRON

10'

4' X 4' STOOP

4' X 8' STOOP

16'

STRUCTURAL APRON

10'

4' WIDE CONCRETE SIDEWALK

4' x 6' STOOP

4' x 9' STOOP

INTEGRAL CURB

4' x 4' STOOP

TURF

TURF

TURF

REMOVE AND REPLACE CURB INLET

REMOVE AND REPLACE CURB INLET

OUT

CLEAN

NEW 18" RCP

CURB INLET

54" RCP. CONNECT TO NEW

NEW MANHOLE ON EXISTING

NEW AREA INLET

NEW 18" RCP

CONCRETE DRIVE LANE

NEW 20' WIDE

FRENCH DRAIN

DEEP

NEW 1' WIDE, 3'

SYSTEM

WITH SUBDRAIN

CONCRETE PAN

8' WIDE

SEE CS201

CONCRETE HEADWALL,

AREA. SEE CS201

STOCK STORAGE

OPTIONAL ROLLING

AREA. SEE CS201

STOCK STORAGE

OPTIONAL ROLLING

4" WHITE STRIPE

26 STALLS, 9' X 18' EACH,

EDGE DRAIN. SEE CG102

PARKING

POV

CONCRETE

NEW

GATE

SWING

FE-6

WIDE

12'

FE-6 SLIDING GATE

20' WIDE MOTORIZED

LOCATION

HOPPER

WIDE FE-6 SLIDING GATE

NEW 20' MOTORIZED

STORAGE AREA

PVMT AT VEHICLE

NEW CONCRETE

TELECOM EQUIPMENT

RELOCATE POWER AND

FIRE HYDRANT

INSTALL BOLLARD TO PROTECT

SWING GATE

25' WIDE FE-6

4' x 4' STOOP

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

M

IA

C

S .d g

CS100

GRASS

A F -2

-0

M T J

M T J

S J T

TURF

O V

E R

A L L S

IT

E P

L A

N

P A

V

IN

G

D R

A

IN

A G

E

A N

D B

U

IL

D

IN

G U

P G

R A

D E

S

D

L A D

IS

P O

S

IT

IO

N

M

IN

O T A

F B

N D

P N

W F -1

-B -0

/0

/2

-1

-2

A M G

E N

E R

A L R

E V

IS

IO

N

4 4

J L

R

WITHIN AREAS TO BE PAVED.

6. FILL AND ABANDON IN PLACE ALL PIEZOMETERS

CS502-504 FOR FENCE DETAILS.

WITH FE-6 FENCE (7" FABRIC HEIGHT) AND GATES. SEE

5. ALL FENCING IS TO BE REMOVED AND REPLACED

STORAGE YARD PLAN.

4. SEE SHEET CS201 FOR OPTIONAL ROLLING STOCK

3. SEE SHEET CG505 FOR SUBDRAIN DETAILS.

3. SEE SHEET CP501 FOR PAVEMENT SECTIONS.

2. SEE SHEET CP100 FOR PAVING PLAN.

S-501 FOR STRUCTURAL DETAILS.

PAVEMENT. SEE CS101 FOR LOCATIONS. SEE SHEET

FOUNDATIONS PRIOR TO INSTALLATION OF NEW

REMOVED AND REPLACED WITH STRUCTURAL

1. ALL CONCRETE APRONS AND STOOPS ARE TO BE

NOTES:

1" = 40'

EXISTING 54" STORM SEWER

APPROXIMATE LOCATION OF

80'0 40'

SITE PLAN

BY OTHERS. COORDINATE WORK

UNDERGROUND FUEL LINE UNDER CONSTRUCTION

N.I.C.

N.I.C.

N.I.C.

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

NO SCALE

SINGLE-PURPOSE WALK

TYPICAL SECTION

" PER FOOT4

NOTES:

4" CONCRETE

SUBGRADE (95%)

6" COMPACTED

6" SIDEWALK BASE COURSE

NO SCALE

1'-6"

NOTE:

JOINT

EXPANSION

PAVEMENT

P.C. CONCRETE

CONCRETE

SHOWN

FROM PIPE AS

FOOTING AWAY

SLOPE TOP OF

CONCRETE

FILL PIPE WITH

ROUND TOP

SAFETY YELLOW

PIPE PAINTED

WEIGHT STEEL

NPS 6 STANDARD

WALK WIDTH = 5'

BOLLARD DETAILS

OF THE SPECIFICATIONS.

SECTION 05 50 13 MISCELLANEOUS METAL FABRICATIONS

STEEL PIPE FOR BOLLARDS SHALL CONFORM TO

NO SCALE

FRENCH DRAIN DETAIL

1.5'

GEOTEXTILE

ROCK

1" CLEAN RIVER

PIPE. DEPTH VARIES

6" PERFORATED PVC

95 PERCENT OF MAXIMUM DENSITY PER ASTM D 1557.

BASE COURSE MATERIAL SHALL BE COMPACTED TO AT LEAST

SIEVE SHALL NOT EXCEED 12 PERCENT BY WEIGHT. SIDEWALK

TO ASTM D 2487. THE AMOUNT OF MATERIAL PASSING THE NO. 200

CLASSIFIED AS EITHER GW, GW-GM, SW, SM OR SW-SM ACCORDING

1. SIDEWALK BASE COURSE MATERIAL SHALL INCLUDE MATERIALS

CONCRETE BASE

PAVEMENT

P.C. CONCRETE

CONCRETE BASE

PAVEMENT

P.C. CONCRETE

NO SCALE NO SCALE

JOINT FULL PERIMETER

EXPANSION

BASE & PCC PAVEMENT

JOINT BETWEEN CONCRETE

PROVIDE EXPANSION

8" TYP.

PAVEMENT

P.C. CONCRETE

PAVEMENT

P.C. CONCRETE

NO SCALE

PAVEMENT DETAIL

NO SCALE

PAVEMENT DETAIL

LINE POST WITHIN PCC

JOINT FULL PERIMETER

EXPANSION

BASE & PCC PAVEMENT

JOINT BETWEEN CONCRETE

PROVIDE EXPANSION

PAVEMENT DETAIL

FENCE POST WITHIN PCC

GATE, CORNER, END, OR PULL

PAVEMENT DETAIL

FENCE POST ADJACENT TO PCC

GATE, CORNER, END, OR PULL

LINE POST ADJACENT TO PCC

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

M

IA

C

S .d g

J T

CS501

M T J

A F -2

-0

J L

R S J T

P A

V

IN

G

D R

A

IN

A G

E

A N

D B

U

IL

D

IN

G U

P G

R A

D E

S

D

L A D

IS

P O

S

IT

IO

N

M

IN

O T A

F B

N D

P N

W F -1

-B -0

/0

/2

P A

V E

M E

N T D

E T

A

IL

S

-1

-2

A M G

E N

E R

A L R

E V

IS

IO

N S

4 4

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

NO SCALE

16" MIN. DIA.

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

F A

B R

IC

W

ID

T

H

NO SCALE

FASTENING DETAILS

TRUSS ROD AND BAND

ROUND POST

BRACE RAIL CLAMP DETAILS

H-BEAM

TENSION BAND DETAIL

END OR GATE POST DETAIL

(T

Y P

2.25" x 1.70"

2.25" x 1.70"

2.375" O.D. 2.875" O.D.

2.25" x 1.70"

1.90" O.D.

2.25" x 1.70"

1.875" x 1.625"

3.50" x 3.50"

2.00" SQ.

2.375" O.D. 2.875" O.D.

2.50" SQ.

3.50" x 3.50"

3.00" SQ.

4.00" O.D.

1.66" O.D.

1.50" O.D.

1.625" x 1.50"

1.625" x 1.25"C-SECTION (ROLL-FORMED)

H-SECTION

TUBULAR - SQUARE

TUBULAR - ROUND

TOP, BOTTOM & BRACE RAILS

C-SECTION (ROLL-FORMED)

TUBULAR - ROUND

LINE POSTS

C-SECTION (ROLL-FORMED)

TUBULAR - SQUARE

TUBULAR - ROUND

CORNER, END & PULL POSTS

USE AND SECTION

FABRIC LESS THAN 72"

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

STEEL POST SCHEDULE

FABRIC 72" TO 96" FABRIC OVER 96"

NOTES:

FINAL NUMBER IS FABRIC WIDTH IN INCHES

TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

TWB - TENSION WIRE TOP AND BOTTOM

TBR - FENCE WITH TOP AND BOTTOM RAILS

TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

ON DOUBLE OUTRIGGER

TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE

TYPE FE7 - CHAIN-LINK FENCE W/BARBED-WIRE ON DOUBLE OUTRIGGER

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON

FENCE LEGEND:

EXAMPLES:

FABRIC WIDTH.

TOP AND BOTTOM TENSION WIRE, AND 48 INCH

FE5-TWB-48 - CHAIN-LINK SECURITY FENCE WITH NO APRON,

WIDTH.

ON SINGLE OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC

FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE

H-BEAM ROUND POST

LINE POST ATTACHMENTS

TOP OR BRACE RAIL ATTACHMENT

GROUNDING DETAIL

NO SCALE

NO SCALE

BRACE PANEL DETAIL

10'-0" MAX. 10'-0" MAX.

NOTE:

STRAIGHT RUNS EXCEED 500 FEET.

PROVIDE BRACE PANEL WHENEVER

10'-0" MAXIMUM

X X X X X X

XX

X XXXXXXXXXXX

X

X X X X X X

X X X X XXXXX

X X X X X X X

XXXXXX

X X X X X X

X X X X

XXXX

X X X X X X X

XXX

X X X

X X X X X

XXXXX

X X X X X

X

X

X

X

X

X X

X X

X X

X

XXX

X

X

X

NO SCALE

EXTENSION ARM DETAILS

LINE POST CORNER POST

1'-0"

45 DEGREES

1' -6 " 6"

T Y P

1' -1 0" 7.

5" (T

YP.

35 DEGREES

X X X X X

XXXXX

X X X X X

X X X X

X

XX

XXX

X X

X X X X

XXXX

X X X X

X X X X

XXXX

X X X X

X

X

X X

X

X

H-SECTION

FE6 CHAIN-LINK SECURITY FENCE DETAIL

TO THE TOP OF THE FOUNDATION.

INSIDE THE POST IS COMPLETELY FILLED WITH CONCRETE UP

4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID

PROTECTED.

SHALL HAVE APRON EXTENDED OUTWARD FROM THE AREA BEING

3. UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL FE6 FENCE

SECURE AREA.

FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE

ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED

MANUFACTURER.

NOT INTENDED TO LIMIT METHOD OF INSTALLATION TO ONE

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE

LINE POST

TOP RAIL OR TENSION WIRE

BRACE RAIL

(TYP.)

TIE WIRES

(3/8" MIN. DIA.)

TRUSS ROD

OR PULL POST

CORNER, END,

TIE WIRES (TYP.)

LINE POST

GRADE

WIRE

TENSIONOF FABRIC

BOTTOM

(9 GAGE, 2" MESH)

CHAIN-LINK FABRIC

BASE

CONCRETE

(3/8" MIN. DIA.)

TRUSS ROD

BAND

TENSION

(3/8" MIN. DIA.)

TRUSS ROD

WIRE

TENSION

CARRIAGE BOLT

TENSION BAR

EACH FABRIC LINK

TENSION BAR TO ENGAGE

FABRIC

TOP AND BOTTOM OF FABRIC)

(15" O.C. MAX. AND WITHIN 4" FROM

TENSION BAND

FABRIC

(2'-0" O.C. MAX.)

9-GAGE TIE WIRES

OF FABRIC)

TOP AND BOTTOM

WITHIN 4" FROM

(15" O.C. MAX AND

TIE WIRE

OF FABRIC)

TOP AND BOTTOM

WITHIN 4" FROM

(15" O.C. MAX AND

TIE WIRE

STEEL GROUND ROD

3/4" DIA. COPPER-CLAD

OF COPPER

CLAMP-TYPE FITTING

WELD OR APPROVED

MOLDED EXOTHERMIC

COPPER WIRE

#8 AWG SOLID

FENCE POST

TRUSS ROD TRUSS ROD

LINE POSTLINE POST BRACE RAILS

RAILS

BRACE

PULL POST

TENSION WIRE

TOP RAIL OR

(TYP.)

TIE WIRES

ON EXTENSION ARMS

BARBED-WIRE APRON

RIVETED FLUSH (TYP.)

" PLAIN PIN8

RIVETED FLUSH (TYP.)

3/8" PLAIN PIN

LOCK PIN (TYP.)

WIRE (TYP.)

BARBED

* ALL FENCE WITH THIS PROJECT IS FE6-TR-84

M

IN

M

IN

CONCRETE BASES.

ELEVATION. ALL OTHER POSTS HAVE

BELOW FINISHED SURFACE

POSTS BY FORCE A MINIMUM OF 8'

CONCRETE BASES. INSTALL LINE

INSTALL LINE POSTS WITHOUT

BASE

CONCRETE

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

M

IA

C

S .d

P A

V

IN

G

D R

A

IN

A G

E

A N

D B

U

IL

D

IN

G U

P G

R A

D E

S

D

L A D

IS

P O

S

IT

IO

N

M

IN

O T A

F B

N D

P N

W F -1

-B -0

/0

/2

W F -1

-B -0

/0

/2

G

E N

E R

A L R

E V

IS

IO

N S

-1

-2

(BOMBER BLVD) (BOMBER BLVD) (BOMBER BLVD)

(M

IN

U T

E M

A N D

R

C O

M M

#5

C O

M M

#6

BLDG 532

FFE 1632.9

BLDG 534

FFE 1633.0

BLDG 533

FFE 1633.6

BLDG 535

FFE 1631.9

BLDG 528

FFE 1632.6

BLDG 530

FFE 1632.6

BLDG 531

FFE 1633.4

BLDG

FFE 1633.5

FFE 1633.5

BLDG 526

B L

D G

F F

E

.7

FFE

1633.3

S C

A L E

(WATER TOWER LOCATED

WITHIN THIS FENCED AREA)

(C R

U

IS

E M

IS

S

IL

E L

A N

E

(C R

U

IS

E M

IS

S

IL

E L

A N

E

T

G

G

M W

G

Z .7

Y .2

X .7

F

G

T

E

G M

ID

X2

E

E

E

STAI

N

LE

SS

S

TE

EL

R O

D

IN

S

LE

EVE

C O

T

M M O

C

E E EE

Fi ni sh ed F lo or E l.

.8

E

AC

E

A C

A C

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

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

NEW CONCRETE PAVEMENT

NEW CONCRETE PAVEMENT

SCANNERS OR PADS

DO NOT DISTURB

NEW CONCRETE PAN

NEW CONCRETE PAN

NEW CONCRETE RAMP

APRON (TYP)

NEW STRUCTURAL

STOOP (TYP)

NEW CONCRETE

SIDEWALK

NEW CONCRETE

DO NOT DISTURB SCALE

CONCRETE PAVEMENT

NEW POV PARKING

CONCRETE ENTRANCE

25' R @ FL

CONCRETE ENTRANCE

15' R @ FL

3' R

3' R

30' R @ FL

ENTRANCE

CONCRETE

CONCRETE ENTRANCE

END CATCH CURB

END AT PARKING SLAB

15' R @ FL

CATCH CURB

25' R

SEE CP503

SPILL CURB.

SEE CP503

CATCH CURB.

SEE CP503

SPILL CURB.

15' R @ FL

30' R @ FL

5' R

15' R @ FL

15' R @ FL

LANE.

NEW 20' WIDE CONCRETE DRIVE

PAVEMENT

CONCRETE

STORAGE

VEHICLE

NEW

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

M

IA

C

P .d

OVERALL PAVING PLAN

A N

S I

D

M J R

CP100

O V

E R

A L L P

A V

IN

G P

L A

N

LEGEND:

NOTES:

A F -2

-0

S J T

J L

R S J T

P A

V

IN

G

D R

A

IN

A G

E

A N

D B

U

IL

D

IN

G U

P G

R A

D E

S

D

L A D

IS

P O

S

IT

IO

N

M

IN

O T A

F B

N D

P N

CONCRETE YARD PAVEMENT

CONCRETE PAN

CONCRETE SIDEWALK

POV PARKING LOT

CONCRETE STRUCTURAL APRON OR STOOP

W F -1

-B -0

/0

/2

AREA.

EXPANSION JOINT AROUND BOLLARDS WITHIN PAVEMENT

3. INSTALL BOLLARDS PRIOR TO PAVEMENT. INSTALL

2. SEE SHEET CP501 FOR PAVEMENT SECTIONS.

PAVEMENT.

SUBGRADE AND DRAINAGE LAYER BELOW ALL NEW

1. GEOTEXTILE SHALL BE PLACED BETWEEN COMPACTED

CONCRETE VEHICLE STORAGE PAVEMENT

-1

-2

A M G

E N

E R

A L R

E V

IS

IO

Finished Floor El. = 1633.3

BUILDING 532

S c a le

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

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

RR

R R

R

RR

R

R R

RR

R R R

R R

R

RR

R

R

R

R

R

R

R

RR

R

R

R

R

R

R

R

R

R

R

R

R R R R R R R R

R R R R R R

R R R R R R

RR

R

R

R

R

R

R R

R

R

R

R

R

R R R R R

R

R

R

R

RRR

R

R

R

R

R

R R R

R

R R

R

R

RRRRR

R

R

RRR

R

R R R R R R

R

R

R

R

R

R R

R

R

R

RRR

R

R

R

R

R

RRR

R

RR

R

R

R R R R R R R R R

R

R

R

R

R

R

R

R

RR R R

R

R R

R

R R R

R

R

R

R

8'

8'

R R R R RR

(BOMBER BLVD) (BOMBER BLVD) (BOMBER BLVD)

(M

IN

U T

E M

A N D

R

#5

BLDG 532

FFE 1632.9

BLDG 534

FFE 1633.0

BLDG 533

FFE 1633.6

BLDG 535

FFE 1631.9

BLDG 528

FFE 1632.6

BLDG 530

FFE 1632.6

BLDG 531

FFE 1633.4

BLDG

FFE 1633.5

FFE 1633.5

BLDG 526

B L

D G

F F

E

.7

FFE

1633.3

S C

A L E

(WATER TOWER LOCATED

WITHIN THIS FENCED AREA)

(C R

U

IS

E M

IS

S

IL

E L

A N

E

(C R

U

IS

E M

IS

S

IL

E L

A N

E

F

STAI

N

LE

SS

S

TE

EL

R O

D

IN

S

LE

EVE

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

M

IA

C

P .d

PAVEMENT JOINT PLAN

LEGEND:

NOTES:

CONSTRUCTION JOINT (WITH TIEBARS)

THICKENED EDGE EXPANSION JOINT

REINFORCED CONCRETE PER CP502

(DOWELED)

BARS) OR CONSTRUCTION JOINT

CONTRACTION JOINT (WITHOUT TIE

SPACING 12' X 13.5'

TYPICAL POV PARKING JOINT

13'

13'

12'

13.5'

P A

V

IN

G

D R

A

IN

A G

E

A N

D B

U

IL

D

IN

G U

P G

R A

D E

S

D

L A D

IS

P O

S

IT

IO

N

M

IN

O T A

F B

N D

P N

POV PARKING

YARD

F -1

-B -0

/0

/2

W F -1

-B -0

/0

/2

BY THE COR) SHALL BE REINFORCED.

5. ALL IRREGULAR SHAPED SLABS (AS DETERMINED

STORAGE HOPPER LOCATIONS. SEE CS100.

4. REINFORCED PAVEMENT REQUIRED AT EXTERIOR

3. SEE SHEETS CG101 & CG102 FOR ELEVATIONS.

SCANNER PADS.

BUILDINGS, APRONS, STOOPS, TRUCK SCALE, AND

PLACED BETWEEN CONCRETE PAVEMENT AND ALL

2. THICKENED EDGE EXPANSION JOINTS SHALL BE

1. SEE SHEET CS501 FOR PAVEMENT SECTIONS.

AREA JOINT SPACING 13' X 13'

TYPICAL YARD AND VEHICLE STORAGE

YARD

YARD

YARD

16.25'

-1

-2

A M G

E N

E R

A L R

E V

IS

IO

CP201

A

V E

M E

N T J

O

IN

T P

L A

N

S J T

S J T

S J T

M T J

VEHICLE STORAGE AREA

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

NO SCALE

12" THICK DRAINAGE LAYER

AND SUBGRADE IN ALL AREAS

GEOTEXTILE BETWEEN DRAIN LAYER

COMPACTION

6" PREPARED SUBGRADE @ 95%

6" PCC PAVEMENT

NO SCALE

POV PARKING

CONCRETE PAVEMENT SECTION

YARD

2'

10" PCC PAVEMENT

6" PERFORATED PVC PIPE

NO SCALE

EDGE DRAIN DETAIL

IN GEOTEXTILE.

EDGE DRAIN. DO NOT WRAP PIPE

GEOTEXTILE FULL PERIMETER OF

WRAP DRAIN LAYER IN

NO SCALE

SUBDRAIN PIPE

PERFORATED

BOTTOM OF THE PIPE

BE CENTERED ON THE

PERFORATEDS SHALL

LAYER

DRAINAGE

TYPICAL PERFORATED PIPE

INSTALLATION DETAIL

12" DRAINAGE LAYER

SEE NOTE 1

DOWEL (TYP.)

4.00' 4.00'11.00' 11.00'

SEE NOTE 2

8' WIDE - 10" THICK CONCRETE PAN.

DRAIN LAYER BELOW PIPE.

SCH 80 PERFORATED PVC PIPE. 3"

DRAIN LAYER ABOVE 6" DIAMETER

AT CENTERLINE OF PAN: 14" THICK

PIPE = PAN FL - 2.5'

INVERT ELEVATION OF 12" THICK DRAINAGE LAYER

10" PCC PAVEMENT

NOTE 3.

AND SUBGRADE IN ALL AREAS. SEE

GEOTEXTILE BETWEEN DRAIN LAYER

COMPACTION

6" PREPARED SUBGRADE @ 95%

DRAINAGE LAYER

PAVEMENT SECTION

FROM CENTER OF PAN TO TYPICAL

15' WIDE DRAIN LAYER TRANSITION

TYPICAL PAVEMENT SECTION

8' WIDE DRAIN PAN

CONCRETE PAVEMENT SECTION

95% COMPACTION

6" PREPARED SUBGRADE @

GEOTEXTILE. SEE NOTE 3

DRAIN LAYER IN ALL AREAS.

USED IN THE TEST SECTION SHALL BE USED FOR CONSTRUCTION OF THE

THICKNESSES, AND NUMBER OF PASSES IN VIBRATORY AND STATIC MODE

PLACEMENT. SIZE AND TYPE OF EQUIPMENT USED FOR COMPACTION, LIFT

DRAINAGE LAYER TO DEMONSTRATE ACCEPTABLE MEANS AND METHODS OF

4. CONTRACTOR WILL CONSTRUCT A TEST SECTION OF THE 12" THICK

THE STANDARD OR PREMIUM GEOTEXTILE WILL BE USED.

ARE ANTICIPATED AT TIME OF CONSTRUCTION. THE COR WILL DETERMINE IF

3. A PREMIUM GEOTEXTILE WILL BE USED IF POOR SUBGRADE CONDITIONS

2. REINFORCE DRAIN PAN PER SLAB REINFORCEMENT DETAIL ON CP502.

DETAIL ON CP502.

1. 16" LONG , 1" DIAMETER DOWELS @ 12" O.C. PER CONSTRUCTION JOINT

NOTES:

8" THICK DRAINAGE LAYER

AND SUBGRADE IN ALL AREAS

GEOTEXTILE BETWEEN DRAIN LAYER

COMPACTION

6" PREPARED SUBGRADE @ 95%

6" PCC PAVEMENT

NO SCALE

CONCRETE PAVEMENT SECTION

VEHICLE STORAGE

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

M

IA

C

P .d

V

IN

G

D R

A

IN

A G

E

A N

D B

U

IL

D

IN

G U

P G

R A

D E

S

D

L A D

IS

P O

S

IT

IO

N

M

IN

O T A

F B

N D

P N

W F -1

-B -0

/0

/2

F -1

-B -0

/0

/2

P A

V E

M E

N T S

E C

T

IO

F -1

-B -0

/0

/2

-1

-2

A M G

E N

E R

A L R

E V

IS

IO

N S

(BOMBER BLVD) (BOMBER BLVD) (BOMBER BLVD)

(M

IN

U T

E M

A N D

R

C O

M M

#5

C O

M M

#6

FFE 1632.9

BLDG 532

FFE 1633.0

BLDG 534

FFE 1633.6

BLDG 533

FFE 1631.9

BLDG 535

FFE 1632.6

BLDG 528

FFE 1632.6

BLDG 530

FFE 1633.4

BLDG 531

BLDG

FFE 1633.5

FFE 1633.5

BLDG 526

F F

E

.7

B L

D G

1633.3

FFE

S C

A L E

WITHIN THIS FENCED AREA)

(WATER TOWER LOCATED

(C R

U

IS

E M

IS

S

IL

E L

A N

E

(C R

U

IS

E M

IS

S

IL

E L

A N

E

3"

3"

3"

8" 8"

6" 4"

4"

6"

S A

N

16301630

1630 1630

E

EE

E

S A

N

T

E E E

S A

N

S A

N

G

N

G

G

G

N

T

E

G M

ID

X2

E

E

E

E

PZ-

N

8.

E

.4

ELE

V

3.

STAI

N

LE

SS

S

TE

EL

R O

D

IN

S

LE

EVE

C

C

S A

N

PZ-

E E EE E

S A

N

PZ-

N

AC

E

A C

A C

PZ-

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

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

CO

CO

CO

CO

CO

CO

C O

C O

C

CG100 CG301

C

CG100 CG301

B

CG100 CG301

B

CG100 CG301

A

CG100 CG301

A

CG100 CG301

D C

G

C G

D C

G

C G

E C

G

C G

E C

G

C G

F C

G

C G

F C

G

C G

1633 1633

16331633

EXISTING 1' CONTOUR

NEW 1' CONTOUR

NEW 1/5' CONTOUR

LEGEND

GRASS

NEW TRENCH DRAIN

INTO EXISTING INLET

OUTLET SUB-DRAIN

WITH SUBDRAIN SYSTEM

8' WIDE CONCRETE PAN

WITH SUBDRAIN SYSTEM

8' WIDE CONCRETE PAN

ARROW (TYP.)

FLOW DIRECTION

ARROW (TYP.)

FLOW DIRECTION

TURF

TURF

TURF

TURF

SEE DETAIL SHEET CG502

NEW 5' TYPE "R" CURB INLET

SEE DETAIL SHEET CG502

NEW 10' TYPE "R" CURB INLET

TO CONCRETE TRENCH DRAIN

ATTACH CONCRETE HEADWALLS

SEE DETAIL SHEET CG503

NEW 2' X 2' TYPE "A" AREA INLET

SEE PROFILE SHEET CG201

STORM DRAIN 1

SEE DETAIL SHEET CG501

CONNECT TO EXISTING 54" RCP

NEW 7' X 4' BOX MANHOLE

FRENCH DRAIN

NEW 1' WIDE, 3' DEEP

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

M

IA

C

G .d

GRASS

CG100

C

IV

IL

D M

B

D M

B

M T J

O V

E R

A L L D

R A

IN

A G

E P

L A

N

P A

V

IN

G

D R

A

IN

A G

E

A N

D B

U

IL

D

IN

G U

P G

R A

D E

S

D

L A D

IS

P O

S

IT

IO

N

M

IN

O T A

F B

N D

P N

W F -1

-B -0

/0

/2

-1

-2

A M G

E N

E R

A L R

E V

IS

IO

N S

EXISTING 54" STORM SEWER

APPROXIMATE LOCATION OF

80'0 40'

OVERALL DRAINAGE PLAN

BY OTHERS. COORDINATE WORK

UNDERGROUND FUEL LINE UNDER CONSTRUCTION

5. SEE SHEET CG301 FOR SITE CROSS SECTIONS.

2%.

BUILDING AND SLOPE AWAY FROM THE BUILDING AT

0.5 INCH BELOW FINISHED FLOOR ELEVATION AT THE

4. FINISHED GRADE ELEVATION OF DOOR STOOPS ARE

SLOPE AWAY FROM THE BUILDING AT 2%.

MATCH BUILDING FINISHED FLOOR ELEVATION AND

3. FINISHED GRADE ELEVATION OF CONCRETE APRONS

FEET BELOW FINISHED FLOOR ELEVATION.

GRADE ELEVATION ADJACENT TO BUILDINGS IS 0.25

2. UNLESS NOTED OTHERWISE PAVEMENT FINISHED

SPOT ELEVATIONS.

1. SEE SHEETS CG101 & CG102 FOR FINISHED GRADE

NOTES:

BUILDING 532

c a le

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

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

3.

2.

2.

2.

3.

3.

3.

2.

3.

3.

3.

4.

4.

4.

2.

2.

2.

3.

3.

3.

3.

2.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

2.

2.

3.

3.

2.

2.

3.

3.

2.

3.

3.

3.

3.

3.

3.

3.

3.

4.

3.

2.

3.

2.

3.

3.

3.

3.

3.

3.

3.

3.

3.

1.

2.

2.

3.

2.

2.

2.

4.

4.

4.

3.

3.

3.

3.

3.

4.

ATC

H

.7

M

ATC

H

.3

8.

8.

8.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

79 1

9.

9.

9.

82 1

9.

9.

9.

9.

9.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

52 1

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

4.

3.

4.

4.

4.

4.

4.

4.

T

T

(BOMBER BLVD) (BOMBER BLVD)

(C R

U

IS

E M

IS

S

IL

E L

A N

E

(C R

U

IS

E M

IS

S

IL

E L

A N

E

3"

3"

G

M W

G

T

G M

ID

X2

E

C O

M M O

C

PZ-

AC

PZ-

CO

CO

C O

C O

LEGEND:

CO CLEAN OUT

40'10'0 20'

GRADING & DRAINAGE PLAN - SOUTH

RR

R R

R

RR

R

R R

RR

R R R

R

R

R

RR

R

R

R

R

R

R

R

R R

R

R

R

R

R

R R

R

R

R

RRRR

R

R

RRR

R

R R R R R R

R

R

R

R

R

R R

R

R

R

R

RR

R

R

R

RRR

R

R R

R

R

R R R R R R R R R

R

R

R

R

R

R

R

R

RR R R

R

R R

R

R R R

R

R

8'

F L

O W

F L

O W

FLOW

S

LO

E

LO

P E

S

LO

P E

S

LO

P

ES

LO

P E

SLOPE

S

LO

P E

S

LO

P E

S L

O P

E

S

LO

P E

S

LO

P E

SLOPE

SLOPE

CO

CO

CO

CO

CO

S

LO

P E

S

LO

P E

S

LO

P E

SLOPE

S L

O P

E

PIPE

SUBDRAIN

6"

S

LO

P E

INLET

FROM EDGE OF PAVEMENT TO

PIPE, INSTALL SOLID WALL PVC

END PERFORATED PVC

S

LO

P E

CO

CO

" P

E R

F P

V

@ 1%

6" PERF PVC

RCP @ 1%.

55 LF 18"

SEE CG201

2.5' AREA INLET

INLET # 1

SEE CG201

10' TYPE R.

INLET # 2

1%

39 LF 18" RCP @

9'X7'. SEE CG201

MANHOLE #1

1%

10 LF 18" RCP @

SEE CG201

TYPE R

INLET #3 5'

OUTFALL. INV = 1631.71

TRENCH DRAIN

INSTALL HEADWALL. AT

GUTTER. FG ELEV 1632.86

END TRENCH DRAIN AT

DITCH

DITCH

DITCH

D

IT

C H

D

IT

C H

DITCH

D

IT

C H

D

IT

C H

RCP

STORM

EXISTING 54"

SEE CS501

PERFORATED PVC PIPE AT 1%.

FRENCH DRAIN SLOPE

CG504

SEE DETAILS ON

FG ELEV 1633.31.

DRAIN AT GUTTER.

END TRENCH

DETAILS ON CG504

1631.85. SEE

ENTRANCE, INV =

TRENCH DRAIN

HEADWALL AT

INSTALL

UNKNOWN, ESTIMATED DEPTH 2.5')

MATCH INLET INVERT OUT ELEV (ELEV

AREA INLET AT 1%. CORE INLET WALL.

FROM FRENCH DRAIN TO EXISTING

INSTALL 6" SOLID WALL PVC PIPE

INSTALL 4' WIDE DRAIN PAN @ 0.7%

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

M

IA

C

G .d g n

A N

S I

D

S J T

CG102

G R

A D

IN

G D

R A

IN

A G

E P

L A

N

M T J

S J T

S O

U T

H

S J T

A F -2

-0

P A

V

IN

G

D R

A

IN

A G

E

A N

D B

U

IL

D

IN

G U

P G

R A

D E

S

D

L A D

IS

P O

S

IT

IO

N

M

IN

O T A

F B

N D

P N

W F -1

-B -0

/0

/2

-1

-2

A M G

E N

E R

A L R

E V

IS

IO

N S

"W

ABANDONED 14" WATER LINE

"W

/2 "W

ABANDONED 14" WATER LINE

"W

(BOMBER BLVD) (BOMBER BLVD)

(M

IN

U T

E M

A N D

R

(C R

U

IS

E M

IS

S

IL

E L

A N

E

(C R

U

IS

E M

IS

S

IL

E L

A N

E

S A

N

S A

N

S A

N

S A

N

S A

N

F

S A

N

AC

A C

A C

S

S x

S

S x

10" SS10" SS

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

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

CO

CO

CO

CO

CO

CO

C O

C O

#5

#6

M W

Z .7

Y .2

X .7

Fi ni sh ed F lo or E l.

.8

S

CO

COCO

1 1/2" W 1 1/2" W

" S

10" FW

6" S

1 1/2" W

8" S 8" S

8" S

CO

S

CO

1 1/2" W

6" SCO

8"W

"W

10"W

S A

N S A

N S A

N

S A

N

S A

N

BLD 531

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

M

IA

C

U .d

BLD 530

BLD 528

BLD 535

BLD 533

BLD 534

BLD 532

BLD

BLD 526

BLD 527

80'0 40'

A N

S I

D

C T

W

CU100

A F -2

-0

D H

C

C T

W

UTILITY PLAN

O V

E R

A L L U

T

IL

T Y P

L A

N

R A

K

NOTES:

KEYED NOTES:

P N

D

L A D

IS

P O

S

IT

IO

N

P A

V

IN

G

D R

A

IN

A G

E

A N

D B

U

IL

D

IN

G U

P G

R A

D E

S

M

IN

O T A

F B

N D

CONNECT TO EXISTING 8-INCH WATER LINE (VERIFY LOCATION)1

8"X10" REDUCER3

10-INCH GATE VALVE WITH PIV5

TWO WAY CLEANOUT6

8 INCH SANITARY SEWER LINE AT 0.40%8

ADJUST MH TO FINISHED GRADE9

INVERT IN = 1626.85'

CONNECT TO EXISTING MH # 520

W F -1

-B -0

/0

/2

16 CONNECT EXIST. LINE TO SSMH 1

6 INCH SANITARY SEWER LINE AT 1.0%7

CONNECT TO NEW 12-INCH WATER LINE2

10"X10" TEE4

-1

-2

A M G

E N

E R

A L R

E V

IS

IO

N S

17 FIRE HYDRANT WITH 6" GATE VALVE AND VALVE BOX.

18 CONNECT TO NEW 2-INCH WATER LINE

19 12"X10" REDUCER

FIELD VERIFY INVERT OF EXIST. SSWR LINE

INVERT OUT = 1626.58'

INVERT IN (SW) = 1628.14'

INVERT IN (NW) = 1628.09'

RIM = 1632.20'SSMH 1

INVERT OUT = 1626.12'

INVERT IN (W) = 1626.37'

INVERT IN (N) =1628.41'

RIM = 1631.85'SSMH 2

INVERT OUT = 1625.46'

INVERT IN (W) = 1625.71'

INVERT IN (S) = 1627.01'

RIM = 1632.00'SSMH 3

INVERT OUT = 1624.78' +/-

INVERT IN (S) = 1624.78' +/-

INVERT IN (W) = 1625.07'

RIM = 1630.70'SSMH 4

INVERT OUT = 1625.47' +/-

INVERT IN (S) = 1625.47' +/-

INVERT IN (W) = 1627.66'

RIM = 1630.50'SSMH 5

CONNECTIONS AT CONTRACTOR'S EXPENSE.

CONSTRUCTS ALL EXTERIOR ELECTRIC AND MAKES ALL TEMPORARY

WESTBY FOR EXTERIOR ELECTRIC INSTALLATION. VERENDRYE ELECTRIC

C. ELECTRICAL: CONTACT VERENDRYE ELECTRIC AT 800-472-2141 MR. JOHN

FROM THE BUILDING AT CONTRACTOR'S EXPENSE.

CONSTRUCTS ALL WATER AND SEWER MAINS AND SERVICES TO 5 FEET

RUSS GOHN FOR WATER AND SANITARY SEWER INSTALLATION. BASE UTILITIES

B. WATER/SANITARY SEWER: CONTACT BASE UTILITIES AT 701-727-5050, MR.

CONTRACTOR'S EXPENSE.

GLENN HOUSTON. MDU CONSTRUCTS ALL GAS LINES AND SERVICES AT THE

A. GAS: CONTACT MONTANA-DAKOTA UTILITIES (MDU) AT 701-857-6821, MR.

ON THIS PROJECT.

AND/OR UTILITY TAP-IN FEES ASSOCIATED WITH THE NEW UTILITIES BEING INSTALLED

CONTRACTOR SHALL PAY ALL SERVICE INSTALLATION FEES, CONNECTION FEES

SANITARY SEWER, AND ELECTRICAL UTILITIES FOR THE DRMO FACILITY. THE

CONTACT THE FOLLOWING UTILITY PROVIDERS FOR PLACEMENT OF GAS, WATER,

5. UTILITIES AT MINOT AFB ARE PRIVATIZED AND WILL REQUIRE THE CONTRACTOR TO

PRIOR TO CONSTRUCTION.

LOCATION AND DEPTH OF ALL CONNECTION LOCATIONS SHALL BE FIELD VERIFIED 4.

MINIMUM COVER SHALL BE NO LESS THAN 48 INCHES TO TOP OF PIPE.

SLOPE OF ALL 6" SEWER LINES SHALL NOT BE LESS THAN 0.01 FT/FT (1.0%). 3.

SEE DETAIL CU501.

THAN 8.0 FEET AND WHERE PIPE CROSSES SUBDRAIN SYSTEM PROVIDE INSULATION.

DEPTH OF COVER FOR ALL WATERLINES SHALL BE 8.0 FEET. WHERE DEPTH IS LESS 2.

STRUCTURAL STOOPS.

COORDINATE LOCATION OF SEWER AND WATER LINES TO AVOID ALL CONFLICT WITH 1.

(BOMBER BLVD) (BOMBER BLVD)

(M

IN

U T

E M

A N D

R

C O

M M

#5

C O

M M

#6

FFE 1632.9

BLDG 532

FFE 1633.0

BLDG 534

FFE 1633.6

BLDG 533

FFE 1631.9

BLDG 535

FFE 1632.6

BLDG 528

FFE 1632.6

BLDG 530

FFE 1633.4

BLDG 531

BLDG

FFE 1633.5

FFE 1633.5

BLDG 526

F F

E

.7

B L

D G

1633.3

FFE

S C

A L E

WITHIN THIS FENCED AREA)

(WATER TOWER LOCATED

(C R

U

IS

E M

IS

S

IL

E L

A N

E

(C R

U

IS

E M

IS

S

IL

E L

A N

E

S A

N

E

EE

E

S A

N

T

E E E

S A

N

S A

N

G

N

G

M W

G

Z .7

Y .2

X .7

F

G

N

T

E

G M

ID

X2

E

E

E

E

E

E

C

C

Fi ni sh ed F lo or E l.

.8

N

AC

E

A C

A C

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

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

U G

S

HH-4

HH-8

UL

S S

U G

CAM 1

CAM 2

CAM 3

CAM 3

U L

U G

U G

S

U G

S

UGS UGS

UL

UGS U

G S

UGS

S

UL

UGS

UGS

HH-1

HH-2

HH-3

HH-6

HH-5

HH-7

S S U L

U L

U G

U G

L1

U G

S

L2

L2UL

U G

UG

U L

U L

L2

L2

L2

L2

L2

L2 30'

L2 30'

12.5M

S

L2 30'

CAM 1

HH-1

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

M

IA

E

S .d g n

ES100

B M

A

B M

A

S L

SUPPLEMENTAL LEGEND:

UGS

UG

UL

KEYED NOTES:

NOTES:

O V

E R

A L L S

IT

E P

L A

N

E L E

C T

R

IC

A L

KEYED NOTES (CONTINUED):

MINIMUM DEPTH OF 24" BELOW GRADE.

COPPER IN 1" SCHEDULE 80 PVC CONDUIT BURIED TO A

UNDERGROUND SITE LIGHTING CIRCUIT. SHALL BE 8 AWG

OF 30" BELOW FINISHED GRADE.

INDICATED. CONDUIT SHALL BE BURIED TO A MINIMUM DEPTH

UNDERGROUND CONDUIT SECONDARY CIRCUIT, SIZED AS

BELOW FINISHED GRADE, UNLESS NOTED OTHERWISE.

2" SCHEDULE 80 PVC BURIED TO A MINIMUM DEPTH OF 24"

UNDERGROUND CONDUIT SIGNAL CIRCUITS. CONDUIT SHALL BE

" 30' " INDICATED MOUNTING HEIGHT.

POLE MOUNTED LIGHT FIXTURE. " L2 " INDICATES FIXTURE TYPE,

HAND HOLE. SEE DETAILS ON SHEET ES501.

CCTV CAMERA

P A

V

IN

G

D R

A

IN

A G

E

A N

D B

U

IL

D

IN

G U

P G

R A

D E

S

D

L A D

IS

P O

S

IT

IO

N

M

IN

O T A

F B

N D

P N

ES502.

CONTROLLER HAVE CLEAR LINE OF SITE TO BOTH MOTOR OPERATED GATES. SEE SHEET

CONTROLLER SHALL BE POSITIONED IN SUCH A WAY THAT SITE PERSONNEL USING

22. CONTRACTOR SHALL MOUNT EXTERIOR GATE CONTROLLER ON LIGHT POLE.

SEE SHEET EP101C.

21. LOOP DETECTOR BOX SHALL BE INSTALLED IN BUILDING 531, FOR MORE INFORMATION

BY GATE CONTROLLER IN BUILDING 531. SEE SHEETS EP101C AND ES502.

A CIRCUIT 29,31 IN BUILDING 531. GATE OPERATOR FOR MAIN GATE SHALL BE CONTROLLED

20. GATE OPERATOR, NEMA SIZE 0 STARTER IN NEMA TYPE 3R ENCLOSURE FED FROM PANEL

EMPTY AS SPARE, INSTALL PULL CABLE FOR FUTURE USE.

19. CONTRACTOR SHALL INSTALL TWO PARALLEL CONDUIT. ONE CONDUIT SHALL BE LEFT

18. CONTRACTOR SHALL INSTALL PULL CABLE IN EMPTY CONDUIT FOR FUTURE USE.

17. INSTALL ONLY UNDER BASE BID.

BY GATE CONTROLLER IN BUILDING 535. SEE SHEETS EP102G AND ES502.

L CIRCUIT 17,19 IN BUILDING 535. GATE OPERATOR FOR EXIT GATE SHALL BE CONTROLLED

16. GATE OPERATOR, NEMA SIZE 0 STARTER IN NEMA TYPE 3R ENCLOSURE FED FROM PANEL

(KEYED NOTES APPLY TO ALL ELECTRICAL SITE SHEETS)

SEE SHEET ES502.

SO THAT THE NEAREST EDGE IS 3' (NOM) FROM GATE.

RECOMMENDATION. CONTRACTOR SHALL LOCATE LOOP

CONTRACTOR SHALL INSTALL PER MANUFACTURER'S

15. PREFORMED INDUCTION LOOP, 6' X 20' (NOM).

KEYED NOTE 13, REMOVE EXISTING GUY WIRE.

14. ONCE NEW GUY WIRE HAS BEEN INSTALLED, SEE

MISSILE LANE BECOME SLACK LINES.

OVERHEAD ELECTRICAL LINES CROSSING CRUISE

ON EXISTING UTILITY POLE IN SUCH A WAY THAT

13. CONTRACTOR SHALL INSTALL NEW 12.5M GUY WIRE

BUILDING 531.

12. FIXTURES FED FROM PANEL A CIRCUIT 26 IN

SHEET EL503.

THE DIMMER SWITCH IN BUILDING 533, SEE DETAIL 4 ON

THE BASE OF THE POLE INDICATING THE LOCATION OF

SWITCHING. CONTRACTOR SHALL INSTALL A SIGN AT

LOCATED IN BUILDING 533 TO ALLOW FOR BI-LEVEL

CIRCUIT 16 SHALL BE CONNECTED TO A SWITCH

ELECTRICAL PANEL CIRCUITS 14 AND 16 IN BUILDING 533.

11. EACH FIXTURE SHALL BE FED FROM EXISTING

EXISTING POLE MOUNTED LIGHT FIXTURES.

10. CONTRACTOR SHALL DISCONNECT AND REMOVE

CONTROLLED USING AN INTEGRAL PHOTOCELL.

CIRCUIT 3 IN BUILDING 532. FIXTURE SHALL BE

9. FIXTURE FED FROM EXISTING ELECTRICAL PANEL

BUILDING 535.

8. (OPTION) FIXTURES FED FROM PANEL L CIRCUIT 31 IN

1" SCHEDULE 40 PVC CONDUIT.

BETWEEN BUILDING 531 AND ENGINE BLOCK HEATERS IN

4-10AWG COPPER CONDUCTORS AND 1-8AWG GND

DETAILS ON SHEET ES501. CONTRACTOR SHALL INSTALL

SHALL FEED ONE RECEPTACLE IN BOLLARD. SEE

BUILDING 531 CIRCUITS A-33 AND A-35. EACH CIRCUIT

7. NEW ENGINE BLOCK HEATER SHALL BE FED FROM

REPLACED/RELOCATED. SEE KEYED NOTE 7.

6. EXISTING ENGINE BLOCK HEATERS TO BE

NEW GRADE. SEE HANDHOLE DETAILS ON SHEET ES501.

DIMENSIONS. NEW HANDHOLE SHALL BE FLUSH WITH

REPLACE WITH VEHICLE RATED HANDHOLE OF EQUAL

PRIOR TO CONSTRUCTION. CONTRACTOR SHALL

HANDHOLE. CONTRACTOR SHALL VERIFY CONTENTS

5. (OPTION) APPROXIMATE LOCATION OF EXISTING

CIRCUIT A-28.

AIMED AWAY FROM PARKING LOT SHALL BE FED FROM

SHALL BE FED FROM CIRCUIT A-26 AND THE FIXTURE

THE OPTION THE FIXTURE AIMED TOWARD PARKING LOT

FIXTURE POLE SHALL BE INSTALLED AS OPTION. UNDER

FROM PANEL A CIRCUIT 26 IN BUILDING 531. DOUBLE

LOT SHALL BE INSTALLED UNDER THE BASE BID AND FED

4. SINGE FIXTURE POLE AIMED TOWARD THE PARKING

3. INSTALL UNDER OPTION.

BUILDING 535. SEE SHEETS EP102G, EY501, AND EY601.

2. (OPTION) CAMERA 3 SHALL BE ON THE SIDE OF

SHEETS EY501, AND EY601.

EXISTING WOOD POLE ADJACENT TO BUILDING 528. SEE

1. (BASE BID) CAMERA 3 SHALL MOUNTED ON AN

(KEYED NOTES APPLY TO ALL ELECTRICAL SITE SHEETS)

W F -1

-B -0

/0

/2

2. OPTION ITEMS NOT IN CONTRACT.

LOCATIONS OF EXTERIOR WALL MOUNTED LIGHT FIXTURES.

1. SEE BUILDING ELECTRICAL PLAN SHEETS FOR

(NOTES APPLY TO ALL ELECTRICAL SITE SHEETS)

A

M

G

E N

E R

A L R

E V

IS

IO

N S

/1

/2

B M

ELECTRICAL SITE PLAN

(BOMBER BLVD) (BOMBER BLVD)

C O

M M

#5

FFE 1632.9

BLDG 532

FFE 1633.0

BLDG 534

FFE 1632.6

BLDG 528

FFE 1632.6

BLDG 530

FFE 1633.4

BLDG 531

BLDG

FFE 1633.5

FFE 1633.5

S C

A L E

(C R

U

IS

E M

IS

S

IL

E L

A N

E

(C R

U

IS

E M

IS

S

IL

E L

A N

E

S A

N

S A

N

N

G

M W

G

S A

N

T

E

G M

ID

X2

E

E

E

E

E

E

C

AC

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

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

CAM 2

CAM 1

CAM 3

U G

U G

S

U G

S

UGS UGS

UL

UGS U

G S

UGS

UL

S S

L1

UGS

UGS

HH-1

HH-2

HH-3

HH-6

HH-7

U L

U L

U G

U G

U G

S

UL

U G

UG

U L

U L

12.5M

S

S

L2

L2

L2

L2

L2

L2

L2

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

M

IA

E

S .d g n

ES102

B M

A

B M

A

S L

IT

E P

L A

N S

O U

T H

E L E

C T

R

IC

A L

MATCHLINE - SEE SHEET ES101

P A

V

IN

G

D R

A

IN

A G

E

A N

D B

U

IL

D

IN

G U

P G

R A

D E

S

D

L A D

IS

P O

S

IT

IO

N

M

IN

O T A

F B

N D

P N

W F -1

-B -0

/0

/2

A

M

G

E N

E R

A L R

E V

IS

IO

N S

/1

/2

B M

40'0 20'

ELECTRICAL SITE PLAN - SOUTH

16 17

16 3

SCHEDULE 80 PVC CONDUIT

2-#10 AND #10 GND IN 1"

MANUFACTURER RECOMMENDATION

LEAD-IN TWISTED WIRES PER

15 21

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

11'

A

11'

A

11'

A

11'

A

C

11'

A

11'

A

11'

A

11'

A

11'

A

11'

A

CKT-10

CKT-10

CKT-10

PANEL

ELECTRICAL

CKT-5

CKT-3

CKT-10

CKT-10

CKT-8

LOUVER

EXISTING

EF-1

BH-1BH-1

BH-1BH-1

CAM1

LOUVER

EXISTING

H

OSOS

3S3

VACUUM PUMP

S

S

OS

S S

OS

CONTACTOR

LIGHTING

OS

S

OS

S

8'0 4'

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

BUILDING 532 - ELECTRICAL PLAN 1

/4

A N

S I

D

B M

A

B M

A

S L

O

E L E

C T

R

IC

A L P

L A

N

B U

IL

D

IN

G

KEYED NOTES:

1 2

(TYP)

M

IA

E

P

D .d g n

EP101D

NOTES:

P A

V

IN

G

D R

A

IN

A G

E

A N

D B

U

IL

D

IN

G U

P G

R A

D E

S

D

L A D

IS

P O

S

IT

IO

N

M

IN

O T A

F B

N D

OF EXISTING LOUVERS.

3. SEE SHEET M-101D FOR INFORMATION REGARDING CONTROL

CONDITION.

CONTRACTOR SHALL REPAIR AND RETURN TO EXISTING/NEW

EQUIPMENT OR DURING THE REMOVAL OF EXISTING, THE

OR DAMAGED DURING THE INSTALLATION OF NEW ELECTRICAL

2. WHERE EXISTING WALLS OR SURFACES TO REMAIN ARE CUT

1. SEE SHEET EP101A FOR SUPPLEMENTAL LEGEND.

TYP.

W F -1

-B -0

/0

/2

RECEPTACLE SHALL BE LABELED "BURNER ONLY".

BURNER. RECEPTACLE SHALL BE FED FROM CKT-10.

COORDINATED TO ACCOMMODATE FINAL MOUNTING HEIGHT OF

BY THREADED ROD. DISTANCE FROM CEILING SHALL BE

INSTALL SIMPLEX RECEPTACLE SUSPENDED FROM THE CEILING

WITH THREE PRONG PLUG AND CORD. CONTRACTOR SHALL

5. RADIANT HEATING SYSTEM BURNER (BH-1) COMES EQUIPPED

FIXTURES, SEE SHEET ES100 AND ES102.

4. TWO 1" SCHEDULE 80 PVC CONDUIT TO NEW POLE MOUNTED

LOCATION AS THE EXISTING FIXTURE BEING REPLACED.

FIXTURE. NEW FIXTURE SHALL BE INSTALLED IN THE SAME

3. NEW FIXTURE IS TO REPLACE EXISTING CEILING MOUNTED

SWITCHES.

PHOTOCELL. FIXTURE NOT CONTROLLED BY INTERIOR

2. FIXTURE SHALL BE EQUIPPED WITH A FACTORY INSTALLED

EXISTING FIXTURE THAT IS BEING REPLACED.

DOOR. MOUNT NEW FIXTURE IN THE SAME LOCATION AS THE

1. FIXTURE SHALL REPLACE EXISTING FIXTURE MOUNTED ABOVE

M

G

E N

E R

A L R

E V

IS

IO

N S

/1

/2

B M

A

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

CCTV CAMERA SCHEDULE

CAMERA VIEW MOUNTING LOCATION CIRCUIT DETAIL NO. TYPE

3 (BASE BID)

3 (OPTION)

MAIN GATE

EAST GATE (BASE BID)

EAST GATE (OPTION)

MOUNT ON EXISTING WOODEN POLE

MOUNT ON BUILDING 535

A-24 IN BUILDING 531

P-25 IN BUILDING 528

CKT-1 IN BUILDING 532

L-35 IN BUILDING 535

EY501 DETAIL 2

EY501 DETAIL 2

EY501 DETAIL 1

EY501 DETAIL 2

FIXED

FIXED

FIXED

FIXED

MOUNT ON BUILDING 531

RESOLUTION

1/3 INCH

1/3 INCH

1/3 INCH

1/3 INCH

HEIGHT

MOUNTING

SENSOR SIZE

IMAGE

LENGTH

LENS FOCAL

RATE

FRAME

3 mm

3 mm

5 mm

TILT

DOWN 31°

DOWN 31°

DOWN 20°

13 FEET

13 FEET

13 FEET

13 FEET

5 mm

1280 X 1024

1280 X 1024

1280 X 1024

1280 X 1024

DOWN 20°

MOUNT ON BUILDING 532 30 FPS

30 FPS

30 FPS

30 FPS

VEHICLE STORAGE GATE

BUILDING 531 GATE &

GENERAL NOTES: KEYED NOTES:

BUILDING 528 BUILDING 532

BUILDING 528

ROOM ON WEST SIDE OF BUILDING 531 (SEE SHEET EP101C)

(SEE SHEET EP102C)

BUILDING 531

ROOM ON WEST SIDE OF

OPERATION

HDMI JACK LOCATED BEHIND THE TELEVISION (N.I.C.).

RUN IN CONDUIT CONCEALED IN THE WALL TO A FLUSH MOUNTED

7. FROM THE ETHERNET-TO-HDMI RECEIVER, HDMI CABLE SHALL BE

TO BE TRANSMITTED VIA HDMI CABLE.

6. THE ETHERNET-TO-HDMI RECEIVERS SHALL CONVERT THE SIGNAL

LOCATED AT EACH MONITORING STATION.

HDMI-TO-ETHERNET EXTENDER TO ETHERNET-TO-HDMI RECEIVERS

5. CAT 6 ETHERNET CABLES SHALL EXTEND FROM THE

MONITORING STATION.

ALLOWING IDENTICAL SIGNALS TO BE TRANSMITTED TO EACH

VIA CAT 6 ETHERNET CABLE AS WELL AS SPLIT THE SIGNAL,

EXTENDER WHICH WILL CONVERT THE SIGNAL TO BE TRANSMITTED

4. THE HDMI CABLE SHALL EXTEND TO AN HDMI-TO-ETHERNET

HDMI CABLE.

3. THE DVR SHALL OUTPUT A LIVE STREAM OF THE VIDEO VIA AN

TRANSMIT THEM VIA A SINGLE CAT 6 ETHERNET CABLE TO THE DVR.

2. THE SWITCHER SHALL COMBINE THE CAMERA SIGNALS AND

SWITCHER VIA CAT 6 ETHERNET CABLE.

1. CAMERA SIGNALS SHALL FEED FROM THE CAMERAS INTO THE

THE SWITCHER.

ENSURE THE TOTAL LOAD DOES NOT EXCEED THE POE CAPACITY OF

COORDINATE THE SELECTION OF CAMERA, HEATER, AND FAN TO

ENCLOSURE. HEATER AND FAN SHALL BE POE. CONTRACTOR SHALL

15. CONTRACTOR SHALL INSTALL HEATER AND FAN IN CAMERA

THE PROPER OPERATION OF CCTV SYSTEM.

PROVIDE AND INSTALL ALL PROPRIETARY SOFTWARE NECESSARY FOR

CONTROL OF CCTV SECURITY EQUIPMENT. CONTRACTOR SHALL

14. CONTRACTOR SHALL INSTALL COMPUTER ON ROLL OUT SHELF FOR

13. MONITOR (N.I.C.)

12. ETHERNET TO HDMI RECEIVER.

11. HDMI TO ETHERNET EXTENDER.

10. CAT 6 CABLE IN 1/2" EMT.

9. HDMI CABLE IN 3/4" EMT.

THE EXTERIOR FACE OF BUILDING 535.

8. (OPTION) UNDER THE OPTION, CAMERA 3 SHALL BE MOUNTED ON

MOUNTED ON EXISTING POLE ADJACENT TO BUILDING 528.

7. (BASE BID) UNDER THE BASE BID, CAMERA 3 SHALL BE

BOX OR CABINET SHALL BE 2" UNLESS INDICATED OTHERWISE.

6. SIGNAL CONDUIT FOR CAMERAS. CONDUIT FROM CAMERA JUNCTION

5. IP CAMERA SHALL BE POWER OVER ETHERNET (POE).

4. BOX AT BASE OF POLE, SEE SHEET EY501/DETAILS 1 AND 2.

INFORMATION FOR THE RACK.

3. REFER TO SHEETS EP101C AND EP603 FOR POWER AND GROUNDING

STORAGE FOR ALL CAMERAS, 2TB MINIMUM.

2. DVR. DVR SHALL HAVE CAPACITY FOR 14 DAYS OF VIDEO

1. RACK MOUNTED POWER OVER ETHERNET (POE) SWITCHER.

5. OPTION ITEMS NOT IN CONTRACT.

SECURITY CAMERA CONNECTING TO THE SWITCHER IN BUILDING 531.

4. CONTRACTOR SHALL INSTALL SEPARATE CAT 6 CABLES FOR EACH

NOT TO EXCEED 300'.

EXTENDERS BETWEEN CAMERAS AND SECURITY CABINET AT INTERVALS

3. CONTRACTOR SHALL INSTALL WATERPROOF ETHERNET AND POE

THE CAMERAS VIA HAND HOLES. SEE KEYED NOTES 5 & 6.

2. SEE SITE DRAWING ES101 FOR CONDUIT/DUCT REQUIREMENT TO

RIGID GALVANIZED STEEL WHEN RUN EXPOSED OUTSIDE.

1. CONDUITS FOR THE CCTV AND SECURITY EQUIPMENT SHALL BE

(TYPICAL)

HH-1 HH-2

HH-3

(TYPICAL)

(TYPICAL)

EY601EY601EY601

CAM 3

CAM 1

CAM 2

CCTV SECURITY RISER

SEE SHEETS EP101C AND EY501.

SECURITY CABINET IN BUILDING 531

12 12

5 15

9 9

10 10

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

M

IA

E

Y .d g n

A N

S I

D

B M

A

B M

A

S L

EY601

T V S

E C

U R

IT

Y R

IS

E R

P A

V

IN

G

D R

A

IN

A G

E

A N

D B

U

IL

D

IN

G U

P G

R A

D E

S

D

L A D

IS

P O

S

IT

IO

N

M

IN

O T A

F B

N D

W F -1

-B -0

/0

/2

A

M

G

E N

E R

A L R

E V

IS

IO

N S

/1

/2

B M