Am_0003_-_Drawings.pdf

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H1 A:1

H1 A:2

H1 A:1

S

P3 H1

B:2 3 H1

B:2

H1 B:2

H1 B:2

H1 B:2

OBSCURED

OBSCURED

B A

D

T O

E L

Z

R

A D

A S

P H

A L

T

B

E

A D

A S

P H

A L

T

Area Inlet

Top=5862.07'

Inv.out=5853.32'

8" PVC

P

V C

MH

CMP

24"

HYDRANT

HYDRANT

U/ G

ELECTRI

C

C O

N C

U

G

T E L E P

H O

N E

U/G TELEPHONE

CMP

24"

U

G

E

L E P

H O

N E

C O

N C

C O

N C

U/ G

ELEC.

U

G

E L E C

C O

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U

G E

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U/ G

TELEPHONE

T

M

U

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T R I

C

B

E

A D

A S

P H

A L

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PVC

12"

C O

N C

BLOCK

WALL

PVC

12"

BRICK WALL

BLOCK AND

P V

C

W A

T E

R

CONCRETE

8" PVC WATER

METER

GAS

BRICK #7400

1 STORY

BRICK #7400

1 STORY

U/G ELEC. WATER2"

P

VC

U

E C

T R I

C

U

E C

T R I

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W

T E

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B

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A D

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E. 3203405.485 N. 1323891.004

ELEV. 5880.49

FC-52

BRASS CAP

U

E C

T R I

C

T E

R

S

U

E C

T R I

C

8" PVC WATER

2" GAS

S

T E

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M

U

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P H

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U/G ELECTRIC

M

ELECTRIC MH

M

U

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T R I

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U

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U

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T R I

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U/G TELEPHONE

U/G ELECTRIC

5820 58

L E F

V

L E F

V

L E F

V

L E F

V

L E F

V

L E F

V

L E F

V

L E F

V

L E F

V

L E F

V

L E F

V

L E F

V

E

CHAIN LINK FENCE

A S P

H A L T

D

IR

T T

R A

IL

A S P

H A L T

RIM=5866.09

OUT(NE) 12"=5862.08

RIM=5868.27

IN(N) 6"=5853.57

OUT(S) 6"=5853.42

DITCH FLOWLINE

CHAIN LINK FENCE

DITCH FLOWLINE

ROCK

INV. = 5807.95

" C

M P

INV. = 5808.71

MW

MONITORING WELL

w/3 PROTECTIVE

BOLLARDS

3" DECID.

3" DECID.

OFF

LIMITS

1" DECID.(4)

G R

A V E L

3" DECID.

G R

A V

E L

G

RAVEL

G

RAVEL

GRAVEL

GRAVEL

G R

A V E L

SANITARY FORCE MAIN AS FIELD LOCATED BY

UNDERGROUND CONSULTING SOLUTIONS.

PIPE SIZE & MATERIAL IS UNKNOWN.

SANITARY FORCE MAIN AS FIELD LOCATED BY

UNDERGROUND CONSULTING SOLUTIONS.

PIPE SIZE & MATERIAL IS UNKNOWN.

APPROXIMATE LOCATION ABANDONED SANITARY FORCE

MAIN. PLOTTED BASED UPON G-TAB MAPPING.

LOCATION AND DEPTH COULD NOT BE FIELD VERIFIED.

USCE MONUMENT

& BRASS CAP

IN CONCRETE

STAMPED "4TH 01"

CP TEST

5843.26

8" PVC SANITARY FORCE MAIN AS

FIELD LOCATED BY UNDERGROUND

CONSULTING SOLUTIONS. DEPTH

COULD NOT BE FIELD VERIFIED.

(SEE EXIST. CONDITIONS NOTE #2)

D

IR

T T

R A

IL

6" P

LA

S T

IC

14" PVC

INV. = 5860.00

14" PVC INV. OUT = 5851.88

HEADWALL

HEADWALL

W

W X

W

ELEC.

TRANS.

W

W

BOF-02

N: 1323951.18

E: 3203895.48

ELEV. = 5865.99

5/8" REBAR & 3.5"

ALUMINUM CAP

W

O V

E R

H A

N G

A.C. UNIT

CP TEST

B L

D G

S

T O

R Y (C

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C R

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

HC

HC

HC

80 8

ELEV 41.0

75.5

:1 S

L O P E

NEW CURBING

CLOSE DRIVE WITH

AND WALK

CONCRETE STAIRS

3:1 SLOPE

3:1 SLOPE

3:1 SLOPE

ENTRANCE

AND

PATIO

PAVING

EXISTING

CONNECT TO

BEGIN

ROADWAY

OPTIONAL

END

ROADWAY

OPTIONAL END

ROADWAY

OPTIONAL

OPTIONAL ROADWAY

OPTIO

NAL R

OADWAY

O P

T

IO

N A

L R

O A

D

CONSTRUCTION

BOF UNDER

GRADING FOR

ACCESS DRIVES

NEW 28' WIDE ASPHALT

WITH THE BOF PROJECT

UNDER CONSTRUCTION

PARKING AND DRIVES

HEADQUARTERS

10TH SOF

FUTURE

WITH SCREEN WALL

MECHANICAL UNITS

DRIVE

ACCESS

EMERGENCY

LEGEND

OPTIONAL ROADWAY

BASE BID (BUILDING, PAVING, UTILITIES)

BOF AND OTHER FACILITIES

EXISTING INFRASTRUCTURE

GATE

SECURITY

GATE

SECURITY

ON CONCRETE PAVEMENT

DUMPSTER ENCLOSURE

SIDEWALK

DETENTION

POND

TRAIL

JOGGING

RELOCATED

OPTIONAL

TRAIL

JOGGING

RELOCATED

OPTIONAL

TRAIL

JOGGING

PATIO

PARKING

3 HANDICAP

PARKING

SENIOR STAFF

26 SIGNED

SD

S D

SD

SD

SD

SD

S D

S D

S D

S D

SD

STAIRS

PARKING

MOTORCYCLE

CONCRETE

GRADING

CONCEPTUAL

CONCEPTUAL

GRADING

GRADING

CONCEPTUAL

GRADING

CONCEPTUAL

FACILITY

TRAINING

LANGUAGE

TO EXISTING

JOGGING TRAIL

CONNECT NEW

74 STALLS

PARKING

NEW ASPHALT

ROCK MULCH

FIELD SEED MIX

ROCK MULCH

ROCK MULCH

MIX

FIELD SEED

DRIVES

CONNECTING

ASPHALT

28' WIDE

NEW SHADE TREE (TYP.)

TREE (TYP.)

NEW EVERGREEN

SD

SD

SD

S D

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

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T

OMAHA DISTRICT

S O

F L

A N

G U

A G

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IN

IN

G F

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IT

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F O

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A R

S O

N

N

F

Y

F -1

-1

F C

W

C S .d g n

/1

/2

S

IT

E P

L A

N

60' 30' 0 60'

SCALE: 1" = 60'-0"

CS101

M T J

M T J

M T J

W F -1

-R -0

A

M E

N D

M E

N T

C

O R

R E

C T

E D S

C A

L E

/1

/1

T J

D A

M G

E N

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A L R

E V

IS

IO

N S

/0

/1

ACCEPTED.

THE ROAD SURFACE, SHOULD THE OPTIONAL ROADWAY NOT BE

BASE BID FINAL GRADE FOR THE OPTIONAL ROADWAY SHALL BE 2.)

THE ENTIRE SITE AND ROADWAY AS PART OF THE BASE BID.

FOR THE SITE LAYOUT. CONTRACTOR SHALL ROUGH GRADE

CONCEPTUAL GRADING IS SHOWN AS A PROOF OF CONCEPT 1.)

GENERAL NOTES: