Am_0001_-_Drawings.pdf

OBSCURED

OBSCURED

B A

D

T O

E L

Z

R

A D

A S

P H

A L

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WIRE

GUY

B

E

A D

A S

P H

A L

T

Area Inlet

Top=5862.07'

Inv.out=5853.32'

PARKING

NO

8" PVC

P

V C

MH

CMP

24"

HYDRANT

PARKING

NO

PARKING

NO

PARKING

NO

HYDRANT

U/ G

ELECTRI

C

CROSSING

PED.

CROSSING

PED.

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.

MONUMENT

GRANITES

PARKING

RESERVED

PARKING

RESERVED

U

G

E L E C

C O

N C

U

G E

L E

C

U/ G

TELEPHONE

T

M

U

E C

T R I

C

SFG

10TH

B

E

A D

A S

P H

A L

T

PVC

12"

C O

N C

BLOCK

WALL

PVC

12"

TRAIL

TROJAN

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

PARKING

NO

U

E C

T R I

C

U

E C

T R I

C

C

W

T E

R

HEADQUARTERS

GROUP

B

E

A D

A S

P H

A L

T

PARKING

NO

U

E C

T R I

C

E. 3203405.485 N. 1323891.004

ELEV. 5880.49

FC-52

BRASS CAP

PARKING

VAN NO

SHUTTLE

U

E C

T R I

C

T E

R

S

U

E C

T R I

C

PARKING

NO

COMPLEX

GROUP

FORCES

SPECIAL

10TH

8" PVC WATER

2" GAS

S

T E

R

M

U

L E

P H

O N

E

U/G ELECTRIC

M

ELECTRIC MH

M

U

E C

T R I

C

U

L E

P H

O N

E

U

E C

T R I

C

U/G TELEPHONE

U/G ELECTRIC

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

O N

C R

E T E

G

C O

N C

R E

T E

S

D

Y H

S O

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IC

IT

A T

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N N

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F

IL

E N

A M

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D W

N B

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C K

D B

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D E

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IG

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A

B

M A

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P R

D A

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B E

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S U

B M

IT

T E

D B

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P L

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C A

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P L

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A T

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D A

T E

M A

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D E

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N

C O

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IDENTIFICATION

SHEET

D A

T E

A P

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®of Engineers

US Army Corps of Engineers

US Army Corps

.79

.18

.26

.34

.36

.42

.44

.52

.60

.71

ME 1

4.7

ME 1

4.7

.87

.84

FL19

.34

TC

.86

FL19

.36

TC

.11

FL19

.61

TC

.28

FL19

.78

TC

.28

FL19

.78

TC

.45

FL19

.95

TC

.46

FL19

.96

TC

.69

FL20

.19

TC

.79

FL20

.29

TC

.82

FL20

.32

TC

.96

FL20

.46

TC

5820 58

.00

.06

FL20

.56

TC

.07

FL20

.57

TC

.12

FL20

.62

TC

.20

FL20

.70

TC

.23

FL20

.73

TC

.42

FL20

.92

TC

.59

FL21

.09

TC

.59

FL21

.09

TC

.67

FL21

.17

TC

.76

FL21

.26

TC

.80

.83

FL21

.33

TC

.85

FL21

.35

TC

.85

.87

FL21

.37

TC

.89

FL21

.39

TC

.01

FL21

.51

TC

.03

FL21

.53

TC

.11

FL21

.61

TC

.17

FL21

.67

TC

.22

FL21

.72

TC

.23

.30

FL21

.80

TC

.31

FL21

.81

TC

.32

FL21

.82

TC

.32

FL21

.82

TC

.35

.39

FL21

.89

TC

.51

FL22

.01

TC

.6

.69

FL22

.19

TC

.70

.76

FL22

.26

TC

.76

FL22

.26

TC

.82

FL22

.32

TC

.86

FL22

.36

TC

.89

FL22

.39

TC

.91

FL22

.41

TC

.99

FL22

.49

TC

.04

FL22

.54

TC

.07

FL22

.57

TC

.09

FL22

.59

TC

.09

FL22

.59

TC

.09

.10

FL22

.60

TC

.21

FL22

.71

TC

.36

.38

FL22

.88

TC

.47

FL22

.97

TC

.48

FL22

.98

TC

.48

FL22

.98

TC

.48

FL22

.98

TC

.61

FL23

.11

TC

.61

FL23

.11

TC

.71

FL23

.21

TC

.74

FL23

.24

TC

.76

FL23

.26

TC

.81

.82

.83

FL23

.33

TC

.86

FL23

.36

TC

.87

FL23

.37

TC

.87

FL23

.37

TC

.87

.98

.99

.01

FL23

.51

TC

.02

.05

FL23

.55

TC

.12

.12

.13

FL23

.63

TC

.14

FL23

.64

TC

.17

.21

.24

.32

FL23

.82

TC

.33

FL23

.83

TC

.3

.34

FL23

.84

TC

.34

.45

FL23

.95

TC

.51

FL24

.01

TC

.58

FL24

.08

TC

.60

.62

.70

.75

.77

FL24

.27

TC

.77

FL24

.27

TC

.77

FL24

.27

TC

.77

FL24

.27

TC

.90

.96

.98

.99

.00

.01

FL24

.51

TC

.05

.05

.08

.10

.18

FL24

.68

TC

.19

.20

.21

.29

.31

.32

.36

.46

.49

.65

.6

.72

FL25

.22

TC

.74

.14

.16

.31

.32

.34

.40

.40

.43

.49

.50

.60

.61

.67

.67

.69

.73

.87

.02

.03

.08

.18

.20

.23

.25

.29

.30

.37

.37

.38

FL26

.88

TC

.38

.39

.43

.45

.48

.48

.50

.50

.51

.52

.54

FL27

.04

TC

.54

.55

.58

.61

.61

.62

.63

.63

.63

.65

.64

.65

.65

.65

.66

.66

.66

.68

.68

.68

.68

.69

.69

.69

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.70

.73

.1327

.45

.53

.58

.65

.68

.68

.72

.85

.42

.42

.52

.52

.27

.27

.37

.37

.12

.12

.22

.22

.64

.64

.69

FL44

.19

TC

.75

.75

.86

.86

.86

.86

.93

FL44

.43

TC

.02

FL44

.52

TC

.08

FL44

.58

TC

.16

FL44

.66

TC

.20

FL44

.70

TC

.25

FL44

.75

TC

.31

FL44

.81

TC

.41

FL44

.91

TC

.43

FL44

.93

TC

.52

FL45

.02

TC

.56

FL45

.06

TC

.86

.98

FL45

.48

TC

.06

FL45

.56

TC

.98

.98

.08

.08

.13

.20

.20

.30

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

FACILITY

BATTALION OPS

GRADING FOR

EXISTING GRADES

EXISTING GRADES

FACILITY

UNDER BATTALION OPS

GRADING PERFORMED

FACILITY

UNDER BATTALION OPS

GRADING PERFORMED

LABORATORY

LANGUAGE

PAD FOR FUTURE

FACILITY

UNDER BATTALION OPS

PARKING CONSTRUCTION

SOF HQ.

EXISTING 10TH

AREA

HEADQUARTERS

10TH SOF

FUTURE

CONSTRUCTION

FACILITY UNDER

OPERATIONS

BATTALION

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

S O

F L

A N

G U

A G

E T

R A

IN

IN

G F

A C

IL

IT

Y

F O

R T C

A R

S O

N

F

-1

-1

F C

W

C S .d g n

/1

/2

60' 30' 0 60'

SCALE: 1" = 60'-0"

CS100

E X

IS

T

IN

G C

O N

D

IT

IO

N S P

L A

N

P N

F

Y

TO BE CONSTRUCTED.

WHETHER THE OPTIONAL ROADWAY AND RUNNING TRAIL ARE CONTRACTED

CONTRACTOR SURVEY AND GRADING LIMITS SHALL BE DEPENDENT ON 4.)

ADDITIONAL INFORMATION.

DESIGN AND CONSTRUCTION OF THIS PROJECT. SEE SPECIFICATIONS FOR

CONTRACTOR SHALL PRODUCE THEIR OWN ENGINEERING SURVEY FOR THE 3.)

GUARENTEE THE ACCURACY OF THE INFORMATION SHOWN ON THIS PLAN.

NIETHER FORT CARSON OR THE US ARMY CORPS OF ENGINEERS 2.)

CURRENTLY UNDER CONSTRUCTION.

AND CONSTRUCTION DRAWINGS FOR THE BATTALION OPS FACILITY

EXISTING CONDITIONS PLAN IS A COMBINATION OF FORT CARSON GIS DATA 1.)

GENERAL NOTES:

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

(10 w)

(12 w)

(25 w)

(25 w)

P3

P1

P1

P1

H1 A:2

H1 A:2

H1 A:2

H1 A:2

H1 A:2

H1 A:2

H1 A:2

H1 A:2

3,2 5 V

IA

CONTACTOR

#1

0;1 "C

P5

H1 A:2

P4

P3

H1 A:2

H1 A:1

H1 A:2

H1 A:2

H1 A:1

H1 A:1

#8 ;1"

C.

H1 A:1

9,2 1 V

IA

CONTACTOR

H1

A:1

H1 A:1

H1 A:2

H1 A:2

H1 A:2

P2

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

E

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

L E P

H O

N E

C O

N C

C O

N C

U/ G

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U

G

E L E C

C O

N C

U

G E

L E

C

U/ G

TELEPHONE

T

M

U

E C

T R I

C

B

E

A D

A S

P H

A L

T

PVC

12"

C O

N C

BLOCK

WALL

PVC

12"

BRICK WALL

BLOCK AND

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

C

T E

R

B

E

A D

A S

P H

A L

T

U

E C

T R I

C

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

R

M

U

L E

P H

O N

E

U/G ELECTRIC

M

ELECTRIC MH

M

U

E C

T R I

C

U

L E

P H

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E

U

E C

T R I

C

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

O N

C R

E T E

G

C O

N C

R E

T E

S

D

Y H

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F

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D E

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B

M A

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P R

D A

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P L

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D A

T E

M A

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D E

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T

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N

C O

N T

R A

C T N

O

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

POND

DETENTION

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

GRADING

CONCEPTUAL

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

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

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T R

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T

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S O

F L

A N

G U

A G

E T

R A

IN

IN

G F

A C

IL

IT

Y

F O

R T C

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

ON WHETHER THE OPTIONAL ROADWAY IS ACCEPTED.

FOR THE SITE LAYOUT. LIMITS OF GRADING SHALL BE BASED

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

GENERAL NOTES:

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

/2

P

V C

P

V 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

CO

S

HC

HC

HC

G

G

G

G

NEW GAS SERVICE ENTRANCE (PN 76367)

TO GAS MAIN UNDER CONSTRUCTION

CONNECT NEW GAS SERVICE LINE

(Half Full Of Debris)

Inv.=5851.8'±

/1

/1

CLEANOUT

TWO WAY

3" W

8" FW

TRAINING FACILITY

SOF LANGUAGE

FORCE MAIN

EXISTING SS GATE VALVE

FIRE HYDRANT WITH

GATE VALVE

FIRE HYDRANT WITH

" W

" W

" W

" W

" W

8" W

8" W

AND VALVE BOXES (TYP.)

TEE WITH GATE VALVES

VALVES (2) AND VALVE BOXES (TYP.)

TAPPING TEE WITH GATE

" W

VALVES (2) AND VALVE BOXES (TYP.)

TAPPING TEE WITH GATE

GATE VALVE

FIRE HYDRANT WITH

PI

V

SS MANHOLE

" S

S

6" S

S

(PN 76367) ELEV TBD BY CONTRACTOR

TIE INTO SS MANHOLE UNDER CONSTRUCTION

(PN 76367)

8" W UNDER CONSTRUCTION

CONSTRUCTION (PN 76367)

SS FORCE MAIN UNDER

FORCE MAIN

EXISTING SS

AND PAVED AREAS, AS IS CURRENTLY SHOWN.

WILL NOT BE LOCATED UNDER TRASH COLLECTION

CURRENTLY UNDER DESIGN (PN DPW 14-074).

APPROXIMATE LOCATION OF NEW SS FORCE MAIN

G

G

G

G

NEW GAS SERVICE ENTRANCE (PN 76367)

TO GAS MAIN UNDER CONSTRUCTION

CONNECT NEW GAS SERVICE LINE

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

S O

F L

A N

G U

A G

E T

R A

IN

IN

G F

A C

IL

IT

Y

F O

R T C

A R

S O

N

F

Y

F -1

-1

F C

W

C U

.d g n

D K

E

D K

E

CU101

SCALE: 1" = 30'-0"

/1

/2

U T

IL

IT

Y P

L A

N

A N

S I

D

P A J

60'0 30'

W F -1

-R -0

D H

C

A M G

E N

E R

A L R

E V

IS

IO