g12r0024_dwgs1.PDF

PDF 41 MB Posted Jan 12, 2012

Attached to: PRE-SOLICITATION SYNOPSIS, SMALL BUSINESS SET-ASIDE SOLICITATION FOR CONSTRUCTION OF TWO (2) TACTICAL EQUIPMENT MAINTENANCE FACILITY (TEMF) AT FORT HOOD (KILLEEN), TX AND ASSOCIATED SITE/INFRASTRATURE IMPROVEMENTS
Solicitation number: W9126G-12-R-0024
Issued by: Department of the Army Corps of Engineers Engineering District Fort Worth

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Amendment No. 0002 Drawings Volume I

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GROUNDNATURAL

EL=8

.70E=3

3.0

N=10

6.1

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.84E=3

2.6

N=10

3.2

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.66E=3

0.9

N=10

0.5

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.53E=3

7.0

N=10

3.4

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.12E=3

8.6

N=10

0.9

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.63E=3

5.1

N=10

9.1

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.66E=3

7.0

N=10

8.5

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.95E=3

3.3

N=10

4.6

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

81.

16E=3

7.4

N=10

3.3

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

81.

24E=3

7.6

N=10

4.8

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

51.

97E=3

2.1

N=10

14.

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.90E=3

.57

N=10

4.1

RED

CAP

SET

1/2

" I

RON

ROD

EL=8

.80E=3

.13

N=10

.20

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.12E=3

3.7

N=10

.68

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.61E=3

3.6

N=10

18.

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.68E=3

5.2

N=10

1.8

RED

CAP

SET

1/2

" I

RON

ROD

EL=8

.95E=3

9.5

N=10

4.9

RED

CAP

SET

1/2 " I

RON

ROD

P .I .V

COCO

S S S S S

CB CB

COVERED HARDSTAND COVERED HARDSTAND

(COF1E)

COMPANY OPERATIONS FACILITY

(COF2E)

COMPANY OPERATIONS FACILITY

E W

A L

DD RR

WATERS OF THE US.

REMAIN 25-FT FROM

CONSTRUCTION MUST

WATERS OF THE US.

REMAIN 25-FT FROM

CONSTRUCTION MUST

(EXISTING)

L A

K E

R O

A D

L A

A D

L A

A D

O R

G A

A T

N A

O R

G A

A T

ORGANIZATIONAL VEHICLE TRAIL "A"

MAIN ROAD

MH MH

W W

MH MH

MANAGEMENT AREA

STORMWATER

MANAGEMENT AREA

STORMWATER

MANAGEMENT AREA

STORMWATER

CB CB CB M

N A

G E

M E

E A

S T

O R

M W

A T

CB CB

CO CO

CO COCO

COCO

MH MH

P .I .V

D D

(PN077187-THAAD)

COMPANY OPS

(PN071682-THAAD)

COMPANY OPS

MAIN ROAD

R R

(BY OTHERS)

HARDSTAND

COVERED

(BY OTHERS)

HARDSTAND

COVERED

SATS, ASLMS, & COMVAN SATS, ASLMS, & COMVAN

(PN071682 -THAAD)

SMALL TEMF

(PN077187 -THAAD)

SMALL TEMF

S T

O R

A G

B U

G O

R G

A N

A T

C E

A D

A C

C E

A D

A C

C E

A D

A C

C E

A D

S T

O R

G O

R G

A N

A T

P O

HARDSTAND

COVERED

HARDSTAND

COVERED

E=3119812.61

N=10390800.89

BUILDING

CONTROL

ELECTRICAL

PHASE 1 (MAIN ROAD)

WATER LINES)

SEWER AND CONDENSER

PHASE 1 (SANITARY

CONTRACTOR ENTRANCE)

GATE (TEMF & COF

G U

T H

M U

E L

L E

G U

T H

M U

E L

L E

M c

K E

N Z

P .E

O V

E R

A S

A N

G-105

LEGEND

CONSTRUCTION ROUTE

TEMF CONTRACT (PHASE 1)

TEMF CONTRACT (PHASE 2)

COF CONTRACT

80 0 80 160

SCALE IN FEET

D D

N S

T R

U C

C E

T E

S a

PROJECT.

OF LAKE ROAD TO ORIGINAL CONDITION OR BETTER PRIOR TO COMPLETION OF

THE ROAD FOR CONSTRUCTION ACCESS. THE CONTRACTOR SHALL RESTORE THE GRADES

CONTRACTOR’S RESPONSIBILITY TO PROVIDE ANY IMPROVEMENTS NECESSARY TO USE

10) LAKE ROAD IS CURRENTLY A GRADED COMPACTED DIRT ROAD. IT IS THE

CONTRACTORS. THIS GATE SHALL ALIGN WITH THE MAIN ROAD.

PROVIDE CONSTRUCTION ACCESS INTO THE COMPLEX FOR BOTH THE TEMF AND COF

9) THE CONTRACTOR SHALL CONSTRUCT A GATE IN THE PERIMETER FENCE TO

SHALL COORDINATE FINAL LOCATIONS WITH THE COR AFTER AWARD.

8) LAYDOWN AREAS SHOWN ON PLANS ARE A GENERAL LOCATION, THE CONTRACTOR

CONTRACTOR TO EXCHANGE ANY RESPONSIBILITY.

COF CONTRACTOR, THE TEMF CONTRACTOR SHALL COORDINATE WITH THE COF

CONTRACT HAS BEEN COMPLETED. IF THE TEMF CONTRACTOR FINISHES PRIOR TO THE

ANTICIPATED THAT THE TEMF CONTRACT WILL BE COMPLETED AFTER THE COF

CONSTRUCTION ROADS AND THE TEMF CONTRACTOR’S LAYDOWN AREA. IT IS

7) THE TEMF CONTRACTOR SHALL DEMOLISH AND RESTORE ALL TEMPORARY

REFER TO CG105-CG108 FOR STORM DRAIN LOCATIONS.

CONSTRUCTION OF STORM DRAIN LINES G AND M AND ASSOCIATED APPURTENANCES.

TO "SSMH-B2/C1". REFER TO CU100 SHEETS FOR UTILITY LOCATIONS.

TO "SSMH-A5". CONSTRUCTION OF GRAVITY SEWER LINE "B" FROM "SSMH-A2/B1"

APPURTENANCES. CONSTRUCTION OF GRAVITY SEWER LINE "A" FROM "SSMH-A2/B1"

CONSTRUCTION OF GRAVITY SEWER LINES C, D, E, AND F AND ASSOCIATED

THE EXISTING MANHOLE TO AT LEAST COORDINATE N=10391348.44, E=3120048.55.

CU105 FOR LOCATIONS. CONSTRUCTION OF THE SANITARY SEWER FORCE MAIN FROM

6) PHASE 1 INCLUDES: CONSTRUCTION OF ALL CONDENSING LINES, REFER TO SHEET

CONTRACTOR ACCESS TO ANY PART OF THE COF CONTRACTOR’S SITE.

5) THE TEMF CONTRACTOR’S CONSTRUCTION FENCE SHALL NOT DENY THE COF

AREAS SHOWN AS PHASE 1.

AND PERFORM REQUIRED GRADING WITHIN THE COF CONTRACTOR’S BOUNDARIES AND

DRAIN, WATER, CONDENSING, COMMUNICATIONS, AND ELECTRICAL INFRASTRUCTURE

CONSTRUCT: THE TEMF CONSTRUCTION FENCE, MAIN ROAD, SANITARY SEWER, STORM

4) THE TEMF CONTRACTOR HAS 90 CALENDAR DAYS FROM NOTICE OF AWARD TO

ACCESS INTO THE TEMF SITE.

CONTRACTORS. THE TEMF CONTRACTOR SHALL CONSTRUCT A SEPARATE ENTRANCE FOR

3) THE THAAD TEMF & COF CONTRACTOR GATE ENTRANCE ALLOWS ACCESS TO BOTH

SITE, WITH THE COF CONTRACTOR.

COORDINATE THE ENTRANCE/ACCESS ROAD (MAIN ROAD), INTO AND OUT OF THE COF

ACCESS ROAD BEFORE THE COF CONTRACT IS AWARDED. THE TEMF CONTRACTOR SHALL

2) THE TEMF CONTRACTOR SHALL ESTABLISH THE MAIN ROAD AS A CONSTRUCTION

BUILDINGS ALONG WITH SITE WORK.

(COF), WHICH WILL BE A SEPARATE CONTRACT. EACH OF THE PROJECTS HAS TWO

EQUIPMENT MAINTENANCE FACILITIES (TEMF) AND COMPANY OPERATIONS FACILITIES

1) THIS PLAN INCLUDES THE PHASING OF TWO PROJECTS: THAAD TACTICAL

PHASING PLAN NOTES:

a a a

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

S u b m it t e d b y

D e s c r ip t io n D a t e

A c t io n

S o l N o

C o n t r o

C o n e v number:

reference

Sheet

2 3 4 5

C O

E E

R T

T E

A R

T R

il e n a m e

P lo t d a t e

P lo t s c a le

S y m b o l

US Army Corps of Engineers

Fort Worth District

C H

C T

N f h

B a s e

M a p s

F L

H A

L N .d g n

P W

O R

K D

:d m s

F H s p m d l1 .d g n

P W

O R

K D

:d m s

F H

V M

G b s .D

G N

N f h

B a s e

M a p s w e t ln d .d g n

P W

O R

K D

:d m s f h

M S

C p h m d l1 .d g n

R E

F E

R E

E S

F H

M S

G .d g n

T r a c k in g

F H

M S

G .d g n

D A

B R

O W

P .E

F O

O D

T E

X A

T H

M F

P N

E N

E E

A N

C H

C O

N S

T R

U C

E N

E E

N O

V E

M B

E R

GROUNDNATURAL

EL=8

.70E=3

3.0

N=10

6.1

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.50E=3

.72

N=10

2.9

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.23E=3

3.1

N=10

0.6

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.53E=3

7.0

N=10

3.4

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.12E=3

8.6

N=10

0.9

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.63E=3

5.1

N=10

9.1

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

51.

97E=3

2.1

N=10

14.

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.90E=3

.57

N=10

4.1

RED

CAP

SET

1/2

" I

RON

ROD

EL=8

.80E=3

.13

N=10

.20

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.12E=3

3.7

N=10

.68

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.61E=3

3.6

N=10

18.

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.87E=3

.85

N=10

9.7

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.68E=3

5.2

N=10

1.8

RED

CAP

SET

1/2

" I

RON

ROD

EL=8

.95E=3

9.5

N=10

4.9

RED

CAP

SET

1/2 " I

RON

ROD

CB CBCB CBCB

SIDEWALK SIDEWALK

WATERS OF THE US.

REMAIN 25-FT FROM

CONSTRUCTION MUST

ASPH. ROAD

(EXISTING)

L A

A D

L A

A D

L A

A D

O R

G A

A T

O R

G A

A T

ORGANIZATIONAL VEHICLE TRAIL "A"

MH MH

W W

MH MH

MANAGEMENT AREA

STORMWATER

MANAGEMENT AREA

STORMWATER

MANAGEMENT AREA

STORMWATER

CB CB CB M

N A

G E

M E

E A

S T

O R

M W

A T

CB CB

CO CO

CO COCO

COCO

MH MH

SATS, ASLMS, & COMVAN SATS, ASLMS, & COMVAN

(PN071682 -THAAD)

SMALL TEMF

(PN077187 -THAAD)

SMALL TEMF

S T

O R

G O

R G

A N

A T

C E

A D

A C

C E

A D

A C

C E

A D

A C

C E

A D

S T

O R

G O

R G

A N

A T

P O

HARDSTAND

COVERED

HARDSTAND

COVERED

E=3119812.61

N=10390800.89

BUILDING

CONTROL

ELECTRICAL

G U

T H

M U

E L

L E

G U

T H

M U

E L

L E

M c

K E

N Z

P .E

O V

E R

Y O

U T

80 0 80 160

SCALE IN FEET

4) REFER TO THE C-500 SHEETS FOR DETAILS.

3) ALL SIDEWALK INTERSECTION CHAMFERS ARE 3-FT x 3-FT UNLESS OTHERWISE NOTED.

2) ALL DIMENSIONS ARE TO BACK OF CURB.

1) ALL SIDEWALKS ARE 6-FT WIDE UNLESS OTHERWISE NOTED.

NOTES:

(PN071682 - THAAD) AND AN EAST TEMF (PN077187 - THAAD).

11) THIS PROJECT CONSISTS OF TWO IDENTICAL SMALL TEMF BUILDINGS, A WEST TEMF

FOR ALL OTHER UTILITY INFORMATION.

10) SEE SHEETS CG105-CG108 FOR STORM DRAIN COORDINATES AND SHEETS CU100-CU105

YARD REQUIREMENTS. (SHEETS A302, A402, S902, M-101)

9) SEE MECHANICAL, ARCHITECTURAL, AND STRUCTURAL SHEETS FOR THE MECHANICAL

SHEET A-801 AND STRUCTURAL SHEET S-701 FOR COVERED HARDSTAND DETAILS.

8) DIMENSIONS OF COVERED HARDSTAND ARE TO THE ROOF LINE. SEE ARCHITECTURAL

7) SEE SHEET ES501 AND ES505 FOR TRANSFORMER PAD DETAILS.

6) SEE SHEET CS105 FOR HORIZONTAL ALIGNMENT DATA.

5) SEE SHEET C-001 FOR LEGEND AND NOTES.

NOTES (CONT):

PLACED 2-FT FROM THE CORNERS.

PAD 2.5-FT FROM THE CORNERS. THERE SHALL ALSO BE A BOLLARD ON THE TWO SIDES

EQUIPMENT SHEET S-003. THERE SHALL BE TWO BOLLARDS PLACED IN THE FRONT OF THE

14) VSAT PAD. PAD SHALL BE 10-FT x 10-FT. REFER TO PAD DETAIL FOR ELECTICAL

13) SEE SHEETS CP110-CP113 FOR STRIPING LAYOUT.

COORDINATES ARE GRID.

CENTRAL ZONE, NAD-83. VERTICAL CONTROL SHALL BE BASED ON NGVD. ALL

12) HORIZONTAL CONTROL IS BASED ON TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH

NOTES (CONT):

A D

P M

N T a a a

CS100

J A

N a a a a a a

2 2

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

S u b m it t e d b y

D e s c r ip t io n D a t e

A c t io n

S o l N o

C o n

Sheet

2 3 4 5

C O

E E

R T

T E

A R

T R

e n a m e

P lo t d a t e

P lo t s c a le

S y m b o l

US Army Corps of Engineers

Fort Worth District

C H

C T

P W

O R

K D

:d m s f h

M S

C k p m d l1 .d g n

P W

O R

K D

:d m s

F H

V s p m d l_

G R

.d g n

R E

F E

R E

E S

F H

M S

C S

.d g n

T r a c k

F H

M S

C S .d g n

D A

B R

O W

P .E

F O

O D

T E

X A

T H

M F

P N

E N

E E

A N

C H

C O

N S

T R

U C

E N

E E

N O

V E

M B

E R

CS103

CS101 CS102

CS104

GROUNDNATURAL

EL=8

.53E=3

7.0

N=10

3.4

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.12E=3

8.6

N=10

0.9

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.63E=3

5.1

N=10

9.1

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.68E=3

5.2

N=10

1.8

RED

CAP

SET

1/2

" I

RON

ROD

WATERS OF THE US.

REMAIN 25-FT FROM

CONSTRUCTION MUST

(EXISTING)

CB CB CB

P .I .V

SATS, ASLMS, & COMVAN

E=3119498.81

N=10391334.43

(PN071682 -THAAD)

SMALL TEMF

TEMF PERIMETER FENCE

R K

CURB

GRAVEL CLEAR ZONE

E=3119738.79

N=10391529.15

E=3119831.06

N=10391492.77

GRAVEL CLEAR ZONE

10’ 20’

(TYP)(TYP)

30’

65’

E=3119990.69

N=10391346.79

E=3119487.17

N=10391510.36

B O

O T

W A

S H

6.65’55.7’6.65’

E=3119579.30

N=10391797.62

E=3119606.00

N=10391824.68

0+00

1+00

2+00

3+00

3+36

0+0 0.

00POB

3+3 5.

67POE

E=3119501.99

N=10391505.53

E=3119611.62

N=10391787.08

E=3119894.11

N=10391377.74

E=3119922.06

N=10391205.61

E=3119912.15

N=10391175.18

E=3119916.30

N=10391153.50

56.58’

15’

E=3119672.17

N=10391277.93

15’

11.67’

69’

’1

USED OIL STORAGE YARD.

E=3119696.28

N=10391463.25E=3119474.91

N=10391535.39

E=3120053.30

N=10391346.90

Y P

10’

(TYP)(TYP)

20’

E=3119710.27

N=10391538.45

E=3119820.62

N=10391493.02

E=3119799.92

N=10391429.47

E=3119686.98

N=10391483.11 E=3119819.14

N=10391440.04

E=3120015.27

N=10391359.29( T

Y P

CURB

E=3119560.37

N=10391523.32

E=3119551.39

N=10391808.82

E=3119640.77

N=10391779.69

E=3119903.41

N=10391406.26

E=3119719.78

N=10391535.35

A C

C E

A D

P O

12.67’

FOR DETAIL)

(SEE SHEET C-512

OIL/WATER SEPARATOR

E=3119804.40

N=10391507.77

MECHANICAL YARD

HARDSTAND

COVERED

38.33’

GRAVEL CLEAR ZONE

40’ DOUBLE SWING GATE

STORAGE YARD.

OUT OF SPEC WASTE FUEL

USED ENGINE COOLANT &

SHEETS FOR DETAILS)

BOLLARDS (SEE ELECTRICAL

RECEPTACLE PANELS AND

7’ PERSONNEL GATE

E=3119422.62

N=10391367.15

(7’-8" x 4’-2")

TRANSFORMER PAD

E=3120009.15

N=10391179.15

(7’-8" x 4’-2")

TRANSFORMER PAD

E=3119782.55

N=10391377.81

(14’ x 7’)

TRANSFORMER PAD

E=3119914.43

N=10391582.35

(7’-8" x 4’-2")

TRANSFORMER PAD

A P

HANDRAILS

RAMP WITH

SIDEWALK

E=3119764.87

N=10391267.09

’ 7.67’

E=3119702.74

N=10391371.74

E=3119529.39

N=10391428.24

YARD

MECHANICAL

SWING GATE

18’ DOUBLE

61.58’

15’

E=3119775.82

N=10391308.75

CURB

STRIPING)

(SEE SHEET CP112 FOR

EEU VEHICLE SPACE

(10’ x 10’)

VSAT PAD

G U

T H

M U

E L

L E

G U

T H

M U

E L

L E

M c

K E

N Z

P .E

30 0 30 60

SCALE IN FEET

1) SEE SHEET CS100 FOR NOTES.

NOTE:

CS101

Y O

U T

S H

SHEET CS101

SHEET CS103

D D

P M

N T

J A

N a a a

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

S u b m it t e d b y

D e s c r ip t io n D a t e

A c t io n

S o l N o

C o n

Sheet

2 3 4 5

C O

E E

R T

T E

A R

T R

e n a m e

P lo t d a t e

P lo t s c a le

S y m b o l

US Army Corps of Engineers

Fort Worth District

C H

C T

P W

O R

K D

:d m s

F H

V s p m d l_

G R

.d g n

P W

O R

K D

:d m s f h

M S

C k p m d l1 .d g n

R E

F E

R E

E S

F H

M S

C S

.d g n

T r a c k

F H

M S

C S .d g n

D A

B R

O W

P .E

F O

O D

T E

X A

T H

M F

P N

E N

E E

A N

C H

C O

N S

T R

U C

E N

E E

N O

V E

M B

E R

EL=8

.12E=3

3.7

N=10

.68

RED

CAP

SET

1/2 " I

RON

ROD

EL=8

.95E=3

9.5

N=10

4.9

RED

CAP

SET

1/2 " I

RON

ROD

L A

A D

L A

A D

O R

G A

A T

O R

G A

A T

MHMH

M A

N A

G E

M E

E A

S T

O R

M W

A T

P .I .V

SATS, ASLMS, & COMVAN

E=3120077.21

N=10391145.93

E=3120107.78

N=10391239.74

(PN077187 -THAAD)

SMALL TEMF

STOP SIGN

T E

E T

N C

C U

R B

CURB

G R

A V

N E

GRAVEL CLEAR ZONE

TEMF PERIMETER FENCE

E=3120267.04

N=10391357.00

GRAVEL CLEAR ZONE

10’

(TYP)

20’

(TYP)

30’

E=3120066.12

N=10391321.68

E=3120569.18

N=10391158.35

E=3120476.22

N=10391188.03

E=3120492.38

N=10391182.76

65’

E=3120790.25

N=10391458.19

E=3120145.12

N=10391295.94

E=3119922.06

N=10391205.61

E=3119912.15

N=10391175.18

E=3119916.30

N=10391153.50

56.58’

E=3120250.56

N=10391089.43

15’

B O

O T

W A

S H

6.65’ 55.7’ 6.65’

69’

USED OIL STORAGE YARD.

E=3120053.30

N=10391346.90

E=3120328.16

N=10391257.32

E=3120248.02

N=10391363.19

E=3120593.66

N=10391170.79 E=3120215.22

N=10391310.95

E=3120347.38

N=10391267.88

E=3120015.27

N=10391359.29

20’

(TYP)(TYP)

10’

Y P

CURB

E=3120541.79

N=10391486.05 E=3120631.17

N=10391456.923

E=3120455.69

N=10391231.53

E=3120602.13

N=10391519.50

E=3120740.40

N=10391418.17

E=3120773.55

N=10391519.90

E=3120600.58

N=10391459.87

E=3120547.93

N=10391537.16

0+0 0.

00POB

2+5 4.

86POE

E=3120154.41

N=10391324.46

E=3120238.52

N=10391366.29

E=3120610.28

N=10391478.45

E=3120772.56

N=10391425.57

SIDEWALK

51.58’

10’

A C

C E

A D

E=3120490.54

N=10390986.68

15’

P O

E=3120500.45

N=10391017.11

E=3120359.31

N=10391320.62

12.67’

FOR DETAIL)

(SEE SHEET C-512

OIL/WATER SEPARATOR

R K

MECHANICAL YARD

HARDSTAND

COVERED

E=3120332.64

N=10391335.62

E=3120348.87

N=10391320.86

38.33’

40’ DOUBLE SWING GATE

STORAGE YARD.

OUT OF SPEC WASTE FUEL

USED ENGINE COOLANT &

SHEETS FOR DETAILS)

BOLLARDS (SEE ELECTRICAL

RECEPTACLE PANELS AND

GATE

PERSONNEL

7’

E=3120009.15

N=10391179.15

(7’-8" x 4’-2")

TRANSFORMER PAD

E=3120353.21

N=10391188.15

(14’ x 7’)

TRANSFORMER PAD

E=3120437.44

N=10391411.90

(7’-8" x 4’-2")

TRANSFORMER PAD

A P

11.67’

HANDRAILS

RAMP WITH

SIDEWALK

7.67’

E=3120343.27

N=10391078.59

E=3120281.14

N=10391183.24

E=3120224.53

N=10391291.09

18’ DOUBLE SWING GATE

61.58’

15’

E=3120354.21

N=10391120.25

STRIPING)

(SEE SHEET CP113 FOR

EEU VEHICLE SPACE

0+00.00

3+35.67

POE

0+00

1+00

2+00

3+00

3+36

-0+18.50

0+57.00

POB ("B")

PI (MAIN)

C U

R B

E=3120567.24

N=10391467.32

(10’ x 10’)

VSAT PAD

G U

T H

M U

E L

L E

G U

T H

M U

E L

L E

M c

K E

N Z

P .E

30 0 30 60

SCALE IN FEET

1) SEE SHEET CS100 FOR NOTES.

NOTE:

CS102

Y O

U T

SHEET CS102

SHEET CS104

S H

E a a a

J A

A D

P M

N T a

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

S u b m it t e d b y

D e s c r ip t io n D a t e

A c t io n

S o l N o

C o n

Sheet

2 3 4 5

C O

E E

R T

T E

A R

T R

e n a m e

P lo t d a t e

P lo t s c a le

S y m b o l

US Army Corps of Engineers

Fort Worth District

C H

C T

P W

O R

K D

:d m s

F H

V s p m d l_

G R

.d g n

P W

O R

K D

:d m s f h

M S

C k p m d l1 .d g n

R E

F E

R E

E S

F H

M S

C S

.d g n

T r a c k

F H

M S

C S .d g n

D A

B R

O W

P .E

F O

O D

T E

X A

T H

M F

P N

E N

E E

A N

C H

C O

N S

T R

U C

E N

E E

N O

V E

M B

E R

G001

G002

G101

G102

G103

G104

G105

B101

B201

B202

B203

B204

B205

C001

CD100

CD101

CD102

CD103

CD104

CD105

CS100

CS101

CS102

CS103

CS104

CS105

CG100

CG101

CG102

CG103

CG104

CG105

CG106

CG107

CG108

CP100

CP101

CP102

CP103

CP104

CP105

CP106

CP107

CP108

CP109

CP110

CP111

CP112

CP113

CU100

CU101

CU102

CU103

CU104

CU105

C201

C202

C203

C204

C205

C206

C207

C208

C209

C210

C211

C212

C220

C221

C222

C223

C224

C225

C226

C227

C228

C229

C230

C231

C501

C502

C503

C504

C505

C506

C507

C508

C509

C510

C510B

C510C

C511

C512

C513

C514

C515

C516

C517

C518

C519

C520

C521

C522

C523

C524

C525

C526

C527

C528

C529

C530

L200

L201

L202

L203

L204

L501

S001

S002

S003

S004

S005

S006

S007

S008

S101

S102

S111

S301

S302

S303

S501

S502

S503

S504

S509

S521

S701

S901

S902

S903

A001

A002

A101

A102

A103

A104

A105

A106

A107

A201

A202

A203

A301

A302

A303

A401

A402

A403

A404

File details come from the government source that posted it. Updated Nov 14, 2017.