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Fort Bliss Gravesite Expansion BD Part 4

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A PDF document (12.6 MB) attached to Fort Bliss National Cemetery, Gravesite Expansion and FCA Deficiencies, from the Department of Veterans Affairs. Due Nov 12, 2026, 10:00 AM (UTC-7).

File name: Fort Bliss Gravesite Expansion BD Part 4.pdf

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I. 3870.00

I. 3870.00

LEGEND

I. 3870.00

3868.16

3868.40

PROPERTY LIMITS

SURVEY LIMITS

3872
3869

NEW DRAINAGE CHANNEL

3869

3869

3870

3869

3871

3872
3871

3869

3869

3872

3870

CONSTRUCTION LIMITS

3870

3869

2:1 MAX

A

3873

3872
3869

3869

3869

3870
3871

3870
3871
3872
3873
3874

3872
3873

3875

3872
3873

3875

3876
3877

3876

3881

3871

I. 3870.34

3875

EXISTING MAJOR CONTOUR

3876

NEW MINOR CONTOUR

3875

NEW MAJOR CONTOUR

BW 3877.14

NEW CONCRETE C&G

3881.19

NEW RIPRAP

3880

3873

TW 3880.85

ROCK CONSTRUCTION

ENTRANCE. SEE DETAIL 2/CE502.

ROCK FILTER DAM (TYP.)

INLET PROTECTION.
SEE DETAIL 1/CE502.

2.0%

2.0%

ROCK FILTER DAM.

SEE DETAIL 3/CD502

R. 3876.40

3869

3880.00

NEW SPOT ELEVATION

FL

FLOW LINE ELEVATION

HP

HIGH POINT ELEVATION

3868.50

B

2.5

B

9%

%

3874

SEDIMENT CONTROL FENCE.
SEE DETAIL 1/CE501.

2.

3879

SEDIMENT CONTROL LOG.
SEE DETAIL 1/CE501.

SECTION QQ

PPC

SECTION WW

PPC

3871

A

EXISTING RIPRAP

3869

3869

38 7

3881.80

3881.58

EXISTING MINOR CONTOUR

GRADE BREAK

TW 3877.66
BW 3877.66
3880.46

3876

LP

LOW POINT ELEVATION

TW 3877.38
BW 3877.38

R.

RIM ELEVATION

I.

INVERT ELEVATION

ME

MATCH EXISTING

TW

TOP OF WALL ELEVATION

BW

BOTTOM OF WALL ELEVATION

3869

3873

3878

3876

3875

3876.78

3872

FL 3876.29

3876

3873

3874

3876

3875

3877.90

3877

LP 3876.28

HP 3876.65

R. 3878.30

R. 3877.07

FL 3876.60

3876

3878.33

3871

3869

3876.78

3876.78

FL 3876.43

R. 3876.06

FL 3876.46

FL 3877.76
FL 3877.70
FL 3877.36

3877.22
3877

3876.78

FL/ME 3877.52 ±

HP 3877.98

R. 3877.39

R. 3876.71

R. 3876.74

R. 3876.77

ROCK CONSTRUCTION

ENTRANCE

3877.60
3876.78

3876.78

R. 3876.96

SECTION Y

IGC

FL 3876.60

R. 3876.06

R. 3876.74

R. 3876.71

FL 3876.43

3875.19

R. 3875.87

C

FL 3877.36

R. 3877.06

FL 3876.29

FL 3876.56

3874.91

R. 3876.06

R. 3876.50

LP 3876.28

HP 3876.68

LP 3876.09

R. 3878.09

R. 3875.20

3875.00

3871.32

HP 3876.58

3877.96

FL 3876.43

R. 3876.06

3877.83

R. 3877.77

R. 3877.74

FL 3876.46

R. 3875.06

3877

FL 3876.56

3876

3877.90

R. 3875.87

FL 3876.43

C

3869

R. 3876.72

R. 3876.80

R. 3874.75

1.9%

3868.62

R. 3876.78

FL 3877.75

3876.87

3876.15

LOCKABLE SWING GATE FOR

CONSTRUCTION ACCESS

R. 3878.36

3878.44

ME 3877.69 ±

3878.76
2.1%

3878

2.0%

7%
2.

2.0%

FL/ME 3877.06 ±

D

TW 3877.75
BW 3877.75

3879

6%

SECTION VV

PPC

SILT FENCE (TYP.)

EX. SECTION SS

3868.73

BW 3875.71
3880

3874

3869

3869

TW 3880.35

3881.26

3880.78

3880.78

3880.78

3871

3880

0.5%
3871

3871

3871

NTS

TW 3881.18

3878.80

3873

HP 3871.89

3880.62

3880.62

3878.84
3875.21

KEYMAP

3868.77

TEMPORARY CONSTRUCTION

FENCING (TYP.)

N

3871

SECTION W

IGC

SECTION TT

PPC

SECTION UU

PPC

3874

3875

3870
3871

3876

3877

3878

3879

3880

3880

3870
3870

3870

3880

2:1 MAX

F

2.
3870

BW 3873.77

3870
3869

0.5%

3869

3869

E
TW 3872.71
BW 3872.71

3868

GRADING & EROSION CONTROL PLAN ENLARGEMENT - EXPANSION

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