Fort Bliss Gravesite Expansion BD Part 5

A

A

B

B

DUMP STRAP

1" (25 mm) REBAR

FOR BAG REMOVAL

FROM INLET

2 EACH DUMP

STRAPS

SILT SACK

EXPANSION RESTRAINT

[1/4" (6 mm) NYLON

ROPE, 2" (51 mm) FLAT

WASHERS]

C

C

INLET PROTECTION

SCALE: NTS

E

F

D

File Path: y:\18500\18528 va nca_ft bliss burial expansion correct fca_el paso, tx\_07 civil\_01 cad files\_01 sheets\18528_eros_details.dwg | edit:ering | saved:3/5/2026 4:19 PM | plot:6/22/2026 3:03 PM

D

E

F

CONSTRUCTION EXIT

SCALE: NTS

CONSULTANT

FIRE / LOW VOLTAGE / SECURITY: IRRIGATION:

GEOTECHNICAL:

COST ESTIMATING

IMEG

AQUA ENGINEERING

TERRACON

OCMI

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

MATT SNYDER / PETE MCGHEE

Revisions:

VA FORM 08 - 6231

ARCHITECT/ENGINEER OF RECORD

JD LEONARD

IVAN AVELAR

Date:

BASE BID

BID DOCUMENTS

SCALE: NTS

Drawing Title

STAMP

Office of
Design and
Construction
Services

KYLE STEBBING

13605 1st Ave. N. #100 Plymouth, MN 55441
P 763.412.4000 | F 763.412.4090 | ae-mn.com
Anderson Engineering of Minnesota, LLC | Proj # 18528

RAYMOND BODO

ROCK FILTER DAM

Phase

EROSION CONTROL

DETAILS

Approved: Project Director

Project Number

FT BLISS NATIONAL CEMETERY

EXPANSION

BID DOCUMENTS

Location

5200 FRED WILSON AVENUE, EL PASO, TEXAS

159267

Issue Date

U.S. Department
of Veterans Affairs

Project Title

Checked

886CM3026
Building Number

Drawing Number

CE502

Drawn

OF155150

56 of

JUNE 15, 2026

LEGEND

PROPERTY LIMITS

SURVEY LIMITS

CONSTRUCTION LIMITS

A

NEW CHAIN-LINK FENCE

A

NEW OVERHEAD WIRE

SECTION YY

PPC

SECTION XX

PPC

SECTION WW

PPC

SECTION QQ

PPC

NEW CONCRETE C&G

NEW BITUMINOUS

PAVEMENT

B

B

ROAD A

6+50

6+00

5+00

4+00

3+00

2+00

PC

: 0+

84.

PT: 1+60.27

EP: 6+50.00

1+0

0+

PT
:0

+40

.54

SECTION Y

IGC

C

BP

:0
+0

0.0

C

SECTION VV

PPC

SECTION W

IGC

SECTION UU

PPC

SECTION TT

PPC

EX. SECTION SS

30'

60'
N

3900

3900

KEYMAP

NTS

3895

3875
-0.72%

R. 3875.87

R. 3876.50

R. 3876.06

EVCS: 0+54.44

EVCE: 3877.88

EXISTING

GRADE

BVCS: 2+04.33

BVCE: 3876.38

EVCS: 2+44.33

EVCE: 3876.38

1.00%

-1.00%

E

HIGH PT. STA = 0+34.44

HIGH PT ELEV = 3877.98

PVI STA = 0+34.44

PVI ELEV = 3878.08

A.D. = -2.00%
K = 20.00
40.00' VC

R. 3877.07

3890

BVCS: 0+14.44

BVCE: 3877.88

LOW PT. STA = 2+24.33

LOW PT ELEV = 3876.28

PVI STA = 2+24.33

PVI ELEV = 3876.18

A.D. = 2.00%
K = 20.00
40.00' VC

BVCS: 2+61.30

BVCE: 3876.55

EVCS: 3+01.30

EVCE: 3876.55

BVCS: 3+18.26

BVCE: 3876.38

1.00%

-1.00%

HIGH PT. STA = 2+81.30

HIGH PT ELEV = 3876.65

PVI STA = 2+81.30

PVI ELEV = 3876.75

A.D. = -2.00%
K = 20.00
40.00' VC