Fort Bliss Gravesite Expansion BD Part 5.pdf
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- 36C78626B0028
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FT BLISS NATIONAL CEMETERY EXPANSION - BID DOCUMENTS
This document comprises civil engineering design drawings and utility plans for the Fort Bliss National Cemetery Expansion project located at 5200 Fred Wilson Avenue, El Paso, Texas. The U.S. Department of Veterans Affairs project (Number 886CM3026), designed by Anderson Engineering of Minnesota, LLC (Project #18528), includes comprehensive construction plans issued June 15, 2026, with geotechnical services provided by Terracon and cost estimating by Van Avelar OCMI.
The project encompasses infrastructure improvements including Road A development (0+00 to 6+00 stations) with associated grading, drainage, and utilities; erosion control details featuring silt sacks, rock filter dams, and expansion restraints; and extensive utility coordination across water, sanitary sewer, and storm sewer systems. Specific utility work includes installation of PVC conduits in concrete duct banks with handholes, drainage channels with varying bottom widths (6-8 feet), concrete or rip-rap channel linings, flared end sections, and subsurface drainage trenches. Storm drainage structures comprise multiple catch basin and storm manholes (CBMH-101 through CBMH-403, STMH-102, STMH-103, STMH-303) with specified invert and rim elevations, plus flared end sections at outlet locations. The base bid documents include detailed sections, profiles, and specifications for concrete channel construction, RCP pipe bedding methods, and channel endwall construction using 3000 PSI concrete. The utility plans indicate no new utility work within certain expansion areas (CU102/CU103) with Option 1 providing alternative routing configuration for expansion infrastructure.
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Text version
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\
8_ er os
_d et ai ls
.d w g ed it:
er in sa ve d:
3/
5/
:1
PM
p lo t:6
/2 2/
:0
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:
Office of Design and Construction
Services
FT BLISS NATIONAL CEMETERY
EXPANSION
886CM3026
JUNE 15, 2026
5200 FRED WILSON AVENUE, EL PASO, TEXAS
BID DOCUMENTS
OF 150
FIRE / LOW VOLTAGE / SECURITY:
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309.781.3770
MATT SNYDER / PETE MCGHEE
IRRIGATION:
AQUA ENGINEERING
300 BOARDWALK DRIVE
UNIT 4B
FORT COLLINS, CO 80525
970.372.6104
JD LEONARD
GEOTECHNICAL:
TERRACON
6460 HILLER STREET
SUITE A
EL PASO, TX 79925
915.778.5233
IVAN AVELAR
COST ESTIMATING
OCMI
2100 NORTH GREENVILLE AVENUE
SUITE 1150
RICHARDSON, TX 75082
469.431.0571
RAYMOND BODO
BID DOCUMENTS
KYLE STEBBING
159267
1" (25 mm) REBAR
FOR BAG REMOVAL
FROM INLET
EXPANSION RESTRAINT
[1/4" (6 mm) NYLON ROPE, 2" (51 mm) FLAT
WASHERS]
2 EACH DUMP
STRAPS
DUMP STRAP
SILT SACK
EROSION CONTROL
DETAILS
CE502
SCALE:1
INLET PROTECTION
NTS
SCALE:3
ROCK FILTER DAM
NTSSCALE:2
CONSTRUCTION EXIT
NTS
BASE BID
EX. SECTION SS
0+00
1+00
2+003+004+005+006+006+50
BP
: 0
+0 0.
PT
: 0
+4 0.
PC
: 0
+8 4.
PT
: 1
+6 0.
EP
: 6
+5 0.
PVI STA = 2+24.33
PVI ELEV = 3876.18
A.D. = 2.00% K = 20.00
40.00' VC
BV
C
S:
+0 4.
BV
C E:
6.
EV
C
S:
+4 4.
EV
C E:
6.
LOW PT. STA = 2+24.33
LOW PT ELEV = 3876.28
PVI STA = 3+38.26
PVI ELEV = 3876.18
A.D. = 2.00% K = 20.00
40.00' VC
BV
C
S:
+1 8.
BV
C E:
6.
EV
C
S:
+5 8.
EV
C E:
6.
LOW PT. STA = 3+38.26
LOW PT ELEV = 3876.28
PVI STA = 4+77.60
PVI ELEV = 3875.99
A.D. = 2.00% K = 20.00
40.00' VC
BV
C
S:
+5 7.
BV
C E:
6.
EV
C
S:
+9 7.
EV
C E:
6.
LOW PT. STA = 4+77.60
LOW PT ELEV = 3876.09
PVI STA = 3+98.26
PVI ELEV = 3876.78
A.D. = -2.00% K = 20.00
40.00' VC
BV
C
S:
+7 8.
BV
C E:
6.
EV
C
S:
+1 8.
EV
C E:
6.
HIGH PT. STA = 3+98.26
HIGH PT ELEV = 3876.68
PVI STA = 2+81.30
PVI ELEV = 3876.75
A.D. = -2.00% K = 20.00
40.00' VC
BV
C
S:
+6 1.
BV
C E:
6.
EV
C
S:
+0 1.
EV
C E:
6.
HIGH PT. STA = 2+81.30
HIGH PT ELEV = 3876.65
PVI STA = 0+34.44
PVI ELEV = 3878.08
A.D. = -2.00% K = 20.00
40.00' VC
BV
C
S:
+1 4.
BV
C E:
7.
EV
C
S:
+5 4.
EV
C E:
7.
HIGH PT. STA = 0+34.44
HIGH PT ELEV = 3877.98
PVI STA = 5+55.59
PVI ELEV = 3876.77
A.D. = -2.75% K = 21.75
59.91' VC
BV
C
S:
+2 5.
BV
C E:
6.
EV
C
S:
+8 5.
EV
C E:
6.
HIGH PT. STA = 5+47.39
HIGH PT ELEV = 3876.58
.7
.7
0+00
.5
.6
.6
.7
1+00
.7
.8
.8
.9
2+00
.0
.0
.8
.9
3+00
.1
.1
.2
.2
4+00
.0
.1
.5
.5
5+00
.3
.4
.9
.9
6+00
.5
.6
6+50
-0.72%
1.00% -1.00%
1.00%-1.00%1.00%-1.00%1.00% -1.75%
R. 3875.20
R. 3875.87 R. 3876.06 R. 3876.50 R. 3876.06
R. 3877.07
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\
8_ st re et p
&p .d w cn el so n d:
6/
/2
9:
A M lo t:6 /2
2/
:0
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:
Office of Design and Construction
Services
FT BLISS NATIONAL CEMETERY
EXPANSION
886CM3026
JUNE 15, 2026
5200 FRED WILSON AVENUE, EL PASO, TEXAS
BID DOCUMENTS
OF 150
FIRE / LOW VOLTAGE / SECURITY:
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309.781.3770
MATT SNYDER / PETE MCGHEE
IRRIGATION:
AQUA ENGINEERING
300 BOARDWALK DRIVE
UNIT 4B
FORT COLLINS, CO 80525
970.372.6104
JD LEONARD
GEOTECHNICAL:
TERRACON
6460 HILLER STREET
SUITE A
EL PASO, TX 79925
915.778.5233
IVAN AVELAR
COST ESTIMATING
OCMI
2100 NORTH GREENVILLE AVENUE
SUITE 1150
RICHARDSON, TX 75082
469.431.0571
RAYMOND BODO
BID DOCUMENTS
KEYMAP
NTS
N
KYLE STEBBING
159267
STREET PLAN & PROFILE - ROAD A
0+00 TO 6+00
CP111
KS CN ##
1 ROAD A - PLAN VIEW (STA. 0+00 - 6+00) 0 30' 60'
N
LEGEND
PROPERTY LIMITS
SURVEY LIMITS
CONSTRUCTION LIMITS
NEW CHAIN-LINK FENCE
NEW OVERHEAD WIRE
NEW CONCRETE C&G
NEW BITUMINOUS
PAVEMENT
2 ROAD A - PROFILE VIEW (STA. 0+00 - 6+50) (HORIZONTAL)
(VERTICAL)
0 30' 60'
0 6' 12'
PROPOSED
GRADE
EXISTING
GRADE
ROAD A
SECTION YY
PPC
SECTION XX
PPC
SECTION WW
PPC
SECTION QQ
PPC
SECTION VV
PPC
SECTION UU
PPC
SECTION TT
PPC
SECTION Y
IGC
SECTION W
IGC
EQUIP., NIC.
ELEC PANELS
PIV8
PIV
PIV6 PIV7
PIV4
PIV3
PIV2
PI
V 1
PK
PK
PF
EX
. S
EC
TI
O N
S S
EX
. S
EC
TI
O N
R R
EX
. S
EC
TI
O N
P P
EX
. S
EC
TI
O N
N N
EX
. S
EC
TI
O N
X
EX
. S
EC
TI
O N
II
EX
. S
EC
TI
O N
J J
EX
. S
EC
TI
O N
M M
EX
. S
EC
TI
O N
G
EX
. S
EC
TI
O N
L
EX
. S
EC
TI
O N
L
CU102 CU103
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\
8_ ut il ov er al l.d w ks te bb in d:
4/
/2
1:
P lo t:6
/2 2/
:0
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:
Office of Design and Construction
Services
FT BLISS NATIONAL CEMETERY
EXPANSION
886CM3026
JUNE 15, 2026
5200 FRED WILSON AVENUE, EL PASO, TEXAS
BID DOCUMENTS
OF 150
FIRE / LOW VOLTAGE / SECURITY:
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309.781.3770
MATT SNYDER / PETE MCGHEE
IRRIGATION:
AQUA ENGINEERING
300 BOARDWALK DRIVE
UNIT 4B
FORT COLLINS, CO 80525
970.372.6104
JD LEONARD
GEOTECHNICAL:
TERRACON
6460 HILLER STREET
SUITE A
EL PASO, TX 79925
915.778.5233
IVAN AVELAR
COST ESTIMATING
OCMI
2100 NORTH GREENVILLE AVENUE
SUITE 1150
RICHARDSON, TX 75082
469.431.0571
RAYMOND BODO
BID DOCUMENTS
KEYMAP
NTS
N
CU102 CU103
KYLE STEBBING
159267
0 120' 240' N
OVERALL UTILITY PLAN
CU101
CNKS
1 OVERALL UTILITY PLAN
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED WATERMAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED DRAINTILE
PROPOSED WATERMAIN
FITTING
PROPOSED SANITARY MANHOLE
AND CLEANOUT
PROPOSED STORM INLETS
FES W/ TRASH GUARD AND RIP
RAP
CO
KEY NOTES
SEE SHEET CU111 FOR EXPANSION AREA
2 2
NO NEW UTILITY WORK WITHIN SHEET2
PIV
PIV4
PIV3
PIV2
PI
V 1
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\
8_ ut il en la rg em en ts
.d w ks te bb in d:
4/
/2
3:
lo t:6
/2 2/
:0
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:
Office of Design and Construction
Services
FT BLISS NATIONAL CEMETERY
EXPANSION
886CM3026
JUNE 15, 2026
5200 FRED WILSON AVENUE, EL PASO, TEXAS
BID DOCUMENTS
OF 150
FIRE / LOW VOLTAGE / SECURITY:
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309.781.3770
MATT SNYDER / PETE MCGHEE
IRRIGATION:
AQUA ENGINEERING
300 BOARDWALK DRIVE
UNIT 4B
FORT COLLINS, CO 80525
970.372.6104
JD LEONARD
GEOTECHNICAL:
TERRACON
6460 HILLER STREET
SUITE A
EL PASO, TX 79925
915.778.5233
IVAN AVELAR
COST ESTIMATING
OCMI
2100 NORTH GREENVILLE AVENUE
SUITE 1150
RICHARDSON, TX 75082
469.431.0571
RAYMOND BODO
BID DOCUMENTS
KEYMAP
NTS
N
CU102 CU103
KYLE STEBBING
159267
UTILITY PLAN 1
CU102
CNKS
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED WATERMAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED DRAINTILE
PROPOSED WATERMAIN
FITTING
PROPOSED SANITARY MANHOLE
AND CLEANOUT
PROPOSED STORM INLETS
FES W/ TRASH GUARD AND RIP
RAP
CO
0 30' 60'
N
1 UTILITY PLAN 1
M
AT
C H
LI
N
E
- S
H
EE
T C
U
PLUG AND STUB CONDUIT.
SEE TECHNOLOGY SHEETS
FOR BUILDING CONNECTION
22.5° BEND
PVC CONDUIT
CONDUIT HANDHOLE
1. THE LOCATION OF THE CONDUIT AND HAND HOLES
ARE APPROXIMATE LOCATIONS. FIELD VERIFY THE
LOCATION & ELEVATION OF ALL UTILITIES PRIVATE
AND/OR PUBLIC PRIOR TO INSTALLATION. FIELD
COORDINATE THE FINAL LOCATION WITH THE COR
AND RESIDENT ENGINEER PRIOR TO INSTALLATION.
2. HANDHOLES SHALL BE CONSTRUCTED SO THAT THE
TOP OF THE FRAME WILL BE FLUSH WITH THE
EXISTING GROUND LINE. CONDUITS SHALL BE BURIED
A MINIMUM OF 24" BELOW FINISHED GRADE.
3. CONTRACTOR IS RESPONSIBLE FOR MOVING AND/OR
REPLACING ALL EXISTING UTILITIES, PAVEMENTS,
TREES, VEGETATION, ETC. THAT WILL BE IMPACTED BY
THE INSTALLATION OF NEW CONDUITS SHOWN ON
DRAWINGS.
4. ALL UNDERGROUND IT CONDUITS SHALL BE ENCASED
IN A CONCRETE DUCT BANK.
GENERAL NOTES
KEY NOTES
INSTALL (2) 4" PVC CONDUITS INSIDE CONCRETE DUCT
BANK. SEE DETAIL 3/2101-FA000.
INSTALL (1) 2" PVC CONDUIT INSIDE CONCRETE DUCT
BANK. SEE DETAIL 3/2101-FA000.
INSTALL CONDUIT HANDHOLE. SEE DETAIL 4/T400.3
31 1
TERMINATE CONCRETE ENCASEMENT AT FACE OF
WALL FOUNDATION.4
BEGIN CONCRETE ENCASEMENT AT FACE OF WALL
FOUNDATION.5
PENETRATE EXISTING STONE WALL FOR CONDUIT
INSTALLATION.6
6 5
PIV8
PIV6 PIV7
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\
8_ ut il en la rg em en ts
.d w ks te bb in d:
4/
/2
3:
lo t:6
/2 2/
:0
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:
Office of Design and Construction
Services
FT BLISS NATIONAL CEMETERY
EXPANSION
886CM3026
JUNE 15, 2026
5200 FRED WILSON AVENUE, EL PASO, TEXAS
BID DOCUMENTS
OF 150
FIRE / LOW VOLTAGE / SECURITY:
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309.781.3770
MATT SNYDER / PETE MCGHEE
IRRIGATION:
AQUA ENGINEERING
300 BOARDWALK DRIVE
UNIT 4B
FORT COLLINS, CO 80525
970.372.6104
JD LEONARD
GEOTECHNICAL:
TERRACON
6460 HILLER STREET
SUITE A
EL PASO, TX 79925
915.778.5233
IVAN AVELAR
COST ESTIMATING
OCMI
2100 NORTH GREENVILLE AVENUE
SUITE 1150
RICHARDSON, TX 75082
469.431.0571
RAYMOND BODO
BID DOCUMENTS
KEYMAP
NTS
N
CU102 CU103
KYLE STEBBING
159267
UTILITY PLAN 2
CU103
CNKS
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED WATERMAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED DRAINTILE
PROPOSED WATERMAIN
FITTING
PROPOSED SANITARY MANHOLE
AND CLEANOUT
PROPOSED STORM INLETS
FES W/ TRASH GUARD AND RIP
RAP
CO
0 30' 60'
N
1 UTILITY PLAN 2
M
ATC
H
LIN
E - SH
EET C
U
M
AT
C H
LI
N
E
- S
H
EE
T C
U
PVC CONDUIT
CONDUIT HANDHOLE1
45° BEND
1. THE LOCATION OF THE CONDUIT AND HAND HOLES
ARE APPROXIMATE LOCATIONS. FIELD VERIFY THE
LOCATION & ELEVATION OF ALL UTILITIES PRIVATE
AND/OR PUBLIC PRIOR TO INSTALLATION. FIELD
COORDINATE THE FINAL LOCATION WITH THE COR
AND RESIDENT ENGINEER PRIOR TO INSTALLATION.
2. HANDHOLES SHALL BE CONSTRUCTED SO THAT THE
TOP OF THE FRAME WILL BE FLUSH WITH THE
EXISTING GROUND LINE. CONDUITS SHALL BE BURIED
A MINIMUM OF 24" BELOW FINISHED GRADE.
3. CONTRACTOR IS RESPONSIBLE FOR MOVING AND/OR
REPLACING ALL EXISTING UTILITIES, PAVEMENTS,
TREES, VEGETATION, ETC. THAT WILL BE IMPACTED BY
THE INSTALLATION OF NEW CONDUITS SHOWN ON
DRAWINGS.
4. ALL UNDERGROUND IT CONDUITS SHALL BE ENCASED
IN A CONCRETE DUCT BANK.
GENERAL NOTES
KEY NOTES
INSTALL (2) 4" PVC CONDUITS INSIDE CONCRETE DUCT
BANK. SEE DETAIL 3/FA401.
INSTALL (1) 2" PVC CONDUIT INSIDE CONCRETE DUCT
BANK. SEE DETAIL 3/FA401.
INSTALL CONDUIT HANDHOLE. SEE DETAIL 4/T400.3
TERMINATE CONCRETE ENCASEMENT. REFER TO
TECHNOLOGY FOR BUILDING CONNECTION.4
EX. SECTION SS
EX. SECTION RR
EX. SECTION PP
EX. SECTION NN
EX. SECTION X
EX. SECTION MM
EX. SECTION GEX. SECTION L
EX. SECTION L1
35 LF 12" RCP ST
@ 0.49%
241 LF 18" RCP ST @ 0.50% 243 LF 18" RCP ST @ 0.60%
22 LF 18" RCP ST @ 0.50%
CBMH-202
R. 3875.87
I. 3871.20 (18" IN)
I. 3871.20 (18" OUT)
CBMH-201
R. 3875.87
I. 3871.32 (18" OUT)
STMH-303
R. 3876.50
I. 3871.47 (12" IN)
I. 3871.47 (18" OUT)
I. 3871.47 (12" IN) CBMH-402
R. 3877.07
I. 3872.79 (12" IN)
I. 3872.79 (18" OUT)
FES-203
I. 3870.00
FES-304
I. 3870.00
FES-403
I. 3870.00
CBMH-101
R. 3875.20
I. 3871.20 (12" OUT)
STMH-102
R. 3874.75
I. 3870.99 (12" IN)
I. 3870.99 (12" OUT)
STMH-103
R. 3876.40
I. 3870.51 (12" IN)
I. 3870.51 (12" OUT)
FES-104
R. 3870.00
I. 3870.34 (12" IN)
43 LF 12" RCP ST @ 0.49%
CO-601
R. 3875.06
CO-605
R. 3876.77
CO-610
R. 3878.36
CO-510
R. 3878.09
245 LF 18" RCP ST @ 1.14%
0+
1+
2+
2+
3+
0+
1+
2+
3+
2+
0+00
1+
2+
0+00
1+
1+88
96 LF 12" RCP ST @ 0.49%
CO-602
R. 3876.96
CO-603
R. 3876.71
CO-604
R. 3876.74 CO-606
R. 3876.74 CO-607
R. 3876.71
CO-608
R. 3876.78 CO-609
R. 3877.39
CO-512
R. 3877.77
CO-511
R. 3878.30
CO-509
R. 3877.74
CO-508
R. 3876.80
CO-507
R. 3876.72
0+00
1+
2+
3+
4+00 5+00 6+
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+77
STA=0+69.05
STA=2+87.78
STA=6+86.98
STA=7+28.38
STA=16+76.80
STA=0+00.00
CBMH-303B
R. 3876.06
I. 3872.00 (12" OUT)
22 LF 12" RCP ST @ 1.20%
CBMH-303A
R. 3876.06
I. 3871.74 (12" OUT)
I. 3871.74 (12" IN)
59 LF 12" RCP ST @ 0.46%
CBMH-301
R. 3876.06
I. 3871.95 (12" OUT)
22 LF 12" RCP ST @ 0.62%CBMH-302
R. 3876.06
I. 3871.81 (12" OUT)
I. 3871.81 (12" IN)
55 LF 12" RCP ST @ 0.62%
0+
0+81
CBMH-401
R. 3877.06
I. 3873.04 (12" OUT)
22 LF 12" RCP ST @ 1.14%
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\
8_ ut il
- e xp an si on .d w cn el so d:
6/
/2
1:
lo t:6 /2
2/
:0
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:
Office of Design and Construction
Services
FT BLISS NATIONAL CEMETERY
EXPANSION
886CM3026
JUNE 15, 2026
5200 FRED WILSON AVENUE, EL PASO, TEXAS
BID DOCUMENTS
OF 150
FIRE / LOW VOLTAGE / SECURITY:
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309.781.3770
MATT SNYDER / PETE MCGHEE
IRRIGATION:
AQUA ENGINEERING
300 BOARDWALK DRIVE
UNIT 4B
FORT COLLINS, CO 80525
970.372.6104
JD LEONARD
GEOTECHNICAL:
TERRACON
6460 HILLER STREET
SUITE A
EL PASO, TX 79925
915.778.5233
IVAN AVELAR
COST ESTIMATING
OCMI
2100 NORTH GREENVILLE AVENUE
SUITE 1150
RICHARDSON, TX 75082
469.431.0571
RAYMOND BODO
BID DOCUMENTS
KEYMAP
NTS
N
KYLE STEBBING
159267
UTILITY PLAN - EXPANSION
CU111
KS CN ##
1 UTILITY PLAN - EXPANSION 0 40' 80'
N
CONNECT NEW IRRIGATION
MAINLINE TO 4" WATERMAIN.
SEE IRRIGATION PLANS.
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
NEW STORM SEWER
NEW DRAINTILE
NEW STORM MANHOLE
NEW CATCH BASIN MANHOLE
FLARED END SECTION
PVC CLEANOUT W/ CAST IRON
FRAME & COVER
NEW CRYPT INFILTRATION
GALLERY. SEE DETAIL 4/CB502
NEW SUBSURFACE DRAINAGE
TRENCH. SEE DETAIL 1/CB501
I 3869.1
NEW DRAINAGE CHANNEL
EX. SANITARY MANHOLE
R. 3871.43
SECTION WW
PPC
SECTION QQ
PPC
SECTION VV
PPC
SECTION UU
PPC
SECTION TT
PPC
SECTION Y
IGC
SECTION W
IGC
12" HDPE
GENERAL NOTES
1. CONTRACTOR TO PROVIDE INLET PROTECTION ON ALL STORM DRAIN INLETS PER DETAIL 1/CE502
2. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND CITY FOR TEMPORARY UTILITY
CONNECTION/DISCONNECTS.
3. COORDINATE ALL SHUTDOWNS A MINIMUM OF 48 HOURS OR MORE WITH COR/CEMETERY STAFF.
STRUCTURE SCHEDULE
STRUCTURE SIZE CASTING OR APPROVED EQUAL
CBMH-101 TYPE C NEENAH NO R5900 - FTX
CBMH-201 TYPE C NEENAH NO R5900 - FTX
CBMH-202 TYPE C NEENAH NO R5900 - FTX
CBMH-301 TYPE C NEENAH NO R5900 - FTX
CBMH-302 TYPE C NEENAH NO R5900 - FTX
STMH-303 48" DIA NEENAH R-1642-B
CBMH-303A TYPE C NEENAH NO R5900 - FTX
CBMH-303B TYPE C NEENAH NO R5900 - FTX
CBMH-401 TYPE C NEENAH NO R5900 - FTX
CBMH-402 TYPE C NEENAH NO R5900 - FTX
CBMH-403 TYPE C NEENAH NO R5900 - FTX
STMH-102 48" DIA NEENAH R-1642-B
STMH-103 48" DIA NEENAH R-1642-B
DRAINAGE CHANNEL PARAMETERS
STATION BOTTOM WIDTH DETAIL
0+00 - 0+69.05 6' 1/CU501
0+69.05 - 2+87.78 6' 3/CU501
2+87.78 - 6+86.98 6' 1/CU501
6+86.98 - 7+28.38 8' 1/CU501
7+28.38 - 16+76.80 8' 3/CU501
CO-501
R. 3874.95
CO-505
R. 3876.72
CO-506
R. 3876.72
CO-504
R. 3876.73
CO-503
R. 3876.71
CO-502
R. 3876.96
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\
8_ ut il
- e xp an si on .d w cn el so d:
6/
/2
1:
lo t:6 /2
2/
:0
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:
Office of Design and Construction
Services
FT BLISS NATIONAL CEMETERY
EXPANSION
886CM3026
JUNE 15, 2026
5200 FRED WILSON AVENUE, EL PASO, TEXAS
BID DOCUMENTS
OF 150
FIRE / LOW VOLTAGE / SECURITY:
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309.781.3770
MATT SNYDER / PETE MCGHEE
IRRIGATION:
AQUA ENGINEERING
300 BOARDWALK DRIVE
UNIT 4B
FORT COLLINS, CO 80525
970.372.6104
JD LEONARD
GEOTECHNICAL:
TERRACON
6460 HILLER STREET
SUITE A
EL PASO, TX 79925
915.778.5233
IVAN AVELAR
COST ESTIMATING
OCMI
2100 NORTH GREENVILLE AVENUE
SUITE 1150
RICHARDSON, TX 75082
469.431.0571
RAYMOND BODO
BID DOCUMENTS
KEYMAP
NTS
N
KYLE STEBBING
159267
UTILITY PLAN - EXPANSION - OPTION 1
CU112
KS CN ##
1 UTILITY PLAN - EXPANSION - OPTION 1 0 20' 40'
N
I 3869.1
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
NEW STORM SEWER
NEW DRAINTILE
NEW STORM MANHOLE
NEW CATCH BASIN MANHOLE
FLARED END SECTION
PVC CLEANOUT W/ CAST IRON
FRAME & COVER
NEW CRYPT INFILTRATION
GALLERY. SEE DETAIL 4/CB502
NEW SUBSURFACE DRAINAGE
TRENCH. SEE DETAIL 1/CB501
GENERAL NOTES
1. CONTRACTOR TO PROVIDE INLET PROTECTION ON ALL STORM DRAIN INLETS PER DETAIL 1/CE502
2. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND CITY FOR TEMPORARY UTILITY
CONNECTION/DISCONNECTS.
3. COORDINATE ALL SHUTDOWNS A MINIMUM OF 48 HOURS OR MORE WITH COR/CEMETERY STAFF.
SECTION YY
PPC
SECTION XX
PPC
SECTION WW
PPC
SECTION UU
PPC
SECTION TT
PPC
SECTION VV
PPC
BASE BIDOPTION 1
.2
.4
0+00
.8
.3
.6
.6
1+00
.3
.3
2+00
C
BM
H -1
R
. 3
5.
I.
.2
(S
W
ST
M
H -1
R
. 3
6.
I.
.5
(E
I.
.5
(S W
FE
S-
R . 3
0.
I.
.3
(N E)
96 LF 12" RCP ST @ 0.49% 35 LF 12" RCP ST @ 0.49%
43 LF 12" RCP ST @ 0.49%
ST
M
H -1
R
. 3
4.
I.
.9
(N
E) I.
.9
(W
.8
.3
0+00
.0
.5
.0
.6
1+00
.0
.4
.0
.9
2+00
.5
.8
3+00
FE
S-
R . 3
0.
I.
.0
(E
22 LF 18" RCP ST @ 0.50%
241 LF 18" RCP ST @ 0.50%
C
BM
H -2
R
. 3
5.
I.
.3
(W
C
BM
H -2
R
. 3
5.
I.
.2
(E
I.
.2
(W
.0
.6
0+00
.1
.5
.1
.6
1+00
.1
.9
.1
.0
2+00
.4
.2
3+00 4+00
C
BM
H -4
R
. 3
7.
I.
.7
(E
I.
.7
(W
FE
S-
R . 3
0.
I.
.0
(E
245 LF 18" RCP ST @ 1.14%
C
BM
H -4
R
. 3
7.
I.
.0
(W
22 LF 12" RCP ST @ 1.14%
.0
.9
0+00
.2
.0
.8
.2
1+00
.8
.4
.8
.6
2+00
.8
.7
.4
.1
3+00 3+50
C
BM
H -3
R
. 3
6.
I.
.9
(W
22 LF 12" RCP ST @ 0.62%
C
BM
H -3
R
. 3
6.
I.
.8
(S
I.
.8
(E
55 LF 12" RCP ST @ 0.62%
ST
M
H -3
R
. 3
6.
I.
.4
(N
I.
.4
(W
I.
.4
(S
243 LF 18" RCP ST @ 0.60%
FE
S-
R . 3
0.
I.
.0
(E
.0
.1
0+00
.2
.3
1+00
C
BM
H -3
B
R . 3
6.
I.
.0
(W
C
BM
H -3
A
R . 3
6.
I.
.7
(N
I.
.7
(E
ST
M
H -3
R
. 3
6.
I.
.4
(N
I.
.4
(W
I.
.4
(S
59 LF 12" RCP ST @ 0.46%22 LF 12" RCP ST @ 1.20%
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\
8_ ut il
- e xp an si on .d w cn el so d:
6/
/2
1:
lo t:6 /2
2/
:0
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:
Office of Design and Construction
Services
FT BLISS NATIONAL CEMETERY
EXPANSION
886CM3026
JUNE 15, 2026
5200 FRED WILSON AVENUE, EL PASO, TEXAS
BID DOCUMENTS
OF 150
FIRE / LOW VOLTAGE / SECURITY:
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309.781.3770
MATT SNYDER / PETE MCGHEE
IRRIGATION:
AQUA ENGINEERING
300 BOARDWALK DRIVE
UNIT 4B
FORT COLLINS, CO 80525
970.372.6104
JD LEONARD
GEOTECHNICAL:
TERRACON
6460 HILLER STREET
SUITE A
EL PASO, TX 79925
915.778.5233
IVAN AVELAR
COST ESTIMATING
OCMI
2100 NORTH GREENVILLE AVENUE
SUITE 1150
RICHARDSON, TX 75082
469.431.0571
RAYMOND BODO
BID DOCUMENTS
KYLE STEBBING
159267
UTILITY PROFILES - EXPANSION
CU113
KS CN ##
1 UTILITY PROFILE CBMH 101 - FES 104
SCALE: H: 1" = 20' V: 1" = 4' 2 UTILITY PROFILE CBMH 201 - FES 203
SCALE: H: 1" = 20' V: 1" = 4'
5 UTILITY PROFILE CBMH 401 - FES 403
SCALE: H: 1" = 20' V: 1" = 4'
3 UTILITY PROFILE CBMH 301 - FES 304
SCALE: H: 1" = 20' V: 1" = 4'
HORZ. SCALE: 1" = 20'
VERT. SCALE: 1"= 4
HORZ. SCALE: 1" = 20'
VERT. SCALE: 1"= 4
HORZ. SCALE: 1" = 20'
VERT. SCALE: 1"= 4
HORZ. SCALE: 1" = 20'
VERT. SCALE: 1"= 4
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
4 UTILITY PROFILE CBMH 303 - CBMH 303B
SCALE: H: 1" = 20' V: 1" = 4'
HORZ. SCALE: 1" = 20'
VERT. SCALE: 1"= 4
EXISTING GRADE
PROPOSED GRADE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\
8_ ut il_ de ta ils .d w cn el so d:
5/
5/
2:
lo t:6 /2
2/
:0
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:
Office of Design and Construction
Services
FT BLISS NATIONAL CEMETERY
EXPANSION
886CM3026
JUNE 15, 2026
5200 FRED WILSON AVENUE, EL PASO, TEXAS
BID DOCUMENTS
OF 150
FIRE / LOW VOLTAGE / SECURITY:
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309.781.3770
MATT SNYDER / PETE MCGHEE
IRRIGATION:
AQUA ENGINEERING
300 BOARDWALK DRIVE
UNIT 4B
FORT COLLINS, CO 80525
970.372.6104
JD LEONARD
GEOTECHNICAL:
TERRACON
6460 HILLER STREET
SUITE A
EL PASO, TX 79925
915.778.5233
IVAN AVELAR
COST ESTIMATING
OCMI
2100 NORTH GREENVILLE AVENUE
SUITE 1150
RICHARDSON, TX 75082
469.431.0571
RAYMOND BODO
BID DOCUMENTS
KYLE STEBBING
159267
STORM DRAINAGE &
UTILITY DETAILS
CU501
12"
6"
PIPE BEDDING CONFORMING TO TYPE 57 STONE
OR APPROVED EQUAL. FOLLOW GEOTECHNICAL
REPORT INSTRUCTIONS AND MATERIALS.
COMPACTED
BACKFILL
"DIA." DENOTES OUTSIDE
DIAMETER OF PIPE
DIA+12" MIN.
COMPACTED
BACKFILL
12"
PIPE BEDDING CONFORMING TO TYPE 57 STONE
OR APPROVED EQUAL. FOLLOW GEOTECHNICAL
REPORT INSTRUCTIONS AND MATERIALS.
"DIA." DENOTES OUTSIDE
DIAMETER OF PIPEDIA+12" MIN.
IMPROVED PIPE
FOUNDATION
PIPE FOUNDATION & BEDDING IN
POOR SOILS
PIPE FOUNDATION & BEDDING IN
GOOD SOILS
DIA.
DIA.
12"
DIA+12" MIN.
DIA/4 BUT NOT
LESS THAN 6"
"DIA" DENOTES OUTSIDE
DIAMETER OF PIPE
HAND SHAPED FROM
ANGULAR BEDDING MATERIAL
COMPACTED BACKFILL
COARSE FILTER AGGREGATE
TXDOT SPEC.
LOAD FACTOR 1.9
CLASS B
DIA.
6"
COMPACTED BACKFILL
"DIA." DENOTES OUTSIDE
DIAMETER OF PIPE
DIA.
DIA+12" MIN.
0.5 DIA
HAND SHAPED FROM FIRM
UNDISTURBED SOIL
LOAD FACTOR 1.5
CLASS C-1
"DIA." DENOTES OUTSIDE
DIAMETER OF PIPE
COMPACTED BACKFILLDIA.
DIA+12" MIN.
LOAD FACTOR 1.5
CLASS C-2
COARSE FILTER AGGREGATE
TX DOT SPEC
HAND SHAPED FROM
ANGULAR BEDDING MATERIAL
DIA/4 BUT NOT
LESS THAN 6"
6"
0.5 DIA
0.5 DIA
BEDDING
METHODS RCP OR
DIP
4 HDPE PIPE BEDDING
NTS 5 RCP PIPE BEDDING
NTS 6 FLARED END SECTION DETAIL
NTS
CAST IRON CLEANOUT FRAME
JSKS
1 CONCRETE CHANNEL LINING
NTS 2 CONCRETE CHANNEL ENDWALL
NTS 3 RIP-RAP CHANNEL LINING
NTS
PLAN
CONTRACTION JOINT
EXPANSION JOINT
SECTION A-A
18"
6" M
IN
.2:1 MAX.
24"
6"
END WALL ELEVATION
END WALL SECTION A-A
#4 REBAR @ 18" O.C. BOTH
WAYS OR 6X6 #6 WWF MIN.
APPROVED SUBGRADE
PER GEOTECH REPORT
END WALL
APPROVED SUBGRADE
PER GEOTECH REPORT
CONCRETE CHANNEL LINING
TOP OF CHANNEL LININGTOP OF CHANNEL LINING
4" M
IN
END WALL
6"
A
A
2:1 MAX. 2:1 MAX. 2:1 MAX.
NOTES:
1. SEE PLANS FOR CONCRETE CHANNEL BOTTOM WIDTH.
2. CONCRETE TO BE 3,000 PSI @ 28 DAYS.
3. CHANNEL SECTIONS SHALL BE POURED MONOLITHICALLY FROM TOP OF SLOPE TO TOP OF SLOPE.
4. CONTRACTION JOINTS SHALL BE PLACED AT 20' INTERVALS MINIMUM.
5. EXPANSION JOINTS SHALL BE PLACED AT 60' INTERVALS MAXIMUM.
RIP-RAP
CHANNEL LINING
END WALL AT UPSTREAM AND
DOWNSTREAM CHANNEL ENDS
TOP OF CHANNEL LINING
TOP OF CHANNEL LINING
JOINT SEALANT CONFORMING
TO ASTM D1850
#4 REBAR @ 18" O.C. BOTH
WAYS OR 6X6 #6 WWF MIN.
JOIN SEALANT CONFORMING TO ASTM D1850
COMPRESSIBLE BACKER ROD / ROPE
COMPRESSIBLE FOAM FILLER
1/2" SMOOTH DOWEL BARS 18" LONG @ 24" O.C.
COAT BARS TO PREVENT BONDING
GREASE & WRAP ONE END
OF DOWEL WITH FELT OR
USE PLASTIC SLEEVE AND
PLACE IN CENTER OF SLAB
A
A
1/4"
1/2"
D/21" 1/2"
NOTES:
1. CONCRETE TO BE 3000 PSI @ 28 DAYS.
2. END WALLS TO BE PLACED AT BEGINNING AND END OF CONCRETE CHANNELS.
NOTES:
1. SEE PLANS FOR RIP-RAP CHANNEL BOTTOM WIDTH.
12"
RIP-RAP
D50=8"
GEOTEXTILE
D
D
4" M
IN.
AB B
C
6"
AB B
C
DIMENSION 6' BOTTOM WIDTH 8' BOTTOM WIDTH
A 6' 8'
B 5' 6'
C 16' 20'
DIMENSION 6' BOTTOM WIDTH 8' BOTTOM WIDTH
A 6' 8'
B 5' 6'
C 16' 20'
File details come from the government source that posted it. Updated .