Fort Bliss Gravesite Expansion BD Part 3.pdf
PDF 9 MB Posted
- Solicitation number
- 36C78626B0028
About this file
Summary: Ft. Bliss National Cemetery Expansion - Bid Documents
This is a comprehensive bid document package for the Ft. Bliss National Cemetery Expansion project in El Paso, Texas, issued by the U.S. Department of Veterans Affairs (VA). The project involves designing and constructing gravesite expansion areas including pre-placed crypts (3' × 8'), in-ground cremains (3' × 3'), and traditional burial plots across multiple sections (W, Y, WW, QQ, VV, UU, TT, and XX/YY). The base bid covers the expansion of the cemetery with specific gravesite layout plans, utility coordination, drainage systems, subsurface infiltration galleries, and erosion control measures. The architecture/engineer of record is Anderson Engineering of Minnesota, LLC (Project #18528), with geotechnical services provided by Terracon and cost estimating by Van Avelar/OCMI.
The bid documents include detailed construction drawings specifying gravesite grid points with precise northing and easting coordinates, crypt installation specifications including double-depth crypt and precast concrete lawn crypt details, comprehensive grading and erosion control plans with sediment control logs and inlet protection, and multiple layout options including Option 1 for sections XX & YY. The document package encompasses 150 pages of specifications, site plans, detail drawings, and numbered gravesite layouts (ranging from plots 1-1,459 across various sections). The project requires compliance with ACI 318-95 reinforced concrete standards, EPA erosion control protocols, and VA cemetery standards. The contractor must manage irrigation installation, subsurface drainage trenches, crypt placement verification, and full erosion and dust control throughout construction.
View the file
Other files
Show all 20
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
104 105
111112
59 58 57
GRAVESITE GRID POINTS
PT ID
NORTHING
10678379.3086
10678463.2521
10678547.2241
10678633.2357
10678549.2787
10678465.3123
10678381.3657
10678383.4236
10678467.3723
10678551.3335
10678635.2905
10678637.0884
10678553.1317
10678469.1753
10678385.2239
EASTING
404977.5971
404980.2983
404983.0038
404921.7337
404919.0450
404916.3340
404913.6411
404849.6636
404852.3744
404855.0780
404857.7668
404801.7956
404799.0986
404796.3935
404793.6926
SECTION MARKERS
PT ID
NORTHING
10678303.0074
10678454.7898
10678470.6263
10678547.4654
10678632.4437
EASTING
404985.6761
404995.4285
405000.4105
405037.7086
404977.2380
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_ gr av es ite
_b ur y_ w w _q q.
dw g ed it:
js ch m itz er le s av ed
:6 /2
2/
:5
PM
p lo t:6
/2 2/
:5
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
LEGEND
GRAVESITE GRID
MONUMENT SEE 3/CB501
SECTION MARKER SEE
3/LK501
OBSTRUCTED / FUTURE
TRADITIONAL GRAVESITE
PERIMETER GRAVESITE
HEADSTONE FACE
DIRECTION
SECTION NUMBER##
BURIAL LEGEND
IGC IN GROUND CREMAINS (3'×3')
PPC PRE-PLACED CRYPTS (3'×8')
1 GRAVESITE LAYOUT SECTIONS WW & QQ 0 20' 40'
N
CB101
GRAVESITE LAYOUT
SECTIONS WW & QQ
WW QQ
84.0'
.0
84.0' 84.0' 84.0'
.0
.0
JSKS
ROAD A
3.
0'
T
YP
15.0'
16.8'
EXISTING SECTION PP
12.0'
EXISTING SECTION RR
BASE BID
282726252423
565554535251504948
929190898887868584838281
191817161514131211
44434241403938373635343332313029
665A
665A
987654321
5857565554535251
38394041424344 12345678910111213141516171819202122232425262728293031323334353637
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_ gr av es ite
_b ur y_ w w _q q.
dw js ch m itz av ed
:6 /2
2/
:5 lo t:6
/2 2/
:5
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
LEGEND
GRAVE SECTION LIMITS
GRAVESITE NUMBER
HEADSTONE FACE
DIRECTION
SECTION NUMBER
OBSTRUCTED /
TRADITIONAL BURIALS
BURIAL LEGEND
IGC IN GROUND CREMAINS (3'×3')
PPC PRE-PLACED CRYPTS (3'×8')
CB102
GRAVESITE NUMBERING
SECTIONS WW & QQ
1 GRAVESITE NUMBERING SECTIONS WW & QQ 0 20' 40'
N
JSKS
WW QQ
ROAD A
EXISTING SECTION PP
EXISTING SECTION RR
GRAVESITE GRID POINTS
PT ID
NORTHING
10678461.5910
10678377.6317
10678293.6734
10678227.7043
10678161.7383
10678095.7762
10678029.8153
10677904.8193
10677961.7937
10678027.7579
10678093.7188
10678159.6808
EASTING
405032.2901
405029.5895
405026.8888
405024.7668
405022.6478
405020.5232
405018.4015
405078.4286
405080.2458
405082.3665
405084.4871
405086.6149
SECTION MARKERS
PT ID
NORTHING
10678512.8850
10678301.9989
10678286.0168
10678104.0930
10678088.1279
10677934.1551
EASTING
405055.3779
405016.6414
405016.1288
405010.2875
405009.7629
405023.8343
111112114
64 65
83 84
63 62
85 86
60 59
87 88
58 57
10678225.6468
10678291.6161
10678375.6829
10678459.5354
10678457.4796
10678373.6253
10678289.5587
10678223.5895
10678157.6236
10678091.6614
10678025.7004
10677959.7361
10677902.7645
405088.7339
405090.8493
405093.5219
405096.2478
405160.2097
405157.4887
405154.8127
405152.6925
405150.5734
405148.4523
405146.3323
405144.2134
405142.3956
10677900.7096
10677957.6782
10678023.6425
10678089.6035
10678155.5657
10678221.5316
10678287.5010
10678371.4668
10678455.4235
405206.3626
405208.1926
405210.3116
405212.4305
405214.5530
405216.6721
405218.7876
405221.4848
405224.1832
GRAVESITE GRID POINTS GRAVESITE GRID POINTS
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_ gr av es ite
_b ur y_ tt_ uu _v v.
dw js ch m itz av ed
:6 /2
2/
:5 lo t:6
/2 2/
:5
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
1 GRAVESITE LAYOUT SECTIONS VV, UU, TT 0 20' 40'
N
CB103
GRAVESITE LAYOUT
SECTIONS VV, UU, TT
LEGEND
GRAVESITE GRID
MONUMENT SEE 3/CB501
SECTION MARKER SEE
3/LK501
OBSTRUCTED / FUTURE
TRADITIONAL GRAVESITE
PERIMETER GRAVESITE
HEADSTONE FACE
DIRECTION
SECTION NUMBER##
BURIAL LEGEND
IGC IN GROUND CREMAINS (3'×3')
PPC PRE-PLACED CRYPTS (3'×8')
JSKS
.0
84.0' 84.0'66.0' 66.0'57.0'
.0
.0
66.0' 66.0' ROAD A
15.0' 15.0'
3.
0'
T
YP
66.0'
VV UU TT
665A
665A
665A
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_ gr av es ite
_b ur y_ tt_ uu _v v.
dw js ch m itz av ed
:6 /2
2/
:5 lo t:6
/2 2/
:5
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 CB104
GRAVESITE NUMBERING
SECTION VV, UU, TT
LEGEND
GRAVE SECTION LIMITS
GRAVESITE NUMBER
HEADSTONE FACE
DIRECTION
SECTION NUMBER
OBSTRUCTED /
TRADITIONAL BURIALS
BURIAL LEGEND
IGC IN GROUND CREMAINS (3'×3')
PPC PRE-PLACED CRYPTS (3'×8')
1 GRAVESITE NUMBERING SECTION VV, UU, TT 0 20' 40'
N
JSKS
ROAD A
VV UU TT
GRAVESITE GRID POINTS
PT ID
NORTHING
10677888.5898
10677890.2900
10677891.9316
10677893.7310
10677895.2734
10677799.3230
10677797.7830
10677795.9812
10677794.3107
10677792.6394
10677696.6889
10677698.3554
10677700.0307
10677701.8325
10677703.3725
EASTING
405225.2971
405173.3101
405121.3508
405065.3797
405017.4045
405014.3198
405062.2951
405118.2661
405170.2271
405222.2124
405219.1280
405167.1543
405115.1813
405059.2103
405011.2352
SECTION MARKERS
PT ID
NORTHING
10677897.6849
10677894.6294
10677894.3076
10677891.1611
EASTING
405019.9455
405114.9441
405127.9659
405222.8240
52 51
47 46
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_ gr av es ite
_b ur y_ w
_y _z
.d w js ch m itz av ed
:6 /2
2/
:5 lo t:6
/2 2/
:5
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
LEGEND
GRAVESITE GRID
MONUMENT SEE 3/CB501
SECTION MARKER SEE
3/LK501
OBSTRUCTED / FUTURE
TRADITIONAL GRAVESITE
PERIMETER GRAVESITE
HEADSTONE FACE
DIRECTION
SECTION NUMBER##
BURIAL LEGEND
IGC IN GROUND CREMAINS (3'×3')
PPC PRE-PLACED CRYPTS (3'×8')
GRAVESITE LAYOUT
SECTIONS W & Y
JSKS
CB105
1 GRAVESITE LAYOUT SECTIONS W & Y 0 10' 20' N
Y
W
.0
52.0'
.0
48.0'
96.0'
4' TYP.
96.0'
.0
ROAD A
13.0'
665A
665A
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_ gr av es ite
_b ur y_ w
_y _z
.d w js ch m itz av ed
:6 /2
2/
:5 lo t:6
/2 2/
:5
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
LEGEND
GRAVE SECTION LIMITS
GRAVESITE NUMBER
HEADSTONE FACE
DIRECTION
SECTION NUMBER
OBSTRUCTED /
TRADITIONAL BURIALS
BURIAL LEGEND
IGC IN GROUND CREMAINS (3'×3')
PPC PRE-PLACED CRYPTS (3'×8')
GRAVESITE NUMBERING
SECTIONS W & Y
1 GRAVESITE NUMBERING SECTIONS W & Y 0 10' 20' N
JSKS
CB106
Y
W
ROAD A
102 103 104
18 17 16
GRAVESITE GRID POINTS
PT ID
NORTHING
10678031.4786
10678097.4470
10678163.4140
10678229.3797
10678295.3489
10678297.4060
10678231.4372
10678165.4713
10678099.5043
10678033.5374
10677967.5696
10677901.6074
10677903.6622
10677969.6274
10678035.5952
10678101.5619
10678167.5288
10678233.4946
10678299.4637
10678301.2644
10678235.2951
10678169.3291
10678103.3622
10678037.3954
10677971.4280
10677905.4602
EASTING
404966.3899
404968.5235
404970.6454
404972.7710
404974.8948
404910.9293
404908.8069
404906.6842
404904.5624
404902.4401
404900.3177
404898.1956
404834.2286
404836.3508
404838.4667
404840.5955
404842.7173
404844.8401
404846.9624
404790.9914
404788.8646
404786.7462
404784.6244
404782.5021
404780.3766
404778.2574
SECTION MARKERS
PT ID
NORTHING
10678303.0074
10678454.7898
10678470.6263
10678547.4654
10678632.4437
EASTING
404985.6761
404995.4285
405000.4105
405037.7086
404977.2380
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_ gr av e_ bu ry _x x_ yy
.d w js ch m itz av ed
:6 /2
2/
:5 lo t:6
/2 2/
:5
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 CB107
1 GRAVESITE LAYOUT SECTIONS XX & YY - OPTION 1 0 20' 40'
N
BURIALS - LAYOUT
LEGEND
GRAVESITE GRID
MONUMENT SEE 3/CB501
SECTION MARKER SEE
3/LK501
OBSTRUCTED / FUTURE
TRADITIONAL GRAVESITE
PERIMETER GRAVESITE
HEADSTONE FACE
DIRECTION
SECTION NUMBER##
BURIAL LEGEND
IGC IN GROUND CREMAINS (3'×3')
PPC PRE-PLACED CRYPTS (3'×8')
GRAVESITE LAYOUT
SECTIONS XX & YY -
OPTION 1
YY XX
66.0' 66.0' 66.0'
66.0' 66.0'
.0
.0
.0
JSKS
ROAD A
3.
0'
T
YP
15.0'
66.0'
BASE BIDOPTION 1
665A
665A
23 24 25 51 52 53
85 86 87
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_ gr av e_ bu ry _x x_ yy
.d w js ch m itz av ed
:6 /2
2/
:5 lo t:6
/2 2/
:5
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
LEGEND
GRAVE SECTION LIMITS
GRAVESITE NUMBER
HEADSTONE FACE
DIRECTION
SECTION NUMBER
OBSTRUCTED /
TRADITIONAL BURIALS
BURIAL LEGEND
IGC IN GROUND CREMAINS (3'×3')
PPC PRE-PLACED CRYPTS (3'×8')
GRAVESITE NUMBERING
SECTIONS XX & YY -
OPTION 1
1 GRAVESITE NUMBERING SECTIONS XX & YY - OPTION 1 0 20' 40'
N
JSKS
YY XX
CB108
ROAD A
BASE BIDOPTION 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_ gr av e_ de ta il.
dw js ch m itz av ed :6
/1 8/
:4 lo t:6 /2
2/
:5
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
CRYPT DETAILS
CB501
GENERAL NOTES:
1. REINFORCED CONCRETE DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE
AMERICAN CONCRETE INSTITUTE ACI 318-95, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND SPECIFICATION SECTION 03 48 21, PRECAST CONCRETE DOUBLE DEPTH LAWN CRYPTS.
2. DESIGN LOAD REQUIREMENTS OF THE TOP LID, CRYPT BOX, AND INTERMEDIATE SHELF: REFER TO
SPECIFICATION SECTION 03 48 21, PRECAST CONCRETE DOUBLE DEPTH LAWN CRYPTS.
3. CONTRACTOR SHALL PROVIDE DESIGN INFORMATION AND SHOP DRAWINGS FROM PRECAST FABRICATOR FOR APPROVAL. REFER TO SPECIFICATION SECTION 03 48 21, PRECAST CONCRETE DOUBLE DEPTH LAWN
CRYPTS.
4. ALL IRRIGATION LINES WITHIN THE BURIAL SECTIONS SHALL BE INSTALLED AND ACCEPTED PRIOR TO MONUMENT-BASE PLACEMENT; ALL IRRIGATION LINES DAMAGED DURING INSTALLATION SHALL BE
REPAIRED AT CONTRACTOR'S EXPENSE.
5. IRRIGATION ISLES SHALL BE 3FT WIDE FOR CRYPT SECTIONS AND 4 FT WIDE FOR IN-GROUND CREMAIN
AREAS UNLESS SHOWN OTHERWISE.
at i
G e av r s
N
Mot re G id t men un teonali eemC ry
NOTES:
1. CENTER POINT OF BURIAL CONTROL
MONUMENT GRID SHALL BE WITHIN 0.05 FT OF
THE POINT DESIGNATED ON THE PLANS.
2. CONCRETE TO EXTEND BELOW FROST DEPTH
PLAN VIEW
G R
ID
LI
N E
IRRIGATION
AISLE / SECTION
BREAK /
OBSTRUCTED
BURIAL
VARIES, SEE PLAN
2' MINIMUM
3" DEPTH DECOMPOSED
GRANITE
GRIDLINE AS SHOWN ON PLAN
SHEETS L-5.0 & L-5.1
COMPACTED SELECT FILL. SEE
DETAILS AND SPECIFICATIONS
PERIMETER CRYPT WITH
STIFFENING RIBS
PRE-CAST CONCRETE
LAWN CRYPT
2' MINIMUM
NON-WOVEN CONSTRUCTION
GEOSYNTHETIC. OVERLAP 6"
SEAMS UNDER DRAIN ROCK.
FABRIC LOCATED ON TOP OF
SUBGRADE.
6" MINIMUM COMPACTED
DRAIN ROCK
BRONZE DOMED-TOP MONUMENT MARKER LOCATED
WITHIN 4" DIA. PLACEMENT CIRCLE
4" DIA. PLACEMENT CIRCLE CENTERED ON CONCRETE
MONUMENT
SLOPE CONCRETE AWAY FROM CENTER OF CONCRETE
BURIAL MONUMENT
6"
3"
DOMED-TOP MONUMENT MARKET SEE DETAIL
SET FLUSH WITH FINISHED GRADE
SMOOTH TROWEL FINISH TOP SURFACE,
ENSURING POSITIVE DRANAGE
1" DIAMETER X 2 1/4" DEEP HOLE. SET MARKER WITH
NON SHRINK GROUT.
6" DIAMETER, CAST IN PLACE CONCRETE MONUMENT
REINFORCED WITH 1 #6 REBAR, 60" LONG, 1" CLEAR FROM
FACE.
BRONZE DOMED-TOP MONUMENT MARKER WITH 3/4"
DIAMETER SPLIT STYLE STEM AND INTEGRAL
LOCATION MAGNET
FIELD STAMPED CROSS HAIRS: MAX. LENGTH 3/4", MIN. LENGTH
1/2". CROSS HAIRS SHALL BE LOCATED WITHIN ENGRAVED
CIRCLE. ALIGN CROSS HAIRS WITH GRAVESITE GRID LINES.
REQUIRED 3/16" HIGH TEXT ENGRAVED ON CAP
ENGRAVED 1" DIA. CIRCLE CENTERED IN MONUMENT MARKER
2"
8" MAX. TO
TOP OF DOME
3'-6" MIN.
G R
ID
LI
N E
3'-0" O.C. 3'-0" 3'-0"
O.C.
G R
ID
LI
N E
G R
ID
LI
N E
PRECAST CONCRETE
CRYPT (TYP.)
5.0'
COMPACTED APPROVED
GENERAL FILL
COMPACTED APPROVED GENERAL
FILL IN IRRIGATION AISLES
COMPACTED DRAIN ROCK
SEE SHEET CB502 FOR CRYPT
INSTALLATION AND COVER
DETAILS
INSIDE SHELF
4" THICK CONC. LID1'-6"
4"
90"
LIFTING LUG
2"
2"
#3 REBAR @ 101
2" O.C.
BOTH WAYS
PAINT GRAVE # ON LID AT HEAD
OF GRAVE; 12" HIGH NUMBERS
(MIN.)
H
EA
D O
F G
R
AV
E
34"
90" 1'-6"℄
4"
4"
TYP.
LIFTING HANDLE
90"
86"
CASKET REST 3 4"
MIN. HEIGHT
4"
4"Ø (AT BOTTOM) TAPERED DRAIN
HOLES (2 PLACES, TYP.)
NOTE:
CASKET RESTS TO BE 20" FROM
CENTERLINE OF CASKET EACH WAY. VERIFY
WITH MANUFACTURER SHOP DRAWINGS.
25" MIN.
CLEAR
HEIGHT
25" MIN.
CLEAR
HEIGHT
60"
MAX.
CRYPT LID
4" CHAMFER
(ALL SIDES OF LID)
84"
31"28"
2"
2"
20"
TYP.
42"
2" ABS INSIDE SHELF OR
EQUIVALENT
1 12" SCH 40 PVC PIPE OR
EQUIVALENT
LIFTING
HANDLE4"
TYP.
4" 34"
4"
60"
MAX.
34"
25" MIN.
CLEAR
HEIGHT
25" MIN.
CLEAR
HEIGHT 30" MIN.
3"
4"
4"
CASKET RESTS
4"
4"Ø (AT BOTTOM) TAPERED DRAIN
HOLES (2 PLACES, TYP.)
4" CHAMFER
(ALL SIDES OF LID)
CRYPT LID
28"11 2"
2"
1 12" SCH 40 PVC PIPE
2" ABS INSIDE SHELF
GALV. STEEL ANCHOR PIN, MIN.
CAPACITY .98 TON EA.
PRE-PLACED CRYPT
CONCRETE LID
2" DIA.
EQ EQ
4"
NOTE: FOUR (4) LUGS PER LID
3" DEPTH DECOMPOSED GRANITE
GEOTEXTILE BETWEEN
SUBGRADE AND DRAIN ROCK
STONE DRAINAGE LAYER
JSKS
SCALE:1
SUBSURFACE DRAINAGE TRENCH
N.T.S.
SCALE:2
GRAVESITE MONUMENT MARKER
N.T.S.
SCALE:4
LID - TOP VIEW
N.T.S.
SCALE:5
LID - SIDE VIEW
N.T.S.
SCALE:6
INTERIOR CRYPT (STANDARD) - LONGITUDINAL SECTION
N.T.S.
SCALE:11
CRYPT INSIDE SHELF - PLAN VIEW
N.T.S.
SCALE:3
CRYPT AISLE BACKFILL
N.T.S.
SCALE:8
LID - SECTION VIEW
N.T.S.
SCALE:9
INTERIOR CRYPT (STANDARD) - END SECTION
N.T.S.
SCALE:10
CRYPT INSIDE SHELF - END VIEW
N.T.S.
SCALE:12
CRYPT LIFTING LUG
N.T.S.
INSIDE SHELF
90"
86"
CASKET REST 3 4"
MIN. HEIGHT
4"
4"Ø (AT BOTTOM) TAPERED DRAIN
HOLES (2 PLACES, TYP.)
NOTE:
CASKET RESTS TO BE 20" FROM
CENTERLINE OF CASKET EACH WAY. VERIFY
WITH MANUFACTURER SHOP DRAWINGS.
25" MIN.
CLEAR
HEIGHT
25" MIN.
CLEAR
HEIGHT
60"
MAX.
CRYPT LID
4" CHAMFER
(ALL SIDES OF LID)
60"
MAX.
34"
25" MIN.
CLEAR
HEIGHT
25" MIN.
CLEAR
HEIGHT 30" MIN.
3"
4"
4"
CASKET RESTS
4"
4"Ø (AT BOTTOM) TAPERED DRAIN
HOLES (2 PLACES, TYP.)
4" CHAMFER
(ALL SIDES OF LID)
CRYPT LID
PLASTIC COVER (TO PREVENT
DIRT AND WATER ENTRY)
SCALE:7
PERIMETER CRYPT - LONGITUDINAL SECTION
N.T.S.
SCALE:13
PERIMETER CRYPT - END SECTION
N.T.S.
PERIMETER CRYPT WITH
STIFFENING RIBS
STIFFENING RIBS
STIFFENING RIBS
4" DEPTH SAND ABOVE CRYPTS
4" DEPTH SAND ABOVE CRYPTS
GRAVESITE GRID MONUMENT
NEW IRRIGATION LINE
12" MIN. BELOW TOP OF CRYPT LID
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_ gr av e_ de ta il.
dw js ch m itz av ed :6
/1 8/
:4 lo t:6 /2
2/
:5
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
CRYPT DETAILS
CB502
EQUAL
EQ
PLAN VIEW
EQ
EQ
15" (TYP)
EQUAL
18"
MIN.
GENERAL CRYPT NOTES:
1. CONTRACTOR SHALL PROVIDE THE MEANS AND METHODS
(AS APPROVED BY THE SENIOR RESIDENT ENGINEER) TO
VERIFY DEPTH OF COVER; OR DEFICIENCIES IN DEPTH (OR
EXCESSES) AFTER CRYPT INSTALLATION.
2. AREA BETWEEN CRYPTS SHALL BE FILLED & COMPACTED W/
PEA GRAVEL TO PREVENT SETTLEMENT OF TOPSOIL.
3. REFER TO SPECIFICATIONS REGARDING ALLOWABLE
TOLERANCES DURING CRYPT PLACEMENT.
4. SUBGRADE OF CRYPT TO REFLECT SURFACE FINISH GRADE.
GRAVESITE GRID MONUMENT; REFER
TO GRAVESITE LAYOUT PLANS FOR
LOCATIONAL DATA
IRRIGATION AISLE 3'-0" WIDTH:
BACKFILL WITH SELECT FILL
TYP. PRE-PLACED CRYPT (TO BE
FURNISHED AND INSTALLED BY
CONTRACTOR) CENTERED (IN BOTH
DIRECTIONS) BETWEEN GRIDLINES
(MEASURED AT TOP OF CRYPTS)
12" HIGH BLACK NUMBERS ON OUTSIDE OF
CRYPT LIDS AS WELL AS THE INSIDE OF
CRYPT WALL (HEADSTONE END);
CONTRACTOR SHALL PAINT BOTH SETS
OF THE NUMBERS ON THE CRYPT AFTER
IT IS SET, INSPECTED AND APPROVED BY
THE SENIOR RESIDENT ENGINEER. CRYPT
NUMBERS PROVIDED BY SENIOR
RESIDENT ENGINEER.
GRIDLINE AS SHOWN ON PLANS (3'-0" X 8'-0"
BURIAL PLOT AREA TYP.)
LIFTING LUGS (TYP.), SEE DETAIL
8" (TYP.)
15" (TYP.)
8" (TYP.)
EQ
7' -2
6'
-8
6"
" M
IN
" M
AX
AREA BETWEEN CRYPTS SHALL BE
FILLED WITH PEA GRAVEL.
TYP. LAWN CRYPT CENTERED IN
BOTH DIRECTIONS BETWEEN
GRIDLINES (MEASURED AT TOP OF
CRYPT)
SUBBASE OF CRYPT AND
SUBGRADE ARE SAME SLOPE
AS FINISHED GRADE
SEE GRADING AND
DRAINAGE PLAN
PLANS FOR SLOPE
8'-0" O.C. (TYP. GRAVE PLOT)
FINISHED GRADE,
SEE GRADING AND
DRAINAGE PLANG
R
ID
LI
N
E
AS
SH
O
W N
O N
PL
AN
S
G R
ID
LI
N E
AS
SH
O W
N O
N
PL
AN
S
3" DEPTH DECOMPOSED GRANITE
COMPACTED APPROVED GENERAL FILL
NOTE:
1. DISTANCE BETWEEN FINISH
GRADE AND BOTTOM OF
CRYPT IS BASED ON A CRYPT
WITH OUTSIDE DIMENSIONS OF
7'-6" (L) C 2'-10" (W) X 5'-0" (H)
2. CONTRACTOR SHALL PROVIDE
THE MEANS AND METHODS (AS
APPROVED BY THE SENIOR
RESIDENT ENGINEER) TO
VERIFY DEPTH OF COVER.
DEFICIENCIES IN DEPTH (OR
EXCESSES) SHALL BE
REMEDIED, TO THE
SATISFACTION OF THE SENIOR
RESIDENT ENGINEER, PRIOR
TO ACCEPTANCE OF CRYPT
INSTALLATION.
PROOF ROLLED AND
COMPACTED SUBGRADE
6" MIN. COMPACTED DRAIN ROCK
NON-WOVEN CONSTRUCTION GEOSYNTHETIC
OVERLAP 6" SEAMS FABRIC LOCATED ON TOP
OF SUBGRADE
G R
ID
LI
N E
AS
S
H O
W N
O N
P
LA
N S
G R
ID
LI
N E
AS
S
H O
W N
O N
P
LA
N S
G R
ID
LI
N E
AS
S
H O
W N
O N
P
LA
N S
G R
ID
LI
N E
AS
S
H O
W N
O N
P
LA
N S
3'-0" O.C.
SECTION BREAK /
IRRIGATION AISLE /
OBSTRUCTED BURIAL
3" DEPTH DECOMPOSED GRANITE
11" TO 12" DEPTH
COMPACTED
APPROVED GENERAL
FILL
COMPACTED
APPROVED
GENERAL FILL
6" MIN. COMPACTED
DRAIN ROCK
PRE-CAST CONCRETE
LAWN CRYPT (TYP.)
AREA BETWEEN CRYPTS SHALL
BE FILLED WITN ROUNDED PEA
GRAVEL. PEA GRAVEL
GRADATION PER SPEC.
SUBBASE OF CRYPT AND SUBGRADE
ARE SAME SLOPE AS FINISHED GRADE
NON-WOVEN CONSTRUCTION GEOSYNTHETIC
OVERLAP 6" SEAMS UNDER DRAIN ROCK
FABRIC LOCATED ON TOP OF SUBGRADE
EQ EQ
JSKS
SCALE:1
DOUBLE-DEPTH CRYPT INSTALLATION
N.T.S.
SCALE:2
DOUBLE-DEPTH CRYPT INSTALLATION - LONGITUDINAL SECTION
N.T.S.
SCALE:3
DOUBLE-DEPTH CRYPT INSTALLATION - TRANSVERSE SECTION
N.T.S.
STONE DRAINAGE LAYER
GEOTEXTILE
(TOP & SIDES ONLY)
OBSERVATION WELL
(6" PERFORATED PVC STANDPIPE WITH
CAST IRON CLEANOUT FRAME & COVER
WITH RECESSED CLEANOUT)
SUBSURFACE
DRAINAGE TRENCH
COMPACTED
BACKFILL
13'
8'
PLAN
CRYPT AREA
SUBSURFACE
DRAINAGE TRENCH
SUBSURFACE
INFILTRATION
GALLERY
OBSERVATION WELL
(LOCATION VARIES, SEE PLAN)
A
A
SECTION A-A
7'
8'
CB502
PITCH
PRE-CAST
CONCRETE LAWN
CRYPT
6"
MIN.
CAST IRON CLEANOUT FRAME & COVER,
FLUSH WITH FINISHED GRADE. COVER
LABEL TO READ "CLEANOUT"
RECESSED 6" PVC CLEANOUT WITH PLUG
SAND CUSHION
8" PVC ENCASEMENT PIPE
CAST IN PLACE CONCRETE COLLAR
6" PVC RISER
4" M
IN
3" M
AX
1" M
AX
CAST IRON CLEANOUT FRAME &
COVER WITH RECESSED
CLEANOUT
CB501
CB501
SCALE:4
CRYPT INFILTRATION GALLERY
N.T.S.
VARIES
PERIMETER CRYPT
WITH STIFFENING RIBS
4" DEPTH SAND ABOVE CRYPTS
4" DEPTH SAND
ABOVE CRYPTS
4" DEPTH SAND
ABOVE CRYPTS
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
CG102 CG103
CG104 CG105
CG107
CG109
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_ gr ad o ve ra ll.
dw ks te bb in sa ve d:
4/
/2
:5 lo t:6
/2 2/
:5
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
CG102 CG103
CG104 CG105
CG107
CG109
KYLE STEBBING
159267
0 120' 240'
N
OVERALL GRADING & EROSION
CONTROL PLAN
CG101
CNKS
1 OVERALL GRADING & EROSION CONTROL PLAN
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING SPOT ELEVATION
SOIL BORING LOCATION
DRAINAGE ARROW
PROPOSED RETAINING WALL
PROPOSED CONCRETE C&G
TIP OUT CURB
SEDIMENT CONTROL LOG (2/CE501)
SILT FENCE (1/CE501)
INLET PROTECTION (1/CE502)
ROCK CONSTRUCTION ENTRANCE (2/CE502)
SPOT ELEVATION
FLOW LINE OF CURB
HIGH POINT / FLOW LINE OF CURB
RIM ELEVATION
TOP OF WALL
BOTTOM OF WALL
B-1
F/H 800.1
F 800.1
R 800.1
800.1
T 800.1
B 800.1
KEY NOTES
SEE SHEET CG111 FOR EXPANSION AREA
EROSION CONTROL NOTES
1. THE LOCATION OF EROSION CONTROL DEVICES
SHALL BE AS SHOWN IN THESE PLANS.
ADDITIONAL EROSION CONTROL MEASURES
AND/OR ADJUSTMENT OF LOCATIONS FOR
EROSION CONTROL MEASURES MAY OCCUR AT
COR DIRECTION, OR AS REQUIRED TO
ADDRESS SITE CONDITIONS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING ALL EROSION CONTROL DEVICES.
CONTRACTOR SHALL REMOVE AND REPLACE
EROSION CONTROL MEASURES AS NEEDED.
ALL EROSION CONTROL MEASURES MUST BE IN
PLACE AT THE END OF EACH DAY.
3. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO USE WHATEVER MEANS
ARE NECESSARY TO CONTROL AND LIMIT SILT
AND SEDIMENT LEAVING THE SITE.
SPECIFICALLY, THE CONTRACTOR SHALL
PROTECT ALL STREETS, STREAMS, STORM
DRAIN SYSTEMS, AND INLETS FROM EROSION
DEPOSITS.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR
DUST CONTROL ON THE SITE.
5. CONTRACTOR SHALL SWEEP ALL ROADWAYS
UTILIZED BY CONSTRUCTION ACTIVITY DAILY.
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_ gr ad e nl ar ge m en ts
.d w ks te bb in d:
4/
/2
:4
AM
lo t:6 /2
2/
:5
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
CG102 CG103
CG104 CG105
CG107
CG109
KYLE STEBBING
159267
GRADING & EROSION CONTROL PLAN
CG102
CNKS
LEGEND
PROPERTY LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
SILT FENCE 1/CE501
INLET PROTECTION
1/CE502
SEDIMENT CONTROL LOG
2/CE501
0 30' 60'
N
1 GRADING & EROSION CONTROL PLAN 1
MATCHLINE - SHEET CG104
M
AT
C H
LI
N
E
- S
H
EE
T C
G
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_ gr ad e nl ar ge m en ts
.d w ks te bb in d:
4/
/2
:4 lo t:6 /2
2/
:5
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
CG102 CG103
CG104 CG105
CG107
CG109
KYLE STEBBING
159267
GRADING & EROSION CONTROL PLAN
CG103
LEGEND
PROPERTY LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
SILT FENCE 1/CE501
INLET PROTECTION
1/CE502
SEDIMENT CONTROL LOG
2/CE501
0 30' 60'
N
1 GRADING & EROSION CONTROL PLAN 2
MATCHLINE - SHEET CG105
M
ATC
H
LIN
E - SH
EET C
G
CNKS 45 of 155
SE
C
TI
O
N Q
Q
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
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_ gr ad e nl ar ge m en ts
.d w ks te bb in d:
4/
/2
:4 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
CG102 CG103
CG104 CG105
CG107
CG109
KYLE STEBBING
159267
GRADING & EROSION CONTROL PLAN
CG104
LEGEND
PROPERTY LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
SILT FENCE 1/CE501
INLET PROTECTION
1/CE502
SEDIMENT CONTROL LOG
2/CE501
0 30' 60'
N
1 GRADING & EROSION CONTROL PLAN 3
M
AT
C H
LI
N
E
- S
H
EE
T C
G
MATCHLINE - SHEET CG102
CNKS
MATCHLINE - SHEET CG113
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_ gr ad e nl ar ge m en ts
.d w ks te bb in d:
4/
/2
:4 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
CG102 CG103
CG104 CG105
CG107
CG109
KYLE STEBBING
159267
GRADING & EROSION CONTROL PLAN
CG105
LEGEND
PROPERTY LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
SILT FENCE 1/CE501
INLET PROTECTION
1/CE502
SEDIMENT CONTROL LOG
2/CE501
0 30' 60'
N
1 GRADING & EROSION CONTROL PLAN 4
MATCHLINE - SHEET CG107
M
ATC
H
LIN
E - SH
EET C
G
MATCHLINE - SHEET CG103
CNKS 47 of 155
PK
PK
PF
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_ gr ad e nl ar ge m en ts
.d w ks te bb in d:
6/
8/
:4 lo t:6
/2 2/
File details come from the government source that posted it. Updated .