CB502_ADD1.pdf
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- Solicitation number
- 36C78626B0028
About this file
This document is a bid drawing sheet (Sheet CB502) for a federal construction contract involving the U.S. Department of Veterans Affairs. The project is the Fort Bliss National Cemetery Expansion located at 5200 Fred Wilson Avenue, El Paso, Texas, with a project number of 18528 and building number 886CM3026. The bid documents were issued on June 15, 2026, and this drawing represents one of 150 total bid document sheets.
The drawing provides detailed technical specifications and installation requirements for crypt placement and subsurface drainage systems at the cemetery expansion. Key construction elements include pre-cast concrete crypts with exterior dimensions of 7'-6" length by 2'-10" width by 5'-0" height, arranged in a 3'-0" by 8'-0" burial plot grid pattern. Crypts must be centered between gridlines and numbered with 12-inch high black numbers on exterior lids and interior headstone-end walls, with numbering performed by the contractor after Senior Resident Engineer approval. Installation requirements specify decomposed granite base layers (3-inch depth), compacted drain rock (6-inch minimum), geotextile fabric, subsurface drainage trenches with 6-inch perforated PVC standpipes, observation wells with cast iron cleanout frames, and sand cushioning above crypts. The contractor is responsible for providing means and methods to verify and correct any depth-of-cover deficiencies prior to acceptance. The design and construction team includes Anderson Engineering of Minnesota, LLC as the Architect/Engineer of Record; Terracon as the geotechnical consultant; and Van Avelar Cost Estimating as the cost estimator, with Raymond Bodo and Kyle Stebbing identified as the Project Director and another key personnel, respectively.
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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
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A
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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
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 GEOTEXTILE FABRIC:
OVERLAP SEAMS 6"
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
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 GEOTEXTILE FABRIC:
OVERLAP SEAMS 6"
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 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
1 Addendum 1 10/12/20261 Addendum 1 10/12/2026
GEOTEXTILE TO TOP
OF CRYPT
| Sheets and Views |
| CB502 CRYPT DETAILS |
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