CB501_ADD1.pdf
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- Solicitation number
- 36C78626B0028
About this file
This document is a technical drawing specification for precast concrete double-depth lawn crypts for the Fort Bliss National Cemetery Expansion project, located at 5200 Fred Wilson Avenue, El Paso, Texas. The project is issued by the U.S. Department of Veterans Affairs, Office of Design and Construction Services, with Anderson Engineering of Minnesota, LLC serving as the Architect/Engineer of Record (Project #18528). The bid documents are dated June 15, 2026, and geotechnical services are provided by Terracon (El Paso, TX) with cost estimating by Van Avelar OCMI (Richardson, TX).
The drawing (CB501 - Crypt Details) provides comprehensive specifications for crypt construction, including reinforced concrete design per ACI 318-19 standards and Specification Section 03 48 21. Key requirements include: crypt lids with 3/4-inch chamfered edges and maximum 60-inch depth; interior dimensions of 90 inches by 86 inches with 25-inch minimum clear heights; casket rests positioned 20 inches from the casket centerline; tapered drain holes at crypt bottoms; lifting lugs rated for 0.98-ton capacity per lug; plastic covers to prevent dirt and water entry; and 1.5-inch Schedule 40 PVC pipe or equivalent ABS inside shelving. All irrigation lines must be installed and accepted prior to monument-base placement, with contractor responsibility for repairs of any damaged lines. Irrigation aisles are specified at 3 feet wide for crypt sections and 4 feet wide for in-ground cremain areas. The contractor must provide design information and shop drawings from the precast fabricator for approval prior to fabrication and erection.
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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
CB501
GENERAL NOTES:
1. REINFORCED CONCRETE DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE
AMERICAN CONCRETE INSTITUTE ACI 318-19, "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 CB101 - CB108
COMPACTED SELECT FILL. SEE
DETAILS AND SPECIFICATIONS
PERIMETER CRYPT WITH
STIFFENING RIBS
PRE-CAST CONCRETE
LAWN CRYPT
2' MINIMUM
NON-WOVEN GEOTEXTILE FABRIC:
OVERLAP SEAMS 6"
6" MINIMUM COMPACTED
DRAIN ROCK
DOMED-TOP GRAVESITE MONUMENT MARKER LOCATED WITHIN
4" DIA. PLACEMENT CIRCLE, MATCH EXISTING MATERIAL
4" DIA. PLACEMENT CIRCLE CENTERED ON CONCRETE
MONUMENT
SLOPE CONCRETE AWAY FROM CENTER OF CONCRETE
BURIAL MONUMENT
6"
3"
DOMED-TOP GRAVESITE MONUMENT MARKER
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.
3/16" HIGH TEXT ENGRAVED ON CAP
ENGRAVED 1" DIA. CIRCLE CENTERED IN MONUMENT MARKER
2"
8" MAX. FROM TOP OF
FOOTING 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 TO TOP OF CRYPT
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 MONUMENT MARKER
SEE DETAIL 2/CB501
1 Addendum 1 10/12/2026
1 Addendum 1 10/12/2026
NON-WOVEN GEOTEXTILE FABRIC:
OVERLAP SEAMS 6"
NEW IRRIGATION LINE
12" MIN. BELOW TOP OF CRYPT LID,
9" FROM CENTER OF GRAVESITE
GRID MONUMENT
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| CB501 CRYPT DETAILS |
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