36C78618R0343-007.pdf
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36C78618R0343 NCA Standard Crypt Details.pdf
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Text version
CRYPT SHALL BE
CENTERED (IN BOTH
DIRECTIONS) BETWEEN
GRIDLINES (MEASURED
AT TOP OF CRYPT)
A'
A
C
A
ATIONAL
EMETERY
DMINISTRATION
N
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
CRYPT DETAILS (STANDARD) NCA STANDARD DRAWINGS
05-26-2016
N/A
NCA-001
1 4
- BORG
C:\Temp\Borgman Work Folder\X Projects\Standard Crypt Details\NCA Standard Crypt Details.dwg, 5/26/2016 1:51:04 PM, AutoCAD PDF (General Documentation).pc3
AutoCAD SHX Text
REFER TO SPECIFICATIONS REGARDING ALLOWABLE TOLERANCES DURING CRYPT PLACEMENT
AutoCAD SHX Text AREA BETWEEN HEAD & FOOT OF CRYPTS SHALL BE FILLED AND COMPACTED W/APPROVED 3/8" STONE (3/8" MAX. WITH 0% PASSING #10); PROVIDE SUBMITTAL FOR APPROVAL (NO SAND ALLOWED)
AutoCAD SHX Text
SIDE VIEW
AutoCAD SHX Text CORRUGATED HDPE PERFORATED PIPE (HOLES DOWN) SURROUNDED BY DRAINAGE STONE & FILTER FABRIC; PIPE SIZE & SPACING AS SHOWN ON DRAWINGS.
AutoCAD SHX Text
6" DEPTH APPROVED TOPSOIL
AutoCAD SHX Text
COMPACTED, APPROVED GENERAL FILL, (SEE SPEC.)
AutoCAD SHX Text
PRE-CAST CONC. LAWN CRYPT; OUTSIDE NOMINAL DIMENSIONS: 7'-6"L X 2'-10"
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
FILTER FABRIC BETWEEN SUBGRADE AND DRAINAGE STONE, (SEE SPEC.)
AutoCAD SHX Text CRYPT/MONUMENT LAYOUT GENERAL NOTE: LAYOUT OF DOUBLE-DEPTH CRYPTS SHALL BE BASED UPON THE LOCATIONAL DATA FOR THE GRAVESITE MONUMENTS. REFER TO PLAN VIEW BELOW FOR ADDITIONAL CRYPT LAYOUT INFORMATION. THE ACTUAL PLACEMENT OF THE GRAVESITE MONUMENTS SHALL OCCUR AFTER THE PLACEMENT OF ALL CRYPTS. TO ENSURE ACCURATE MONUMENT PLACEMENT, CONTRACTOR SHALL HAND-EXCAVATE SUFFICIENT MATERIAL (IN THE PROXIMITY OF EACH MONUMENT) TO EXPOSE THE CRYPT LIDS. REPLACE ALL EXCAVATED MATERIAL AFTER PLACEMENT OF MONUMENTS. MONUMENT PLACEMENT MUST BE BASED UPON THE ACTUAL INSTALLED CRYPT LOCATIONS; ANY DEVIATIONS (FROM THE PLANS) MUST BE RECORDED ON THE RECORD DRAWINGS; PROVIDE SURVEY CERTIFICATION OF CRYPT PLACEMENT (SEE SPECS.) PRIOR TO BACKFILL BEING PLACED BETWEEN CRYPTS.
AutoCAD SHX Text CONTRACTOR TO PROVIDE THE VA STANDARD LIFTING DEVICE FOR CRYPT LID REMOVAL TO THE VA, FURTHERMORE, CONTRACTOR SHALL ONLY USE THIS DEVICE FOR REMOVING LIDS DURING CONSTRUCTION.
AutoCAD SHX Text MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL; CONTRACTOR SHALL PROVIDE THE MEANS AND METHODS (AS APPROVED BY THE RE/COR) TO VERIFY DEPTH OF COVER; DEFICIENCIES IN DEPTH (OR EXCESSES) SHALL BE REMEDIED (TO THE SATISFACTION OF THE RE/COR) PRIOR TO ACCEPTANCE OF CRYPT INSTALLATION.
AutoCAD SHX Text
IRRIGATION AISLE (3'-0" WIDTH): BACKFILL WITH COMPACTED APPROVED GENERAL FILL
AutoCAD SHX Text
GRIDLINES, TYP. (3'-0" X 8'-0" BURIAL PLOT AREA TYP.)
AutoCAD SHX Text GRAVESITE GRID MONUMENT; REFER TO GRAVESITE LAYOUT PLANS FOR LOCATIONAL DATA DEPTH AS NEEDED TO GET BELOW LOCAL FROST LINE
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text BLACK NUMBERS ON BOTH OUTSIDE OF CRYPT LIDS AS WELL AS THE INSIDE CRYPT WALL (BOTH AT THE HEADSTONE END); CONTRACTOR SHALL PAINT BOTH SETS OF THE NUMBERS ON THE CRYPT AFTER IT IS SET, INSPECTED AND APPROVED BY THE RE/COR; NUMBERS MAY BE HAND WRITTEN IF DEEMED LEGIBLE BY RE/COR, OTHERWISE NUMBERS MUST BE STENCILED (SEE SPECIFICATIONS)
AutoCAD SHX Text
GRAVESITE GRID MONUMENT
AutoCAD SHX Text
NEW IRRIGATION LINE 4" MIN. BELOW TOP OF CRYPT LID
AutoCAD SHX Text
IRRIGATION AISLE: BACKFILL WITH COMPACTED APPROVED GENERAL FILL
AutoCAD SHX Text
PERIMETER CRYPT W/BUMPOUT
AutoCAD SHX Text
GRAVESITE GRIDLINE, TYP.
AutoCAD SHX Text
END VIEW
AutoCAD SHX Text
6" DEPTH APPROVED TOPSOIL
AutoCAD SHX Text
COMPACTED APPROVED GENERAL FILL
AutoCAD SHX Text ALL TOP EDGES OF CRYPT LIDS TO BE CHAMPHERED OR FILLETED, NO 90° ANGLE EDGES;MANUFACTURER TO SHOW IN SHOP DRAWINGS (SEE SPECS)
AutoCAD SHX Text
PRE-CAST CONC. LAWN CRYPT; OUTSIDE NOMINAL DIMENSIONS: 7'-6"L X 2'-10"
AutoCAD SHX Text
FILTER FABRIC UNDER CRYPTS, SEE SPECS. (TYP. BENEATH DRAINAGE STONE)
AutoCAD SHX Text AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED W/APPROVED 3/8" STONE (3/8" MAX. WITH 0% PASSING #10, SEE SPECS); PROVIDE SUBMITTAL FOR APPROVAL (NO SAND ALLOWED)
AutoCAD SHX Text
2.0%%% MIN, 3.0%%% PITCH MAX
AutoCAD SHX Text
(SEE GRADING PLAN)
AutoCAD SHX Text
SUBBASE OF CRYPT & SUBGRADE ARE TO REFLECT FINISH GRADE WHEN SLOPE IS 3% OR LESS
AutoCAD SHX Text
COMPACTED APPROVED GENERAL FILL
AutoCAD SHX Text
PRE-CAST CONC. LAWN CRYPT
AutoCAD SHX Text
STIFFENING RIBS AS REQUIRED FOR PERIMETER CRYPTS
AutoCAD SHX Text
COMPACTED APPROVED DRAINAGE STONE
AutoCAD SHX Text
APPROVED GEOTEXTILE FILTER FABRIC
AutoCAD SHX Text PERIMETER PIPE (HOLES DOWN) SURROUNDED BY DRAINAGE STONE & FILTER FABRIC; PIPE SIZE & SPACING PER DRAWINGS.
AutoCAD SHX Text 9"
AutoCAD SHX Text 9"
AutoCAD SHX Text 9"
AutoCAD SHX Text
4" PVC RISER, 45° ELBOWS, &FLUSH MOUNTED CLEANOUT PLUG
AutoCAD SHX Text
COMPACTED APPROVED GENERAL FILL
AutoCAD SHX Text
45° SWEEPELBOWS (2)
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text
COMPACTED APPROVED DRAINAGE STONE
AutoCAD SHX Text
PERIMETER UNDERDRAIN, TYP.
AutoCAD SHX Text CONC. PAD, FLUSH WITH FINISH GRADE; CAP SHOULD BE DETECTABLE WITH METAL DETECTOR; PROVIDE GPS COORDINATE LOCATION.
AutoCAD SHX Text
COMPACTED APPROVED GENERAL FILL
AutoCAD SHX Text
PRE-CAST CONC. LAWN CRYPT
AutoCAD SHX Text
PITCH
AutoCAD SHX Text
APPROVED SAND ABOVE CRYPTS, 2" DEPTH MIN.
AutoCAD SHX Text NO VEHICLE OR EQUIPMENT WITH A SINGLE AXLE LOAD OF GREATER THAN 12,000 LBS. SHALL BE ALLOWED ON CRYPTS (SEE SPECS)
AutoCAD SHX Text
APPROVED SAND ABOVE CRYPTS, 2" DEPTH MIN.
AutoCAD SHX Text
APPROVED SAND ABOVE CRYPTS, 2" DEPTH MIN.
AutoCAD SHX Text
6" DEPTH APPROVED TOPSOIL
AutoCAD SHX Text
APPROVED SAND ABOVE CRYPTS, 2" DEPTH MIN.
AutoCAD SHX Text
6" DEPTH APPROVED TOPSOIL
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text
FRONT SIDE OF BURIAL SECTION
AutoCAD SHX Text
FRONT SIDE OF BURIAL SECTION
AutoCAD SHX Text NOTE: : CONTRACTOR TO COORDINATE CLEANOUT LOCATION W/GRADING AND STORMWATER AND DRAINAGE PLANS
AutoCAD SHX Text NOTE: : CONTRACTOR TO COORDINATE CLEANOUT LOCATION W/GRADING AND STORMWATER AND DRAINAGE PLANS
AutoCAD SHX Text NOTE: : CONTRACTOR TO COORDINATE CLEANOUT LOCATION W/ GRADING AND STORMWATER AND DRAINAGE PLANS
AutoCAD SHX Text
GRAVESITE GRIDLINE, TYP.
AutoCAD SHX Text
GRAVESITE GRIDLINE, TYP.
AutoCAD SHX Text GOVERNMENT/CEMETERY DIRECTOR TO CHOOSE PLASTIC COVER OR PEA OR PEA PEA GRAVEL AT TIME OF CONSTRUCTION
AutoCAD SHX Text
AutoCAD SHX Text
8" IRRIGATION CONTROL BOX (ROUND) WITH COVER
AutoCAD SHX Text 6"
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text 18"x18"x6" CONCRETE COLLAR AT GRADE
AutoCAD SHX Text
4" PVC RISER
AutoCAD SHX Text
RAISED HEAD SCREW PLUG CAP
AutoCAD SHX Text
SEE ENLARGEMENT
AutoCAD SHX Text
MIN. DEPTH SHALL BE 48" OR AS NEEDED TO GET BELOW LOCAL FROST LINE
AutoCAD SHX Text ALL CRYPTS SHALL BE CENTERED IN DESIGNATED PLOTS (3'x8', 3'x7'-8", 4'x4', OR 4'x10' OR WHATEVER) AND CRYPT SETTING TOLERANCES SHALL BE FROM PLOT CENTERLINES. UNDER NO CIRCUMSTANCES SHALL THE PLOT DIMENSIONS CHANGE.
AutoCAD SHX Text FILTER FABRIC ON TOP OF DRAINAGE STONE, TURN UP AT LEAST 1 FOOT AT CRYPT SIDEWALL
AutoCAD SHX Text
4" TAPERED WEEP HOLES, TYP. MIN. 2 PER CRYPT; SHOW ON SHOP DWGS.
AutoCAD SHX Text
LIFTING LUG, TYP.
AutoCAD SHX Text
SHELF EDGE
AutoCAD SHX Text
SHELF EDGE
AutoCAD SHX Text
LIFTING LUG, TYP.
AutoCAD SHX Text
4" WEEP HOLE,(MIN. 2 PER CRYPT TOTAL) TYP.; SHOW ON SHOP DWGS.
AutoCAD SHX Text 3/4" MIN. HT. CASKET RISERS, TYP. (4 PER CRYPT TOTAL OR 2 BARS); SEE SPEC. FOR LOCATION
AutoCAD SHX Text 3/4" MIN. HT. CASKET RISERS, TYP. (4 PER CRYPT TOTAL OR 2 BARS); SEE SPEC. FOR LOCATION
AutoCAD SHX Text
SIDE ELEVATION
AutoCAD SHX Text
SECTION A-A'
AutoCAD SHX Text NOTE: SIDE STIFFINING RIBS NOT SHOWN (REQUIRED FOR PERIMETER CRYPTS); SEE SPECIFICATIONS
AutoCAD SHX Text
25" MIN. CLEAR HT. FROM LOWEST PART OF SHELF TO TOP OF CASKET RISERS
AutoCAD SHX Text
25" MIN. CLEAR HT. FROM HIGHEST PART OF SHELF TO UNDERSIDE OF LID
AutoCAD SHX Text
SEE SPECS. FOR SHELF REQUIREMENTS
AutoCAD SHX Text
SOIL TIGHT PLASTIC COVER TO BE SET FLUSH W/TOP OF CONCRETE
AutoCAD SHX Text
PRE-PLACED CRYPT CONC. LID
AutoCAD SHX Text
DB-52 MB DOGBONE 1-1.3T H.D.G. ANCHOR HEAD MARK 1.3S
AutoCAD SHX Text
LIFTING LUG DETAIL
AutoCAD SHX Text
OPENING IN CONC. TO BE SLIGHTLY LARGER THAN O.D. OF PLASTIC)
AutoCAD SHX Text
FILL BOWL W/ PEA GRAVEL
AutoCAD SHX Text GOVERNMENT/CEMETERY DIRECTOR TO CHOOSE PLASTIC COVER OR PEA OR PEA PEA GRAVEL AT TIME OF CONSTRUCTION
AutoCAD SHX Text
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text V
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AutoCAD SHX Text
DOUBLE-DEPTH CRYPT INSTALLATION
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AutoCAD SHX Text
GENERIC DOUBLE-DEPTH LAWN CRYPT VAULT (STANDARD) CONFIGURATION DETAIL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AutoCAD SHX Text
CRYPT PERIMETER UNDERDRAIN
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AutoCAD SHX Text
CRYPT UNDERDRAIN CLEANOUT
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AutoCAD SHX Text
LIFTING LUG DETAIL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
A
A'
N
C
A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
CRYPT DETAILS (OVERSIZED) NCA STANDARD DRAWINGS
05-26-2016
N/A
NCA-002
2 4
- BORG
C:\Temp\Borgman Work Folder\X Projects\Standard Crypt Details\NCA Standard Crypt Details.dwg, 5/26/2016 1:51:05 PM, AutoCAD PDF (General Documentation).pc3
AutoCAD SHX Text
2.0% PITCH MIN, 3.0% PITCH MAX. (SEE GRADING PLAN)
AutoCAD SHX Text
REFER TO SPECIFICATIONS REGARDING ALLOWABLE TOLERANCES DURING CRYPT PLACEMENT
AutoCAD SHX Text AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED W/APPROVED MATERIAL; PROVIDE SUBMITTAL FOR APPROVAL (NO SAND ALLOWED)
AutoCAD SHX Text
SIDE VIEW
AutoCAD SHX Text
6" DEPTH APPROVED TOPSOIL
AutoCAD SHX Text
COMPACTED, APPROVED GENERAL FILL (SEE SPEC.)
AutoCAD SHX Text
PRE-CAST CONC. OVERSIZE CRYPT
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
FILTER FABRIC BETWEEN SUBGRADE AND DRAINAGE STONE, (SEE SPEC.)
AutoCAD SHX Text CRYPT/MONUMENT LAYOUT GENERAL NOTE: LAYOUT OF DOUBLE-DEPTH CRYPTS SHALL BE BASED UPON THE LOCATIONAL DATA FOR THE GRAVESITE MONUMENTS. REFER TO PLAN VIEW ABOVE FOR ADDITIONAL CRYPT LAYOUT INFORMATION. THE ACTUAL PLACEMENT OF THE GRAVESITE MONUMENTS SHALL OCCUR AFTER THE PLACEMENT OF ALL CRYPTS. TO ENSURE ACCURATE MONUMENT PLACEMENT, CONTRACTOR SHALL HAND-EXCAVATE SUFFICIENT MATERIAL (IN THE PROXIMITY OF EACH MONUMENT) TO EXPOSE THE CRYPT LIDS. REPLACE ALL EXCAVATED MATERIAL AFTER PLACEMENT OF MONUMENTS. MONUMENT PLACEMENT MUST BE BASED UPON THE ACTUAL INSTALLED CRYPT LOCATIONS. ANY DEVIATIONS (FROM THE PLANS) MUST BE RECORDED ON THE RECORD DRAWINGS; PROVIDE SURVEY CERTIFICATION OF CRYPT PLACEMENT (SEE SPECS) PRIOR TO BACKFILL BEING PLACED BETWEEN CRYPTS.
AutoCAD SHX Text CONTRACTOR TO PROVIDE THE VA STANDARD LIFTING DEVICE FOR CRYPT LID REMOVAL TO THE VA, FURTHERMORE, CONTRACTOR SHALL ONLY USE THIS DEVICE FOR REMOVING LIDS DURING CONSTRUCTION.
AutoCAD SHX Text
IRRIGATION AISLE (4'-0" WIDTH): BACKFILL WITH COMPACTED APPROVED GENERAL FILL
AutoCAD SHX Text
GRIDLINE (4'-0" X 10'-0" BURIAL PLOT AREA TYP.)
AutoCAD SHX Text GRAVESITE GRID MONUMENT; REFER TO GRAVESITE LAYOUT PLANS FOR LOCATIONAL DATA DEPTH AS NEEDED TO GET BELOW LOCAL FROST LINE
AutoCAD SHX Text
HORIZONTAL PLAN VIEW
AutoCAD SHX Text BLACK NUMBERS ON BOTH OUTSIDE OF CRYPT LIDS AS WELL AS THE INSIDE CRYPT WALL (BOTH AT THE HEADSTONE END); CONTRACTOR SHALL PAINT BOTH SETS OF THE NUMBERS ON THE CRYPT AFTER IT IS SET, INSPECTED AND APPROVED BY THE RE/COR; NUMBERS MAY BE HAND WRITTEN IF DEEMED LEGIBLE BY RE/COR, OTHERWISE NUMBERS MUST BE STENCILED (SEE SPECIFICATIONS)
AutoCAD SHX Text
GRAVESITE GRID MONUMENT
AutoCAD SHX Text
NEW IRRIGATION LINE 4" MIN. BELOW TOP OF CRYPT LID
AutoCAD SHX Text
IRRIGATION AISLE: BACKFILL WITH COMPACTED APPROVED GENERAL FILL
AutoCAD SHX Text
PERIMETER CRYPT W/BUMPOUT
AutoCAD SHX Text
GRAVESITE GRIDLINE, TYP.
AutoCAD SHX Text
END VIEW
AutoCAD SHX Text
6" DEPTH APPROVED TOPSOIL
AutoCAD SHX Text
COMPACTED APPROVED GENERAL FILL
AutoCAD SHX Text ALL TOP EDGES OF CRYPT LIDS TO BE CHAMPHERED OR FILLETED, NO 90° ANGLE EDGES; MANUFACTURER TOSHOW IN SHOP DRAWINGS
AutoCAD SHX Text
PRE-CAST CONC. LAWN CRYPT (OVERSIZE); OUTSIDE DIMENSIONS: 8'-1"L X 3'-11"W MAX.
AutoCAD SHX Text
FILTER FABRIC UNDER CRYPTS, SEE SPECS. (TYP. BENEATH DRAINAGE STONE)
AutoCAD SHX Text AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED W/APPROVED 3/8" STONE (3/8" MAX. WITH 0% PASSING #10, SEE SPECS.); PROVIDE SUBMITTAL FOR APPROVAL (NO SAND ALLOWED)
AutoCAD SHX Text
COMPACTED APPROVED GENERAL FILL
AutoCAD SHX Text
PRE-CAST CONC. LAWN CRYPT
AutoCAD SHX Text
STIFFENING RIBS AS REQUIRED FOR PERIMETER CRYPTS
AutoCAD SHX Text
COMPACTED APPROVED DRAINAGE STONE
AutoCAD SHX Text
APPROVED GEOTEXTILE FILTER FABRIC
AutoCAD SHX Text PERIMETER PIPE (HOLES DOWN) SURROUNDED BY DRAINAGE STONE & FILTER FABRIC; PIPE SIZE & SPACING AS ENGINEERED & APPROVED BY VA
AutoCAD SHX Text 9"
AutoCAD SHX Text 9"
AutoCAD SHX Text 9"
AutoCAD SHX Text
4" PVC RISER, 45° ELBOWS, &FLUSH MOUNTED CLEANOUT PLUG
AutoCAD SHX Text
COMPACTED APPROVED GENERAL FILL
AutoCAD SHX Text
45° SWEEPELBOWS (2)
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text
COMPACTED APPROVED DRAINAGE STONE
AutoCAD SHX Text
PERIMETER UNDERDRAIN, TYP.
AutoCAD SHX Text CONC. PAD, FLUSH WITH FINISH GRADE; CAP SHOULD BE DETECTABLE WITH METAL DETECTOR; PROVIDE GPS COORDINATE LOCATION. SEE 6/L-14.2
AutoCAD SHX Text
COMPACTED APPROVED GENERAL FILL
AutoCAD SHX Text
PRE-CAST CONC. LAWN CRYPT
AutoCAD SHX Text
PITCH
AutoCAD SHX Text
APPROVED SAND ABOVE CRYPTS, 2" DEPTH MIN.
AutoCAD SHX Text
6" DEPTH APPROVED TOPSOIL
AutoCAD SHX Text
APPROVED SAND ABOVE CRYPTS, 2" DEPTH MIN. 3" DEPTH MAX.
AutoCAD SHX Text
6" DEPTH APPROVED TOPSOIL
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text
SUBBASE OF CRYPT & SUBGRADE ARE TO REFLECT FINISH GRADE WHEN SLOPE IS 3% OR LESS
AutoCAD SHX Text CORRUGATED HDPE PERFORATED PIPE (HOLES DOWN) SURROUNDED BY DRAINAGE STONE & FILTER FABRIC.
AutoCAD SHX Text
APPROVED SAND ABOVE CRYPTS, 2" DEPTH MIN.
AutoCAD SHX Text
APPROVED SAND ABOVE CRYPTS, 2" DEPTH MIN.
AutoCAD SHX Text C
AutoCAD SHX Text
L PLOT
AutoCAD SHX Text NO VEHICLE OR EQUIPMENT WITH A SINGLE AXLE LOAD OF GREATER THAN 12,000 LBS. SHALL BE ALLOWED ON CRYPTS (SEE SPECS.)
AutoCAD SHX Text
FRONT SIDE OF BURIAL SECTION
AutoCAD SHX Text
FRONT SIDE OF BURIAL SECTION
AutoCAD SHX Text NOTE: : CONTRACTOR TO COORDINATE CLEANOUT LOCATION W/ GRADING AND STORMWATER AND DRAINAGE PLANS
AutoCAD SHX Text NOTE: : CONTRACTOR TO COORDINATE CLEANOUT LOCATION W/ GRADING AND STORMWATER AND DRAINAGE PLANS
AutoCAD SHX Text
MIN. DEPTH SHALL BE 48" OR AS NEEDED TO GET BELOW LOCAL FROST LINE
AutoCAD SHX Text
GRAVESITE GRIDLINE, TYP.
AutoCAD SHX Text NO VEHICLE OR EQUIPMENT WITH A SINGLE AXLE LOAD OF GREATER THAN 12,000 LBS. SHALL BE ALLOWED ON CRYPTS (SEE SPECS)
AutoCAD SHX Text GOVERNMENT/CEMETERY DIRECTOR TO CHOOSE PLASTIC COVER OR PEA OR PEA PEA GRAVEL AT TIME OF CONSTRUCTION
AutoCAD SHX Text
AutoCAD SHX Text
8" IRRIGATION CONTROL BOX (ROUND) WITH COVER
AutoCAD SHX Text 6"
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text 18"x18"x6" CONCRETE COLLAR AT GRADE
AutoCAD SHX Text
4" PVC RISER
AutoCAD SHX Text
RAISED HEAD SCREW PLUG CAP
AutoCAD SHX Text
SEE ENLARGEMENT
AutoCAD SHX Text
OPTIONAL DRAINAGE BOARD BAFFLE SEE 4/NCA-004
AutoCAD SHX Text ALL CRYPTS SHALL BE CENTERED IN DESIGNATED PLOTS (3'x8', 3'x7'-8", 4'x4', OR 4'x10' OR WHATEVER) AND CRYPT SETTING TOLERANCES SHALL BE FROM PLOT CENTERLINES. UNDER NO CIRCUMSTANCES SHALL THE PLOT DIMENSIONS CHANGE.
AutoCAD SHX Text FILTER FABRIC ON TOP OF DRAINAGE STONE, TURN UP AT LEAST 1 FOOT AT CRYPT SIDEWALL
AutoCAD SHX Text FILTER FABRIC ON TOP OF DRAINAGE STONE, TURN UP AT LEAST 1 FOOT AT CRYPT SIDEWALL
AutoCAD SHX Text
LIFTING LUG, TYP.
AutoCAD SHX Text
SEE SPECS FOR SHELF REQUIREMENTS
AutoCAD SHX Text
LIFTING LUG, TYP.
AutoCAD SHX Text
SIDE ELEVATION
AutoCAD SHX Text
SECTION A-A'
AutoCAD SHX Text
4" TAPERED WEEP HOLES, TYP. MIN. 2 PER CRYPT; SHOW ON SHOP DWGS.
AutoCAD SHX Text
SHELF EDGE
AutoCAD SHX Text 3/4" MIN. HT. CASKET RISERS, TYP. (4 PER CRYPT TOTAL OR 2 BARS); SEE SPEC. FOR LOCATION
AutoCAD SHX Text
25" MIN. CLEAR HT. FROM LOWEST PART OF SHELF TO TOP OF CASKET RISERS
AutoCAD SHX Text
25" MIN. CLEAR HT. FROM HIGHEST PART OF SHELF TO UNDERSIDE OF LID
AutoCAD SHX Text
4" WEEP HOLE,(MIN. 2 PER CRYPT TOTAL) TYP.; SHOW ON SHOP DWGS.
AutoCAD SHX Text 3/4" MIN. HT. CASKET RISERS, TYP. (4 PER CRYPT TOTAL OR 2 BARS); SEE SPEC. FOR LOCATION
AutoCAD SHX Text NOTE: SIDE STIFFINING RIBS NOT SHOWN (REQUIRED FOR PERIMETER CRYPTS); SEE SPECIFICATIONS
AutoCAD SHX Text
SHELF EDGE
AutoCAD SHX Text
CHAMFER ALL AROUND TOP EDGE (SEE SPEC)
AutoCAD SHX Text
SOIL TIGHT PLASTIC COVER TO BE SET FLUSH W/TOP OF CONCRETE
AutoCAD SHX Text
PRE-PLACED CRYPT CONC. LID
AutoCAD SHX Text
DB-52 MB DOGBONE 1-1.3T H.D.G. ANCHOR HEAD MARK 1.3S
AutoCAD SHX Text
LIFTING LUG DETAIL
AutoCAD SHX Text
OPENING IN CONC. TO BE SLIGHTLY LARGER THAN O.D. OF PLASTIC)
AutoCAD SHX Text
FILL BOWL W/ PEA GRAVEL
AutoCAD SHX Text GOVERNMENT/CEMETERY DIRECTOR TO CHOOSE PLASTIC COVER OR PEA OR PEA PEA GRAVEL AT TIME OF CONSTRUCTION
AutoCAD SHX Text
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text M
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OVERSIZE CRYPT INSTALLATION
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GENERIC DOUBLE-DEPTH LAWN CRYPT VAULT (OVERSIZED) CONFIGURATION DETAIL
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CRYPT PERIMETER UNDERDRAIN
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CRYPT UNDERDRAIN CLEANOUT
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LIFTING LUG DETAIL
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vacoborgmm Sticky Note
CENTERED (IN BOTH DIRECTIONS)
BETWEEN GRIDLINES (MEASURED AT
TOP OF CRYPT)
N
C
A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
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Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
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1 2 3 4 5 6 7 8 9
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E F
URN CRYPT DETAILS NCA STANDARD DRAWINGS
05-26-2016
N/A
NCA-003
3 4
- BORG
C:\Temp\Borgman Work Folder\X Projects\Standard Crypt Details\NCA Standard Crypt Details.dwg, 5/26/2016 1:51:07 PM, AutoCAD PDF (General Documentation).pc3
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SIDE VIEW
AutoCAD SHX Text CORRUGATED HDPE PERFORATED PIPE (HOLES DOWN) SURROUNDED BY DRAINAGE STONE & FILTER FABRIC.
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COMPACTED, APPROVED GENERAL FILL, (SEE SPEC.)
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PRE-CAST CONCRETE URN CRYPT (4 PLOTS); OUTSIDE DIMENSIONS: 7'-10"L X 7'-10"W
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COMPACTED SUBGRADE
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FILTER FABRIC BETWEEN SUBGRADE AND DRAINAGE STONE, (SEE SPEC.)
AutoCAD SHX Text CRYPT/MONUMENT LAYOUT GENERAL NOTE: LAYOUT OF URN CRYPTS SHALL BE BASED UPON THE LOCATIONAL DATA FOR THE GRAVESITE MONUMENTS PROVIDED; REFER TO PLAN VIEW ABOVE FOR ADDITIONAL CRYPT LAYOUT INFORMATION. THE ACTUAL PLACEMENT OF THE GRAVESITE MONUMENTS SHALL OCCUR AFTER THE PLACEMENT OF ALL CRYPTS. TO ENSURE ACCURATE MONUMENT PLACEMENT, CONTRACTOR SHALL HAND-EXCAVATE SUFFICIENT MATERIAL (IN THE PROXIMITY OF EACH MONUMENT) TO EXPOSE THE CRYPT LIDS. REPLACE ALL EXCAVATED MATERIAL AFTER PLACEMENT OF MONUMENTS. MONUMENT PLACEMENT MUST BE BASED UPON THE ACTUAL INSTALLED CRYPT LOCATIONS. ANY DEVIATIONS (FROM THE PLANS) MUST BE RECORDED ON THE RECORD DRAWINGS.
AutoCAD SHX Text CONTRACTOR TO PROVIDE THE VA STANDARD LIFTING DEVICE FOR CRYPT LID REMOVAL TO THE VA, FURTHERMORE, CONTRACTOR SHALL ONLY USE THIS DEVICE FOR REMOVING LIDS DURING CONSTRUCTION.
AutoCAD SHX Text MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL; CONTRACTOR SHALL PROVIDE THE MEANS AND METHODS (AS APPROVED BY THE RE/COR) TO VERIFY DEPTH OF COVER; DEFICIENCIES IN DEPTH (OR EXCESSES) SHALL BE REMEDIED (TO THE SATISFACTION OF THE RE/COR) PRIOR TO ACCEPTANCE OF CRYPT INSTALLATION.
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HORIZONTAL PLAN VIEW
AutoCAD SHX Text GRAVESITE GRID MONUMENT; REFER TO GRAVESITE LAYOUT PLANS FOR LOCATIONAL DATA DEPTH AS NEEDED TO GET BELOW FROST LINE
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GRAVESITE GRID MONUMENT
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NEW IRRIGATION LINE 4" MIN. BELOW TOP OF CRYPT LID
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IRRIGATION AISLE: BACKFILL WITH COMPACTED APPROVED GENERAL FILL
AutoCAD SHX Text PROVIDE STIFFENING RIBS AS REQUIRED FOR SIDE OF CRYPT FACING AISLES & PERIMETER OF CRYPT FIELD; PROVIDE SHOP DRAWINGS & CALCULATIONS
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GRAVESITE GRIDLINE, TYP.
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END VIEW
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6" DEPTH APPROVED TOPSOIL
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COMPACTED APPROVED GENERAL FILL
AutoCAD SHX Text ALL TOP EDGES OF CRYPT LIDS TO BE CHAMFERED OR FILLETED, NO 90° ANGLE EDGES;MANUFACTURER TO SHOW IN SHOP DRAWINGS
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LID LIFTING LUG IN RECESS W/CAP
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PRE-CAST CONC. URN CRYPT (4 PLOTS); OUTSIDE DIMENSIONS: 7'-10"L X 7'-10"W
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FILTER FABRIC UNDER CRYPTS, SEE SPECS. (TYP. BENEATH DRAINAGE STONE)
AutoCAD SHX Text AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED W/APPROVED 3/8" STONE (3/8" MAX. WITH 0% PASSING #10, SEE SPECS); PROVIDE SUBMITTAL FOR APPROVAL (NO SAND ALLOWED)
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(1) 4" DRAIN HOLE PER VAULT
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IRRIGATION AISLE (4'-0" WIDTH): BACKFILL WITH COMPACTED APPROVED GENERAL FILL
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GRIDLINES (4'-0" X 4'-0" BURIAL PLOT AREA TYP.)
AutoCAD SHX Text BLACK NUMBERS (FACING THE FRONT OF THE BURIAL SECTION) ON OUTSIDE OF CRYPT, LIDS AND THE INSIDE CRYPT WALL OR BOTTOM (WHERE VISIBLE WHEN HATCH IS OPEN); CONTRACTOR SHALL PAINT ALL SETS OF THE NUMBERS ON THE CRYPT AFTER IT IS SET, INSPECTED AND APPROVED BY THE RE/COR; NUMBERS MAY BE HAND WRITTEN IF DEEMED LEGIBLE BY RE/COR, OTHERWISE NUMBERS MUST BE STENCILED (SEE SPECIFICATIONS)
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COMPACTED APPROVED GENERAL FILL
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PRE-CAST CONC. URN CRYPT
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COMPACTED APPROVED DRAINAGE STONE
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APPROVED GEOTEXTILE FILTER FABRIC
AutoCAD SHX Text PERIMETER PIPE (HOLES DOWN) SURROUNDED BY DRAINAGE STONE & FILTER FABRIC; PIPE SIZE & SPACING AS ENGINEERED & APPROVED BY VA
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4" PVC RISER, 45° ELBOWS, &FLUSH MOUNTED CLEANOUT PLUG
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45° SWEEPELBOWS (2)
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COMPACTED APPROVED DRAINAGE STONE
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PERIMETER UNDERDRAIN, TYP.
AutoCAD SHX Text CONC. PAD, FLUSH WITH FINISH GRADE; CAP SHOULD BE DETECTABLE WITH METAL DETECTOR; PROVIDE GPS COORDINATE LOCATION.
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COMPACTED APPROVED GENERAL FILL
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PRE-CAST CONC. URN CRYPT
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PITCH
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6" DEPTH APPROVED TOPSOIL
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6" DEPTH APPROVED TOPSOIL
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APPROVED SAND ABOVE CRYPT, 2" DEPTH
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APPROVED SAND ABOVE CRYPT, 2" DEPTH
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APPROVED SAND ABOVE CRYPT, 2" DEPTH
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APPROVED SAND ABOVE CRYPT, 2" DEPTH
AutoCAD SHX Text NOTE: : CONTRACTOR TO COORDINATE CLEANOUT LOCATION W/GRADING, STORMWATER & DRAINAGE PLANS
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MIN. DEPTH SHALL BE 48" OR AS NEEDED TO GET BELOW LOCAL FROST LINE
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REFER TO SPECIFICATIONS REGARDING ALLOWABLE TOLERANCES DURING CRYPT PLACEMENT
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SLOPE OF SUBGRADE & DRAINAGE STONE TO REFLECT SLOPE OF FINISHED GRADE
AutoCAD SHX Text AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED W/APPROVED 3/8" STONE (3/8" MAX. WITH 0% PASSING #10); PROVIDE SUBMITTAL FOR APPROVAL (NO SAND ALLOWED)
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(SEE GRADING PLAN) FOR SLOPE
AutoCAD SHX Text NOTE: : CONTRACTOR TO COORDINATE CLEANOUT LOCATION W/GRADING, STORMWATER & DRAINAGE PLANS
AutoCAD SHX Text NOTE: : CONTRACTOR TO COORDINATE CLEANOUT LOCATION W/GRADING, STORMWATER & DRAINAGE PLANS
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GRAVESITE GRIDLINE, TYP.
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6" DEPTH APPROVED TOPSOIL
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HEADSTONE INSTALLED BY NCA AT TIME OF INURNMENT (FOR REF. ONLY)
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FRONT OF SECTION
AutoCAD SHX Text GOVERNMENT/CEMETERY DIRECTOR TO CHOOSE PLASTIC COVER OR PEA OR PEA PEA GRAVEL AT TIME OF CONSTRUCTION
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8" IRRIGATION CONTROL BOX (ROUND) WITH COVER
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FINISHED GRADE
AutoCAD SHX Text 18"x18"x6" CONCRETE COLLAR AT GRADE
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4" PVC RISER
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RAISED HEAD SCREW PLUG CAP
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SEE ENLARGEMENT
AutoCAD SHX Text ALL CRYPTS SHALL BE CENTERED IN DESIGNATED PLOTS (3'x8', 3'x7'-8", 4'x4', OR 4'x10' OR WHATEVER) AND CRYPT SETTING TOLERANCES SHALL BE FROM PLOT CENTERLINES. UNDER NO CIRCUMSTANCES SHALL THE PLOT DIMENSIONS CHANGE.
AutoCAD SHX Text FILTER FABRIC ON TOP OF DRAINAGE STONE, TURN UP AT LEAST 1 FOOT AT CRYPT SIDEWALL
AutoCAD SHX Text NOTES: 1. URN VAULT SECTIONS (4 VAULTS PER SECTION) SHALL BE CENTERED URN VAULT SECTIONS (4 VAULTS PER SECTION) SHALL BE CENTERED WITHIN 4 PLOTS AS INDICATED 2. HEADSTONE CONTAINMENT STRUCTURE TO BE MONOLITHICALLY HEADSTONE CONTAINMENT STRUCTURE TO BE MONOLITHICALLY POURED WITH URN VAULT LID 3. HEADSTONE CONTAINMENT STRUCTURE TO HAVE A REMOVABLE CAP HEADSTONE CONTAINMENT STRUCTURE TO HAVE A REMOVABLE CAP REMOVABLE CAP OR PLUG TO PREVENT ANY BACKFILL FROM ENTERING THE CAVITY DURING BACKFILL AND COVERING 4. WITH EXCEPTION OF DIMENSIONS AS DETAILED, URN VAULTS ARE TO WITH EXCEPTION OF DIMENSIONS AS DETAILED, URN VAULTS ARE TO ADHERE TO ALL REQUIREMENTS TO INCLUDE CONCRETE PLANT CERTIFICATIONS, SUBMITTALS WITH VAULT STRUCTURAL CALCULATIONS, ON SITE LOAD TESTING. STRUCTURAL CALCS & REINFORCING SHALL BE ADEQUATE FOR ALL APPLICABLE LOADS INCLUDING FROST ACTION ISSUES IF APPLICABLE. 5. (4) 1 TON SWIFT LIFTS FOR EACH LID FOR PLACEMENT (4) 1 TON SWIFT LIFTS FOR EACH LID FOR PLACEMENT 6. PROVIDE EXTRA LIFTERS FOR PRODUCTION HANDLING AS NEEDED PROVIDE EXTRA LIFTERS FOR PRODUCTION HANDLING AS NEEDED 7. (1) SWIFT LIFT CENTERED IN TOP OF EACH REMOVABLE HATCH(1) SWIFT LIFT CENTERED IN TOP OF EACH REMOVABLE HATCH
AutoCAD SHX Text HEADSTONE CONTAINMENT BOX COVER/CAP ( " MAX. THICKNESS 34" MAX. THICKNESS ABOVE BOX RIM)
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FRAMING BELOW (SEE SPEC.)
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SIDE VIEW
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END VIEW
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GRAVESITE GRIDLINE, TYP.
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FILTER FABRIC LINING, TURN UP 4" ON SIDES, TYP.
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HEADSTONE CONTAINMENT WEEPHOLE
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CONTAINMENT BOX
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CAP
AutoCAD SHX Text LID (REMOVEABLE TOP OF URN CRYPT WITH REMOVABLE HATCH & CAST HEADSTONE CONTAINMENT BOX)
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REMOVABLE HATCH
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4" WEEP HOLE(1 PER PLOT); SHOW ON SHOP DWGS.
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REMOVABLE HATCH
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PRESSURE TREATED WOOD AND PLYWOOD WITH S.S. SCREWS
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SOIL TIGHT PLASTIC COVER TO BE SET FLUSH W/TOP OF CONCRETE
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PRE-PLACED CRYPT CONC. LID
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DB-52 MB DOGBONE 1-1.3T H.D.G. ANCHOR HEAD MARK 1.3S
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LIFTING LUG DETAIL
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OPENING IN CONC. TO BE SLIGHTLY LARGER THAN O.D. OF PLASTIC)
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FILL BOWL W/ PEA GRAVEL
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URN-CRYPT INSTALLATION
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URN CRYPT 4' PLOTS
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URN-CRYPT PERIMETER UNDERDRAIN
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URN-CRYPT UNDERDRAIN CLEANOUT
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2" THICK
DRAINAGE
BOARD
SECTION A-A
PLAN VIEW - END OF SECTION LOCATION
PRECAST CRYPT (TYP.)2" THICK
DRAINAGE
BOARD
SELECT FILL
PEA GRAVEL (TYP.)
6'
EXTEND DRAINAGE BOARD 2'
MIN. FROM END OF CRYPT
AA
~ IRRIGATION ISLE ~
N
C
A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
HEADSTONE DETAILS NCA STANDARD DRAWINGS
05-26-2016
N/A
NCA-004
4 4
- BORG
C:\Temp\Borgman Work Folder\X Projects\Standard Crypt Details\NCA Standard Crypt Details.dwg, 5/26/2016 1:51:08 PM, AutoCAD PDF (General Documentation).pc3
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SECTION A
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SECTION B
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FILTER FABRIC- LINE BOTTOM AND TURN UP 4" ON SIDES
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2" DIAMETER WEEP HOLE
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PLAN VIEW
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2" DIAMETER WEEP HOLE
AutoCAD SHX Text REFER TO SPEC SECTION 03 48 22 (PRE-CAST CONCRETE CONCRETE URN VAULTS) FOR CONCRETE REQUIREMENTS
AutoCAD SHX Text PROVIDE HOLE(S) AS REQUIRED TO ATTACH BOX TO FOUNDATION USING MECHANICAL ATTACHMENT SYSTEM (I.E. BOLT, WASHER, NUT)
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6" TOPSOIL
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HEADSTONE CONTAINMENT BOX CAP TO MATCH URN CRYPT.
AutoCAD SHX Text PRECAST HEADSTONE CONTAINMENT BOX: SET HEADSTONE CONTAINMENT BOX IN BED OF LEVELING MORTAR.
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STAINLESS STEEL MECHANICAL ATTACHMENT, PROVIDE SHOP DRAWING.
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REINFORCED CONCRETE FOUNDATION (CONTINUOUS POUR), AS ENGINEERED
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FREE-DRAINING SUBBASE (THICKNESS AS REQUIRED)
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NOTE: THE SLOPE OF THE CONCRETE FOUNDATION AND FINISHED GRADE SHALL MATCH
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GRAVESITE GRIDLINE, TYP.
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HEADSTONE CONTAINMENT BOX
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PROVIDE DRAINAGE PATHWAY BETWEEN CONTAINMENT BOX & SUBBASE MATERIAL
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PRECAST HEADSTONE CONTAINMENT BOX, TYP.
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IRRIGATION AISLE
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HEADSTONE CONTAINMENT BOX
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REINFORCED CONCRETE FOUNDATION
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NOTE: THE SLOPE OF THE CONCRETE FOUNDATION AND FINISHED GRADE SHALL MATCH
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HEADSTONE SUPPORT FOOTING FOR PRIVATE VAULTS
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PRECAST HEADSTONE CONTAINMENT BOX
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TYPICAL PRIVATE VAULT BURIAL SECTION - PLAN
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DRAINAGE BOARD AT OVERSIZED SPACE / IRRIGATION ISLE
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| Sheets and Views |
| NCA Standard Crypt Details-CRYPT DETAILS (STANDARD) |
| NCA Standard Crypt Details-CRYPT DETAILS (OVERSIZED) |
| NCA Standard Crypt Details-URN CRYPT DETAILS |
| NCA Standard Crypt Details-HEADSTONE DETAILS |
File details come from the government source that posted it.