_10 LNC BD - COLUMBARIUM 3 pt2 (pg 70-77).pdf

1 2 4 5 7 8 93 6 10 11 12

A

B

C

D

E

F

G

H

30 40

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

STONE TYPE 1B: FULL

VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS,

TYP. (VA SUPPLIED;

CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300

LS300

T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

10 20

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

STONE TYPE 1B: FULL

VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS,

TYP. (VA SUPPLIED;

CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300

LS300

T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504 STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

STONE TYPE 1B: FULL

VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS,

TYP. (VA SUPPLIED;

CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300

LS300

90 100 110 T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.W.

SEE 1/LS100

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

STONE TYPE 1B: FULL

VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS,

TYP. (VA SUPPLIED;

CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300

LS300

T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

57 60 70 80

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

STONE TYPE 1B: FULL

VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS,

TYP. (VA SUPPLIED;

CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300

LS300

T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

STONE TYPE 1B: FULL

VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS,

TYP. (VA SUPPLIED;

CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300

LS300

60 70 80 T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

1A 1B 1C 1D

2C 2B 2A

2D 2E 2F 3B

3C 3D

3A

4B

4C 4D

4A

5B

5C 5D

5A

1E 1F

1G

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

KEY MAP

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

N.T.S.

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

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R J L ie b e lt

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-1

:4

:4

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DOUBLE-SIDED WALL ELEVATIONS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS205

3/8" = 1'-0"

DOUBLE-SIDED WALL 5 ELEVATION - SEGMENT '5B'

3/8" = 1'-0"

DOUBLE-SIDED WALL 5 ELEVATION - SEGMENT 5A'

3/8" = 1'-0"

DOUBLE-SIDED WALL 4 ELEVATION - SEGMENT '4D'

3/8" = 1'-0"5

DOUBLE-SIDED WALL 5 ELEVATION - SEGMENT '5C'

3/8" = 1'-0"

DOUBLE-SIDED WALL 5 ELEVATION - SEGMENT '5D'

3/8" = 1'-0"

DOUBLE-SIDED WALL 4 ELEVATION - SEGMENT ''4C'

Revisions: Date:

BID SUBMITTAL

VA

F

O R

M

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

Services

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL VENEER -

ROCK-FACE

FINISH GRADE

T.M.L.

SEE 1/LS100

STONE TYP 2: CAP

CAST-IN-PLACE

CONCRETE STEM WALL

LS502

LS503

8' -1

3/ 8"

3/ 8"

LS501

TYP.

A

T.O.W.

SEE 1/LS100

STONE TYPE 1A: FULL VENEER -

ROCK-FACE

FINISH GRADE

T.S.W.

SEE 1/LS100

STONE TYP 2: CAP

5 HIGH PRECAST CONCRETE

NICHE UNITS

MARBLE NICHE COVER, TYP.

(VA SUPPLIED;

CONTRACTOR INSTALLED)

CAST-IN-PLACE

CONCRETE STEM WALLLS501

LS502

T.M.L.

SEE 1/LS100

7' -0

/8

3/ 8"

3/ 8"

LS501

TYP.

A

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL VENEER -

ROCK-FACE

FINISH GRADE

T.M.L.

SEE 1/LS100

STONE TYP 2: CAP

CAST-IN-PLACE

CONCRETE STEM WALL

LS501

LS502

8' -1

3/ 8"

3/ 8"

T.M.L.

SEE 1/LS100

LS501

LS501

TYP.

LS502

STONE TYPE 2: STONE CAP

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

5 HIGH PRECAST

CONCRETE NICHE UNITS

CAST-IN-PLACE

CONCRETE STEM WALL

T.O.P.

SEE 1/LS100

T.S.W.

SEE 1/LS100

8' -1

3/ 8"

T.M.L.

SEE 1/LS100

3/ 8"

T.O.W.

SEE 1/LS100

LS501

TYP.

F

LS502

T.O.P.

SEE 1/LS100

STONE TYPE 2: STONE CAP

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

CAST-IN-PLACE

CONCRETE STEM WALL

FINISH GRADE

T.M.L.

SEE 1/LS100

8' -1

3/ 8"

3/ 8"

T.M.L.

SEE 1/LS100

LS501

TYP.

C

LS501

TYP.

LS502

STONE TYPE 2: STONE CAP

5 HIGH PRECAST CONCRETE

NICHE UNITS

MARBLE NICHE COVER, TYP.

(VA SUPPLIED;

CONTRACTOR INSTALLED)

CAST-IN-PLACE

CONCRETE STEM WALL

DECORATIVE AGGREGATE

FLOWER STRIP

FINISH GRADE

T.O.W.

SEE 1/LS100

T.S.W.

SEE 1/LS100

3/ 8"

3'-10"

LS501

TYP.

LS502

FINISH GRADE

STONE TYPE 1A: FULL VENEER - ROCK-FACE

STONE TYPE 2: STONE CAP

CAST-IN-PLACE CONCRETE STEM WALL

T.O.W.

SEE 1/LS100

T.M.L.

SEE 1/LS100

1' -3

/8

3/ 8"

3/

8" VARIES

SEE 1/LS100

VARIES

SEE 1/LS100

LS501

TYP.

C

LS502

LS501

TYP.

T.O.W.

SEE 1/LS100

STONE TYPE 1A: FULL VENEER -

ROCK-FACE

FINISH GRADE

T.M.L.

SEE 1/LS100

STONE TYP 2: CAP

CAST-IN-PLACE

CONCRETE STEM WALL

T.M.L.

SEE 1/LS100

8' -1

3/ 8"

3/ 8"

LS501

TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

O L U

M B

A R

IU

M

R

V T

R J L ie b e lt

.r v t

-0

-1

:4

:4

A

M

SECTIONS LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS300

3/4" = 1'-0"

PERIMETER END COLUMN SECTION - TYP.

3/4" = 1'-0"

PERIMETER NICHE WALL SECTION - TYP.

3/4" = 1'-0"

PERIMETER INTERMEDIATE COLUMN SECTION - TYP.

3/4" = 1'-0"5

DOUBLE-SIDED END COLUMN SECTION - TYP.

3/4" = 1'-0"6

DOUBLE-SIDED NICHE WALL SECTION - TYP.

3/4" = 1'-0"

COLUMN NICHE CROSS-SECTON - TYP.

3/4" = 1'-0"8

SEAT WALL SECTION - TYP.

3/4" = 1'-0"7

DOUBLE-SIDED INTERMEDIATE COLUMN SECTION, TYP.

Revisions: Date:

BID SUBMITTAL

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

CAST-IN-PLACE CONCRETE

COLUMN STEM WALL

CAST-IN-PLACE CONCRETE

MASONRY LEDGE

STONE TYPE 1B: FULL

VENEER - SMOOTH

CAST-IN-PLACE CONCRETE

STEM WALL

DECORATIVE AGGREGATE

FLOWER STRIP, CONTINUOUS

LIGHT DUTY

CONCRETE PAVEMENT1

LS300

5" 3'

-2

5"

2" 5"

2' -2

5"

5" 2'-10" 5" 6"

3/8"TYP.

2' -4

5" 2'-10" 10 3/8"

LS300

2"

5/8"

1b DETAIL 1b IS MIRRORED CONDITION OF DETAIL 1a ABOVE

1"

1" A

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

CAST-IN-PLACE CONCRETE

COLUMN STEM WALL

STONE TYPE 1B: FULL

VENEER - SMOOTH

DECORATIVE AGGREGATE

FLOWER STRIP, CONTINUOUS

LIGHT DUTY

CONCRETE PAVEMENT

5" 1'-2" 1'-2" 5"

3/8"TYP.

LS300

1' -1

3/

8"

2" 5"

8" 1'

-1 1"

3/

8"

3'-2"

2"

2"

6" 5" 2'-4" 5" 6"

3 4

1"

1"

1"

1"

CAST-IN-PLACE CONCRETE

STEM WALL

A

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

CAST-IN-PLACE CONCRETE

COLUMN STEM WALL

CAST-IN-PLACE CONCRETE

MASONRY LEDGE

STONE TYPE 1B: FULL

VENEER - SMOOTH

CAST-IN-PLACE CONCRETE

STEM WALL

DECORATIVE AGGREGATE

FLOWER STRIP, CONTINUOUS

LIGHT DUTY

CONCRETE PAVEMENT

CAST-IN-PLACE CONCRETE

STEM WALL

3'-2"

2" 3"

2" 2'

-2

5" 5"

5" 6"

6" 5" 5" 5" 2'-2" 2"

LS300

B

1"

1"

1"

1"

CAST-IN-PLACE CONCRETE

COLUMN STEM WALL

CAST-IN-PLACE CONCRETE

STEM WALL

STONE TYPE 1B: FULL

VENEER - SMOOTH

C

STONE TYPE 1B: FULL VENEER - ROCK-FACE

CAST-IN-PLACE CONCRETE COLUMN STEM WALL

CAST-IN-PLACE CONCRETE STEM WALL

DECORATIVE AGGREGATE

FLOWER STRIP. CONTINUOUS

CAST-IN-PLACE CONCRETE MASONRY LEDGE

DECORATIVE AGGREGATE

FLOWER STRIP. CONTINUOUS

LIGHT DUTY CONCRETE PAVEMENT

5" 4'

-8

5"

5" 5"

2" 3"

3' -0

3"

2" 5"

5"

5" 2'-4" 5" 6"

STONE TYPE 1B: FULL VENEER - SMOOTH

LS300

3/ 8"

T Y

P

1" 1"

1"

C

LS300

6" 5" 2'-4" 5" 5 3/8" 5/8"

3/

8" 2"

3" 1'

-6

1' -6

3"

2"

3/ 8"

STONE TYPE 1A: FULL VENEER - ROCK-FACE

CAST-IN-PLACE CONCRETE COLUMN STEM WALL

CAST-IN-PLACE CONCRETE STEM WALL

DECORATIVE AGGREGATE

FLOWER STRIP. CONTINUOUS

CAST-IN-PLACE CONCRETE MASONRY LEDGE

DECORATIVE AGGREGATE

FLOWER STRIP. CONTINUOUS

LIGHT DUTY CONCRETE PAVEMENT

STONE TYPE 1B: FULL VENEER - SMOOTH

10 3/8" 2'-4" 10 3/8" 0"

1' -1

3/

8" 1'

-1

3/ 8"

1" 1"

1" 1"

1" 1"

LIGHT DUTY CONCRETE PAVEMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

O L U

M B

A R

IU

M

R

V T

R J L ie b e lt

.r v t

-0

-1

:4

:4

A

M

COLUMN ENLARGEMENT DETAILS LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS400

1 1/2" = 1'-0" 1a

PERIMETER COLUMN END ENLARGEMENT, TYP.

1 1/2" = 1'-0"

PERIMETER COLUMN INTERMEDIATE ENLARGEMENT, TYP.

1 1/2" = 1'-0"

PERIMETER COLUMN CORNER ENLARGEMENT, TYP.

1 1/2" = 1'-0"

DOUBLE-SIDED COLUMN END ENLARGEMENT, TYP.

1 1/2" = 1'-0"

DOUBLE-SIDED COLUMN INTERMEDIATE ENLARGEMENT, TYP.

NOTE:

CONTRACTOR MUST FIELD VERIFY ALL

DIMENSIONS AND ANGLES PRIOR TO

SHOP DRAWINGS AND FABRICATION.

Revisions: Date:

BID SUBMITTAL

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

SIDE - ELEVATION FRONT - ELEVATION

PRE-CAST CONCRETE COLUMBARIUM NICHE - PROVIDE LIFTING INSERTS,

RE-INFORCING, AND WELD PLATES PER TECHNICAL SPECIFICATIONS

INSTALL STAINLESS STEEL ANCHOR BOLTS, WASHERS & EXPANSION SHIELDS PER SUBMITTAL

REQUIREMENTS; FIELD INSTALL & FILL WITH SEALANT FLUSH WITH ADJACENT CONCRETE, TYP.

NICHE COVERS:

PRE-DRILLED HOLES FOR

ATTACHMENT

ROSETTE (TYP.)

SEE WELD PLATE DETAILS (TYP.)

7' -0

1' -3

10 1/2"1 1/2"

1/

2"

1 1/2"

1/

2"

1'-8"

1' -2

/2

1' -3

1/ 2 "

2"

2"

7' -0

1'-10"

1/

2"

8' 1 1/2" (5HT X 8W)

WELD

PLATE, SEE

DETAIL (TYP.)

PRE-CAST CONCRETE COLUMBARIUM UNITS - DELEGATED

DESIGN REQUIREMENTS:

1. THE CONTRACTOR MUST PROVIDE STRUCTURAL

DESIGN OF THE PRE-CAST CONCRETE

COLUMBARIUM UNITS. STRUCTURAL DESIGN MUST

BE SUBMITTED BY THE CONTRACTOR TO THE

CONTRACTING OFFICER'S REPRESENTATIVE (COR)

AND ENGINEER OF RECORD (EOR) AS A DELEGATED

DESIGN SUBMITTAL. DELEGATED SUBMITTALS MUST

INCLUDE DRAWINGS AND CALCULATIONS THAT HAVE

BEEN STAMPED AND SIGNED BY AN ENGINEER

APPROPRIATELY LICENSED IN THE STATE OF

CONSTRUCTION,

2. THE PURPOSE OF THE EOR'S REVIEW MUST BE

DETERMINING THE DRAWINGS AND CALCULATIONS

HAVE BEEN PROPERLY SEALED, THAT THE LOAD

CRITERIA IS IN GENERAL CONFORMANCE WITH THE

CONTRACT DOCUMENTS AND THE REFERENCED

BUILDING CODE, AND THAT THE CONNECTIONS TO

THE PRIMARY STRUCTURE ARE APPROPRIATE FOR

THE STRUCTURE'S DESIGNED CAPABILITIES.

INCLUDED IN THE STRUCTURAL CALCULATIONS AND

DESIGN AT MINIMUM MUST BE:

A. DESIGN OF PRE-CAST CONCRETE COLUMBARIUM

UNITS.

B. CONNECTION OF THE PRE-CAST UNITS TO

STRUCTURAL FOUNDATIONS, BOTTOM AND TOP.

C. CONNECTION OF PRE-CAST UNITS BACK TO BACK

AND END TO END.

D. CONNECTION OF PRE-CAST UNITS TO NATURAL

STONE CAPS.

REFER TO SPECIFICATION 03 48 24 - PRE-CAST CONCRETE

COLUMBARIUM UNITS AND S001 FOR

ADDITIONAL INFORMATION.

1" DIA. ROSETTE W/ NEOPRENE

WASHER

TAMPER-PROOF SCREW

PLASTIC WASHER

CLIP ANGLE ASSEMBLY

WASHER

WASHER & LOCKWASHER

BOLT & HEX NUT, 1/4"-20 X 2 1/2"

LONG

SST SPRING CLIP

SPRING CLIP

NOTE: ALL HARDWARE TO

BE STAINLESS STEEL

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING

STRUCTURAL CALCULATIONS AND DESIGN OF

THE EMBEDDS AS A DELIGATED DESIGN ITEM.

DESIGN AND CALCULATIONS MUST AT MINIMUM

PROVIDE:

A. CONNECTIONS TO CAST-IN-PLACE

FOUNDATIONS, BOTTOM AND TOP.

B. CONNECTIONS OF PRECAST UNITS,

BACK TO BACK AND END TO END.

C. CONNECTIONS TO NATURAL STONE CAP

2. REFER TO SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS

STAINLESS STEEL

EMBEDDED WELD

PLATE, TYP.

STAINLESS STEEL WELD PLATE

PRECAST COLUMBARIUM UNIT

PRECAST CONCRETE COLUMBARIUM

UNIT, TYP.

STAINLESS STEEL

EMBEDDED WELD

PLATE, TYP.

STAINLESS STEEL WELD PLATE

END COLUMN, SEE PLANS FOR

ADDITIONAL INFORMATION, TYP.

PRECAST CONCRETE

COLUMBARIUM UNIT, TYP.

WELD PLATE, RECESSED 1/4" FROM TOP OF

PRECAST UNIT

END COLUMN / STEM WALL,

SEE PLANS FOR ADDITIONAL

INFORMATION, TYP.

EMBEDDED WELD PLATE W/ NELSON STUD,

TYP.

NATURAL STONE CAP

PRECAST COLUMBARIUM UNIT, TYP.

STAINLESS STEEL WELD PLATE, RECESSED 1/4"

STAINLESS STEEL EMBEDDED WELD PLATE

W/ NELSON STUD, TYP.

NATURAL STONE CAP

PLAN VIEW:

BACK TO BACK PRECAST

COLUMBARIUM

PLAN VIEW:

BACK TO BACK PRECAST

COLUMBARIUM TO END COLUMN

SECTION A-A' VIEW:

END COLUMN / STEM WALL CONNECTION

SECTION B-B' VIEW:

DOUBLE SIDED PRECAST

COLUMBARIUM CONNECTION

VARIES

V A

R

IE

S

V A

R

IE

S

VARIES

VARIES

V A

R

IE

S

VARIES

VARIES

V A

R

IE

S

PRECAST COLUMBARIUM UNIT

STAINLESS STEEL WELD PLATE

STAINLESS STEEL

EMBEDDED WELD

PLATE, TYP.

V A

R

IE

S

VARIES

STAINLESS STEEL

EMBEDDED WELD

PLATE, TYP.

PRECAST COLUMBARIUM UNIT

PLAN VIEW:

SINGLE SIDED PRECAST COLUMBARIUM UNIT

TO END COLUMN

PLAN VIEW:

SINGLE SIDED PRECAST COLUMBARIUM

OVERALL COVER

11 1/4"

INSIDE NICHE FACE

10 1/2"

O V

E R

A L L

C O

V E

R

/4

IN

S

ID

E

N

IC

H E

F A

C E

1 1/4"

/4

3/4" THICK BLANK NICHE

COVER PLATE.

3/8" DIA. PRE-DRILLED HOLE TO

ACCEPT STAINLESS STEEL BOLTS

AND ROSETTES, (4) TYPICAL DIA.

COORDINATE SIZE OF HOLE WITH

3/16" ROSETTE FASTENERS

E Q

E Q

EQ EQ

IN

S

ID

E

N

IC

H E

B A

C K

/2

INSIDE NICHE FACE

10"

ALL EDGES OF THE FRONT, BACK,

AND CORNERS MUST BE SMOOTH

SAWN AND FINISHED WITH A CLEAN

1/8" ARIS (EASED EDGE)

NOTE:

NICHE COVER TO BE PROVIDED BY GOVERNMENT & INSTALLED BY CONTRACTOR

CL

C L

1/4" DIA. HOLE, CAST IN PLACE -

HOLE NOT TO EXTEND THRU

NICHE WALL

1/4" x 1 1/2" EXPANSION BOLT, LOCK

WASHER & HEX NUT

1/4" DIA. HOLE, CAST IN PLACE, TYP.

PLASTIC SHIMS, TYP.

1/4" x 1 3/4" EXPANSION BOLT, LOCK

WASHER & HEX NUT

ALL EXPOSED NICHE FRONTS MUST BE A

SMOOTH SURFACE

NICHE COVERS W/ PRE-DRILLED 3/8" DIA.

HOLES TO ACCEPT ROSETTE & BOLT

3/4" DIA. WASHER, TYP.

LS500

LS500

/8

/8

/4

/4

NOTE: ALL HARDWARE TO

BE STAINLESS STEEL

STAINLESS STEEL ROSETTE

FASTENER, TYP.

NICHE COVER

PLATE, TYP.

STAINLESS STEEL NICHE

COVER MOUNTING

BRACKETS, TYP.

3/4"

3/4"

10 1/2"

3/4"

3/4"

1' - 0"

/4

/4

/4

/4

/4

/4

LS500

LS500

PRE-DRILLED WITH 7/16"

DIAMETER HOLE TO ACCEPT

STAINLESS STEEL BOLTS

AND STAINLESS STEEL

ROSETTES (4) TYP. VERIFY

PRIOR TO INSTALLATION

1/2" DIAMETER CAST

IN PLACE HOLE

PRECAST COLUMBARIUM

NICHE UNIT, TYP.

1 1/4"

1/

4"

TYP. CONDITION AT INTERMEDIATE SHELVES OF PRE-

CAST UNIT

STAINLESS STEEL 3/8" DIAMETER X 3" THREADED

ROD, LOCK WASHER & HEX NUTS & PLASTIC SHIMS

STAINLESS STEEL ROSETTE AND BOLT,

TYP.

1/2" DIAMETER CAST IN PLACE HOLE,

TYP.

STAINLESS STEEL ROSETTE AND

BOLT, SEE DETAIL

STAINLESS STEEL NICHE COVER

MOUNTING BRACKET, SEE DETAIL

NICHE COVERS W/ PREDRILLED 7/16"

DIA. HOLES TO ACCEPT STAINLESS

STEEL ROSETTE & BOLT - COVERS

ARE 11 1/4" WIDTH x 1' 3 3/4" HEIGHT x

3/4" THICK

7/8" DIAMETER, 1/16" THICK CLEAR

WASHER, TYP. (2) FOR EACH

STAINLESS STEEL ROSETTE

STAINLESS STEEL ROSETTE AND BOLT

(TYP.) THROUGH 7/16" DIAMETER PRE-

DRILLED HOLE

ALL EXPOSED CONCRETE (NICHE

FRONTS) MUST BE GROUND OR

PATCHED SMOOTH; APPLY 2 COATS

SPECIFIED HIGH BOND SEALER SUPER

COLOR COATING

1/2" DIAMETER CAST IN PLACE HOLE

PLASTIC SHIMS, TYP.

STAINLESS STEEL 1/4" x 1 3/4"

EXPANSION BOLT, LOCK WASHER

& HEX NUT, TYP.

FACE BACK

THREADED SPRING CLIP TO RECEIVE ROSETTE BOLT.

5/16" x 3/4" SLOTS

SIDE VIEW FRONT VIEW PLAN VIEW

3/32" THICK STAMPED ANGLE

BRACKET W/ (2) SLOTS

/2

1 1/4"

/2

3/4" 223/256"

7/

/1

9/

3/

R

/6 4"

9/16"

E Q

E Q

THREADED SPRING CLIP

SIDE VIEWPLAN VIEW

NOTE: ALL HARDWARE TO

BE STAINLESS STEEL

CL

CL

CL

CL

CL CL

CLCL

MATCH EXISTING ROSETTE

(VA STANDARD); PROVIDE PRODUCT LITERATURE & SAMPLE FOR

APPROVAL.

1/8" DIAMETER

1/16" NEOPRENE WASHER

MATCH EXISTING 3/16" x 1 1/2" LENGTH TAMPER-

PROOF SPANNER HEAD BOLT

FRONT ELEVATION

SECTION

8 - PETAL ROSETTE

D

IA

NOTES:

1. ROSETTES AND ASSOCIATED HARDWARE TO BE

PROVIDED AND INSTALLED BY THE CONTRACTOR.

ROSETTES AND SPANNER HEAD BOLT AND NUT TO BE

VA CONFIRMED

2. ALL HARDWARE TO BE STAINLESS STEEL

1/2" SEALANT

BACKER ROD

PRECAST NICHE UNIT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

O L U

M B

A R

IU

M

R

V T

R J L ie b e lt

.r v t

-0

-1

:4

:5

A

M

PRECAST COLUMBARIUM DETAILS LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS500

3/4" = 1'-0"

PRE-CAST COLUMBARIUM NICHE UNIT - 5 HIGH

12" = 1'-0"

COLUMBARIUM FASTENER ASSEMBLY - ISOMETRIC

1" = 1'-0"

PRECAST COLUMBARIUM UNIT WELD PLATE DETAILS

3" = 1'-0"

NICHE COVER PLATE (VA PROVIDED) / (CONTRACTOR INSTALLED)

6" = 1'-0"

NICHE COVER ATTACHMENT SECTION

3" = 1'-0"

NICHE COVER PLATE ATTACHMENT

12" = 1'-0"

NICHE COVER MOUNTING BRACKET

12" = 1'-0"

ROSETTE FASTENER DETAIL

6" = 1'-0"

COLUMBARIUM NICHE JOINT DETAIL

Revisions: Date:

BID SUBMITTAL

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

NICHE COVER (VA SUPPLIED;

CONTRACTOR INSTALLED)

PRECAST COLUMBARIUM UNIT ANCHOR

PRECAST COLUMBARIUM UNIT

TYPE 1 HORIZONTAL CELL VENT.

SPACED BETWEEN NICHE/NICHE &

NICHE/VENEER JUNCTION

3/8" SEALANT W/BACKER ROD

DECORATIVE AGGREGATE, 6" DEPTH MIN.

THICKENED EDGE CONCRETE

PAVEMENT SEE 5/CS502

CAST-IN-PLACE STEM WALL

GRANULAR FILL

COMPACTED AGGREGATE BASE

WRAP GRANULAR FILL WITH NON-

WOVEN GEOTEXTILE FABRIC.

OVERLAP @ TOP 6" MIN.

4" PERFORATED DRAINTILE; (SEE

UTILITY PLAN)

1"

S E

E C

IV

IL

U T

IL

IT

Y P

LA

N

V A

R

IE

S 6"

M

IN

2"

DECORATIVE AGGREGATE, 6" DEPTH MIN.

THICKENED EDGE CONCRETE PAVEMENT SEE 5/CS502

CAST-IN-PLACE STEM WALL

GRANULAR FILL

COMPACTED AGGREGATE BASE

WRAP GRANULAR FILL WITH NON-

WOVEN GEOTEXTILE FABRIC.

OVERLAP @ TOP 6" MIN.

4" PERFORATED DRAINTILE; (SEE

UTILITY PLAN)

1"

6 1/8"

S E

E C

IV

IL

U T

IL

IT

Y P

LA

N

V A

R

IE

S 6"

M

IN

1' -6

STONE TYPE 1A: FULL VENEER -

ROCK-FACE

3/8" CONCAVE MORTAR JOINT

SEALANT

CONTINUOUS TERMINATION BAR

MORTAR MESH MINIMUM 18"

ABOVE MORTAR HAUNCH

MORTAR HAUNCH

TYPE 1 CELL VENT, (BEYOND)

AT EACH JOINT

CONTINUOUS SELF ADHESIVE

EPDM MEMBRANE

CONTINUOUS THRU WALL FLASHING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

O L U

M B

A R

IU

M

R

V T

R J L ie b e lt

.r v t

-0

-1

:4

:5

A

M

BASE DETAILS LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS501

3" = 1'-0"

NICHE WALL BASE SECTION

3" = 1'-0"

COLUMN BASE AT PAVEMENT SECTION DETAIL

3" = 1'-0"

WALL BASE AT MASONRY LEDGE

Revisions: Date:

BID SUBMITTAL

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

FIELD DRILL AT LOCATION AND ANGLE

AS PER PRECAST COLUMBARIUM

MANUFACTURER, EPOXY STAINLESS

STEEL PIN IN-PLACE

SEE LS510 FOR CAP PROFILES AND LS130 FOR CAP LAYOUT PLANS

3'-9"

PRECAST NICHE UNIT

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

SINGLE-SIDED

T.O.W.

SEE 1/LS100

CONTINUOUS SELF ADHESIVE EPDM

LS502

3" / 1'-0" 1 1/8" / 1'-0"

1'-0" 2'-9"

CAST-IN-PLACE CONCRETE

STEM WALL

3/8" SEALANT W/BACKER ROD,

CONT. ALONG CAP JOINT.

T.O.W.

SEE 1/LS100

SEE LS510 FOR CAP PROFILES AND LS130 FOR CAP LAYOUT PLANS

4'-10"

FIELD DRILL AT LOCATION AND ANGLE AS

PER PRECAST COLUMBARIUM

MANUFACTURER, EPOXY STAINLESS

STEEL PIN IN-PLACE

PRECAST NICHE UNITS

CONTINUOUS SELF ADHESIVE EPDM

DOUBLE-SIDED

2'-5" 2'-5"

1 1/4" / 1'-0" 1 1/4" / 1'-0"

3/8" SEALANT W/BACKER ROD,

CONT. ALONG CAP JOINT.

SEE LS510 FOR CAP PROFILES AND LS130 FOR CAP LAYOUT PLANS

6'-0"

3/8" DIA X 6" , STAINLESS STEEL

SMOOTH DOWEL, 2 PER CAP. EPOXY

DOWEL IN CIP CONCRETE AND CAP

3/8" SEALANT W/BACKER ROD,

CONT. ALONG CAP JOINT.

CONTINUOUS SELF

ADHESIVE EPDM

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

CAST-IN-PLACE CONCRETE

STEM WALL

T.O.P.

SEE 1/LS100

LS502

1'-10" 2'-4" 1'-10"

EQ EQ

1 5/8" / 1'-0" 1 5/8" / 1'-0"

E Q

E Q

3/8" DIA, STAINLESS STEEL SMOOTH

DOWEL, 2 PER CAP. EPOXY DOWEL IN

CIP CONCRETE AND CAP.

3/8" SEALANT W/BACKER ROD,

CONT. ALONG CAP JOINT.

CONTINUOUS SELF

ADHESIVE EPDM

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

CAST-IN-PLACE CONCRETE

STEM WALL, SEE PLANS

T.O.W.

SEE 1/LS100

1/4" / 1'-0"

EQEQ

1/

2"

5/ 8"

TYPE 1 CELL VENT (HORIZONTAL).

PLACE AT EVERY CAP JOINT

VERTICAL CELL VENT BELOW EPDM AT

7/ 8"

3/4"

STONE TYPE 2: STONE CAP

TYPE 1 HORIZONTAL CELL VENTS;

LOCATE AT EACH CAP JOINT

SPAN CONTINUOUS SELF ADHESIVE

EPDM OVER ENTIRE COLUMBARIUM

NICHES. TERMINATE AT BACKER ROD

MORTAR & SHIMS AS NECESSARY

CONTINUOUS SEALANT W/

BACKER ROD ALONG CAP SEAM

LS502

3/8" BACKER ROD AND SEALANT

TYPE 1 CELL VENT (HORIZONTAL).

PLACE AT EVERY CAP JOINT

CONTINUOUS SELF ADHESIVE EPDM MEMBRANE,

HOLD MEMBRANE BACK 1/2" FROM FACE

TYPE 1 CELL VENT (VERTICAL). CELL VENT

MUST NOT EXTEND PAST STONE VENEER

FACE, SPACE LONGITUDINALLY EVERY 24"-36".

STONE TYPE 2: STONE CAP

STONE TYPE 1A: FULL VENEER - ROCK-FACE

MORTAR & SHIMS AS NECESSARY

3/8" SEALANT W/BACKER ROD, CONT. ALONG CAP JOINT.

3"

LS502

3/ 4"

DRIP EDGE CONTINUOUS

AROUND ENTIRE CAP

CONTINUOUS 3/8"

SEALANT

3/8" 1/2" 3/4"

1 5/8"

BACKER ROD

HORIZONTAL WEEP VENTS

NATURAL STONE CAP

JOINT SEALANT

BACKER ROD UNDER JOINT

SEALANT WITH CONCAVE PROFILE -

ALL EXPOSED EDGES OF JOINT

/8

TOP OF NICHE UNIT

SELF-ADHERING EPDM FLASHING

3/8"

GROUT BEDS

THRU-WALL FLASHING

SHIMS

COMPRESSIBLE JOINT FILLER

VERTICAL CELL VENT

STONE CAP

JOINT SEALANT

BACKER ROD

TOP OF NICHE UNIT

SELF-ADHERING EPDM FLASHING

/8

3/8"

STONE VENEER

PROVIDE SMOOTH SURF ON

STONE FACE AT AREA TO

RECEIVE SEALANT & BACKER

ROD

M

IN

1/

8"

CONTINUOUS SELF ADHESIVE EPDM

3/8" SEALANT AND BACKER ROD, TYP.

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

STONE TYPE 2: CAP

PRECAST NICHE UNIT

T.O.P.

SEE 1/LS100

STONE TYPE 2: CAP

CAST-IN-PLACE

CONCRETE STEM WALL

T.O.W.

SEE 1/LS100

3"

NOTES:

1. ALL COLUMN STONE FACE ADJACENT TO

NICHE CAPS MUST HAVE 3/8" MAX. RELIEF

FROM FOUNDATION EDGE EACH WAY.

2. ALL COLUMN STONE FACES NOT ADJACENT

TO NICHE CAPS MUST HAVE 2" MAX RELIEF.

1-1/2" MAX. FROM FOUNDATION EDGE

OUTWARDS AND 1/2" INWARDS FROM

FOUNDATION EDGE.

3. CONTRACTOR MUST PROVIDE MOCKUP.

STONE TYPE 2; CAP

3/8" SEALANT W/BACKER ROD

FOUNDATION EDGE (F.E.) ADJACENT TO STONE CAP

STONE TYPE 1A: FULL VENEER - ROCK-FACE

MAX.

1/8"

MAX.

1/8"

M A

X

1/

2" M

A X

1/

2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

O L U

M B

A R

IU

M

R

V T

R J L ie b e lt

.r v t

-0

-1

:4

:5

A

M

CAP SETTING DETAILS LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS502

1 1/2" = 1'-0"

SINGLE-SIDED NICHE WALL CAP SETTING SECTION DETAIL, TYP

1 1/2" = 1'-0"

DOUBLE-SIDED NICHE WALL CAP SETTING SECTION DETAIL, TYP

1 1/2" = 1'-0"

COLUMN CAP SETTING SECTION DETAIL

1 1/2" = 1'-0"

SEAT WALL CAP SETTING SECTION DETAIL, TYP.

3" = 1'-0"

NICHE UNIT CAP SETTING DETAIL, TYP.

3" = 1'-0"

COLUMN CAP SETTING DETAIL AT VENEER, TYP.

6" = 1'-0"

CAP DRIP EDGE DETAIL, TYP.

6" = 1'-0"

NATURAL STONE CAP JOINT ELEVATION DETAIL, TYP.

6" = 1'-0"

NATURAL STONE CAP AT VENEER JOINT ELEVATION DETAIL, TYP.

3" = 1'-0"

NICHE CAP AT END COLUMN DETAIL, TYP.

3/4" = 1'-0"

NATURAL STONE ASHLAR RELIEF TOLERANCES

Revisions: Date:

BID SUBMITTAL

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

ECL

CL CL

CL 4"

1"

4" DIA. CAST BRONZE PLAQUE.

TEXT TO BE TIMES NEW

ROMAN AT 1-1/2" HEIGHT,

ALIGN WITH CENTERLINE OF

NICHE.

EDGE OF 3/4" CHAMFER

COLUMBARIUM PRE-CAST NICHE

COLUMN, WHERE APPLICABLE

LS503

LS503

2" DIA. CAST BRONZE PLAQUE.

TEXT TO BE TIMES NEW ROMAN

AT 3/4" HEIGHT, ALIGN WITH

CENTERLINE OF NICHE.

COLUMN MARKER, TYP.

(OF NICHE COVER)

(OF NICHE COVER)

EQ EQ

ROW MARKER, TYP.

E Q

E Q

FACE OF NATURAL STONE CAP

THREADED MOUNTING STUD (2) MIN. PER

CASTING, TYP. SIZE PER MANUFACTURER

FILL ENTIRE DRILLED HOLE WITH EPOXY ADHESIVE

FIELD DRILLED HOLE TO ACCEPT MOUNTING STUD;

HOLES TO BE 1/4" MIN. LARGER DIA. 1/4" DEEPER

THAN MOUNTING STUD

EXTEND STUDS MIN. 2" INTO NATURAL STONE CAP - (1)

PER MARKER (PER MANUFACTURER

RECOMMENDATIONS); ANCHOR WITH NON-SHRINK

GROUT - FIELD DRILL HOLES TO ENSURE MARKERS

ALIGN AND CENTER ON ROWS/COLUMNS - KEEP STUDS

1" MIN. CLEAR FROM MORTAR JOINTS

CAST BRONZE NICHE WALL COLUMN MARKER, TYP.

SET CENTERED AND FLUSH TO NATURAL STONE FACE

CL

E Q

E Q

1/4"

2"MIN.

THREADED MOUNTING STUD (2) MIN. PER CASTING, TYP.

SIZE PER MANUFACTURER

FILL ENTIRE DRILLED HOLE WITH EPOXY ADHESIVE

FIELD DRILLED HOLE TO ACCEPT MOUNTING STUD; HOLES

TO BE 1/4" MIN. LARGER DIA. & 1/4" DEEPER THAN MOUNTING

STUD

EXTEND STUDS MIN. 2" INTO STONE (2) PER MARKER (PER

MANUFACTURER RECOMMENDATIONS); STUDS TO

MAINTAIN A 1" MIN. CLEARANCE FROM ALL NATURAL

STONE JOINTS.

CAST BRONZE NICHE ROW MARKER, TYP.

SET CENTERED AND FLUSH TO NATURAL STONE FACE

STONE TYPE 1B: FULL VENEER - SMOOTH

CL OF NICHE

COVER

S1.1

1' -0

/2

E

D

C

B

A

EQEQ

E Q

E Q

CL CL

CL

CL

CL

8" HEIGHT X 1" THICK

TIMES NEW ROMAN

BRONZE COLUMBARIUM

NUMBER; SEE DETAIL

4/LS503

ALPHA ROWS BEGIN WITH FIRST

ROW FROM THE BOTTOM; EACH

ROW LABELED; SEE DETAIL

3/LS503

LS503

CL

CL

CL

S1.2

S1.2

S1.2

S1.1

S1.1

E

17 CL

CL

S1.2

S1.2

S1.2

S1.1

D

C

B

A

S1.1

S1.2

S1.2

S1.2

S1.1

S1.1

E

S1.2

S1.2

S1.2

D

C

B

A

CLCLCL

CL

EQ EQ EQ EQ

ALPHA ROWS BEGIN WITH FIRST

ROW FROM THE BOTTOM; EACH

ROW LABELED; SEE DETAIL

3/LS503

CL

CL

CL

CL

CL

CL

CL

CL

EQ EQ

E Q

E Q

S1.1

E

17 CL

S1.2

S1.2

S1.2

S1.1

D

C

B

A

CL

CLCL

ALPHA ROWS BEGIN WITH FIRST

ROW FROM THE BOTTOM; EACH

ROW LABELED - 2" DIA BRONZE

LETTER, FONT TIMES NEW

ROMAN; SEE DETAIL 3/LS503

CL

CL

CL

CL

EQ EQ

2"

M

IN

1"

M

IN

1"

1"

1" AIR GAP

FACE OF CAST-IN-PLACE

CONCRETE

THREADED MOUNTING STUD

(2) MIN. PER CASTING, TYP.

FILL ENTIRE DRILLED HOLE

WITH EPOXY ADHESIVE

FIELD DRILLED HOLE TO

ACCEPT MOUNTING STUD;

HOLES TO BE 1/4" MIN.

LARGER DIA. & 1/4" DEEPER

THAN MOUNTING STUD

EXTEND STUDS MIN. 2" INTO

STONE (2) PER MARKER (PER

MANUFACTURER

RECOMMENDATIONS); STUDS

TO MAINTAIN A 1" MIN.

CLEARANCE FROM ALL

NATURAL STONE JOINTS.

CAST BRONZE COLUMN

WALL ID MARKER

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

1' -0

/2

CL

3/8" NATURAL STONE VENEER

MORTAR JOINT, TYP.

1/8" MIN. 3/8" MAX.

H E

IG

H

T

1' -5

/1

6"

LENGTH

10"

W

ID

T H

4"

FRONT

R

IG

H T

TOP

S1.1

H E

IG

H

T

1' -4

/8

LENGTH

10"

W

ID

T H

4"

FRONT

R

IG

H T

TOP

S1.2

8' -1

3/8"

LENGTHS: 3' 1-3/4", 9-1/4"11 5/8"

3/8"

LENGTHS: 1' 9-1/2", 2' 1-1/2" (REPEAT)9 1/8"

3/8"

LENGTHS: 5", 1' 6-1/2", 1' 11" (REPEAT)7 5/8"

3/8"

LENGTHS: 9-1/4", 1' 6-3/4" (REPEAT)4 7/8"

3/8"

LENGTHS: 1' 9-3/4", 2-1/4", 1' 10-1/2" (REPEAT)3 9/16"

3/8"

LENGTHS: 2' 4-1/8", 1' 6-3/4" (REPEAT)4 7/8"

3/8"

LENGTHS: 1' 6-3/4", 9" (REPEAT)4 7/8"

3/8"

LENGTHS: 2' 1-1/2", 1' 9-3/4" (REPEAT)3 9/16"

3/8"

LENGTHS: 2-1/2", 1' 9-1/2", 1' 10-1/2" (REPEAT)7 5/8"

3/8"

LENGTHS: 2' 4-1/4", 1' 6-3/4" (REPEAT)4 7/8"

3/8"

LENGTHS: 2-1/4", 1' 10-1/2", 1' 9-3/4" (REPEAT)2 3/8"

3/8"

LENGTHS: 2' 4-1/4", 1' 6-3/4" (REPEAT)4 7/8"

3/8"

LENGTHS: 9", 1' 6-3/4", 1' 6-3/4" (REPEAT)3 9/16"

3/8"

LENGTHS: 2' 1-1/2", 1' 9-3/4" (REPEAT)3 9/16"

3/8"

LENGTHS: 2-1/2", 1' 9-/12", 1' 10-1/2" (REPEAT)3 9/16"

3/8"

LENGTHS: 2-1/4", 1' 10-1/2", 1' 9-3/4" (REPEAT)2 1/4"

3/8"

LENGTHS: 9", 1' 6-3/4", 1' 6-3/4" (REPEAT)3 9/16"

3/8"

LENGTHS: 2' 1-1/2", 1' 9-3/4" (REPEAT)3 7/8"

3'-1 3/4" 3/8" 9 1/4"

1'-9 1/2" 3/8" 2'-1 1/2"

T.O.W.

SEE 1/LS100

5" 3/8" 1'-6 1/2" 3/8" 1'-11"

9 1/4" 3/8" 1'-6 3/4"

1'-9 3/4" 3/8" 2 1/4" 3/8" 1'-10 1/2"

2'-4 1/8" 3/8" 1'-6 3/4"

1'-6 3/4" 3/8" 9"

2'-1 1/2" 3/8" 1'-9 3/4"

2 1/2" 3/8" 1'-9 1/2" 3/8" 1'-10 1/2" 3/8"

2'-4 1/4" 3/8" 1'-6 3/4" 3/8"

2 1/4" 3/8" 1'-10 1/2" 3/8" 1'-9 3/4"

2'-4 1/4" 3/8" 1'-6 3/4"

9" 3/8" 1'-6 3/4" 3/8" 1'-6 3/4"

2'-1 1/2" 3/8" 1'-9 3/4"

2 1/2" 3/8" 1'-9 1/2" 3/8" 1'-10 1/2"

2 1/4" 3/8" 1'-10 1/2" 3/8" 1'-9 3/4"

9" 3/8" 1'-6 3/4" 3/8" 1'-6 3/4"

1'-9 3/4" 3/8" 2'-1 1/2"

NOTES: SUBMIT SHOPS FOR APPROVAL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

O L U

M B

A R

IU

M

R

V T

R J L ie b e lt

.r v t

-0

-1

:4

:5

A

M

COLUMBARIUM DETAILS LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS503

1 1/2" = 1'-0"1

COLUMN AND ROW MARKERS DETAIL

3" = 1'-0"2

NICHE WALL COLUMN MARKERS DETAIL

3/4" = 1'-0"

COLUMBARIUM END COLUMN ID PLACEMENT DETAIL

3" = 1'-0"

NICHE WALL ROW MARKERS DETAIL

3/4" = 1'-0"

COLUMBARIUM MID COLUMN ID PLACEMENT DETAIL

3/4" = 1'-0"7

COLUMBARIUM INSIDE CORNER COLUMN ID PLACEMENT DETAIL

3" = 1'-0"

COLUMN WALL ID MARKER SECTION DETAIL

SMOOTH FINISH STONE

SCHEDULE

CAP

TYPE WIDTH LENGTH HEIGHT

S1.1 4" 10" 1'-5 1/16"

S1.2 4" 10" 1'-4 1/8"

3/4" = 1'-0"

STONE LEGEND

1 1/2" = 1'-0"

ROCK-FACE STONE VENEER PATTERN

Revisions: Date:

BID SUBMITTAL

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

W

ID

T H

3' -9

LENGTH

4'-6 9/16"

O V

E R

H A

N G

3"

O V

E R

H A

N G

6"

WIDTH

3'-9"

S

LA

B

1/

8"

P E

A K

1/

8"

2' -9

1'

-0

1'-0" 2'-9"

RIDGELINE

TYPICAL C1 PROFILE C1.1 PLAN C1.2 PLAN

2' -9

1'

-0

W

ID

T H

3' -9

LENGTH

4'-0 9/16"

VERTICAL FACE BELOW

VERTICAL FACE BELOW

O V

E R

H A

N G

3"

O V

E R

H A

N G

6"

WIDTH

4'-10"

S

LA

B

1/

8"

P E

A K

1/

8"

W

ID

T H

4' -1

0"

E Q

E Q

LENGTH

4'-6 9/16"

TYPICAL C2 PROFILE

E Q

E Q

W

ID

T H

4' -1

0"

LENGTH

4'-0 9/16"

C2.1 PLAN C2.2 PLAN

C4.1 RIGHT VIEW

S

LA

B

1/

8"

P E

A K

1/

8"

WIDTH

3'-8"

O V

E R

H A

N G

6"

O V

E R

H A

N G

6"

RIDGELINE

VERTICAL

FACE BELOW

VERTICAL

FACE BELOW

C4.1 PLAN VIEW C4.2 RIGHT VIEW

LENGTH

6'-0"

O V

E R

H A

N G

3"

O V

E R

H A

N G

3"

OVERHANG

3"

OVERHANG

3"

W

ID

T H

3' -8

E Q

E

Q WIDTH

4'-2"

S

LA

B

1/

8"

P E

A K

1/

8"

RIDGELINE

VERTICAL

FACE BELOW

VERTICAL

FACE BELOW

C4.2 PLAN VIEW

LENGTH

4'-6"

VERTICAL

FACE BELOW

VERTICAL

FACE BELOW

W

ID

T H

4' -2

OVERHANG

3"

OVERHANG

3" O V

E R

H A

N G

3"

O V

E R

H A

N G

3"

C4.3 RIGHT VIEW

WIDTH

4'-0 3/8"

S

LA

B

1/

8"

P E

A K

1/

8"

4' -0

/8

3'-8"

OVERHANG

3"

OVERHANG

3"

O V

E R

H A

N G

3"

O V

E R

H A

N G

3"

C4.3 PLAN VIEW

SA & SC RIGHT VIEW

WIDTH

2'-4"

S

LA

B H

E

IG

H T

4"

STONE TYP 1: CAP; SLOPE

1/4" PER FOOT, TYP.

SC1.1 PLAN VIEW

LENGTH

3'-10 1/4"

W

ID

T H

2' -4

O V

E R

H A

N G

2"

O V

E R

H A

N G

2"

VERTICAL

FACE BELOW

ARC LENGTH

3'-6 11/16"

R 178'-0 1/2"

W

ID

T H

2' -4

SA1.1 PLAN VIEW

T Y

P E

S A

1SC1.2 PLAN VIEW

W

ID

T H

2' -4

LENGTH

4'-8 11/16"

SC1.3 PLAN VIEW

W

ID

T H

2' -4

LENGTH

4'-6 3/16"

SC1.4 PLAN VIEW

W

ID

T H

2' -4

LENGTH

4'-10 11/16"

SC1.5 PLAN VIEW

W

ID

T H

2' -4

LENGTH

4'-5"

SC1.6 PLAN VIEW

WIDTH

2'-4"

W

ID

T H

2' -4

LENGTH

3'-10 1/4"

LE

N

G T

H

3' -1

1/

4"

SC2.1 PLAN VIEW

VERTICAL FACE

BELOW, TYP.

2"OVERHANG2"OVERHANG

2" O

V E

R H

A N

G 2"

O V

E R

H A

N G

2" O

V E

R H

A N

G 2"

O V

E R

H A

N G

FIE

LD

V

ERIF

Y A

NGLE

.0

0°

W

ID

T H

2' -4

LENGTH

4'-0 1/4"

W

ID

T H

2' -4

LENGTH

3'-10"

SC1.7 PLAN VIEW

W

ID

T H

2' -4

LENGTH

3'-8"

SC1.8 PLAN VIEW

W

ID

T

H

2' -4

LENGTH

3'-8 1/2"

SC1.9 PLAN VIEW

T Y

P E

C

T Y

P E

C

T Y

P E

C

T Y

P E

S C

1/ S

C

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

O L U

M B

A R

IU

M

R

V T

R J L ie b e lt

.r v t

-0

-1

:4

:5

A

M

CAP PROFILES LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS504

1/2" = 1'-0"

STONE CAP PROFILES

NOTE:

CONTRACTOR MUST FIELD VERIFY ALL

DIMENSIONS AND ANGLES PRIOR TO

SHOP DRAWINGS AND FABRICATION.

Revisions: Date:

BID SUBMITTAL

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction