Bid Drawings Volume 10 of 14_L SECTIONS DETAILS_810CM3033 Gravesite Expansion with FCA Deficiencies at Dayton NC.pdf

STONE TYPE 1: SINGLE-SIDED

STONE CAP

FINISH GRADE

STONE TYPE 1: BASE STONE

PRECAST CONCRETE MARKER

WALL

STONE TYPE 2: ASHLAR

MARBLE MARKER, TYP.

(VA SUPPLIED)

4" HDPE PERFORATED DRAINTILE

ROSETT MARKER BOLT, TYP.

(VA SUPPLIED)

DECORATIVE AGGREGATE

FLOWER STRIP

THICKENED EDGE

CONCRETE PAVEMENT

FREE-DRAINING AGGREGATE/

GRANULAR DRAINAGE BACKFILL

LS301

LS502

TYP

LS301

TYP

TSW

SEE STRUCTURAL

ANCHOR CAP INTO

CAST-IN-PLACE

CONCRETE

STONE TYPE 1:

END COLUMN STONE CAP

STONE TYPE 1:

END COLUMN FULL VENEER

FINISH GRADE

C.I.P. CONCRETE STEM WALL

DECORATIVE AGGREGATE

FLOWER STRIP

THICKENED EDGE

CONCRETE PAVEMENT

FREE-DRAINING AGGREGATE/

GRANULAR DRAINAGE BACKFILL

LS301

TYP

LS502

TYP

TSW

SEE STRUCTURAL

LS503

TYP

STAINLESS STEEL MASONRY TIES, TYP.

FIELD DRILL AT LOCATION AND ANGLE

AS PER STONE CAP MANUFACTURER,

EPOXY STAINLESS PIN IN-PLACE

3/8" SEALANT W/BACKER ROD, CONT.

ALONG CAP JOINT.

CONT. SELF

ADHESIVE EPDM

CAST-IN-PLACE CONCRETE.

STEM WALL, SEE PLANS

STONE TYPE 2: FULL VENEER

PRECAST CONCRETE MARKER

WALL

LS503

TYP

FREE-DRAINING AGGREGATE/

GRANULAR

DRAINAGE BACKFILL

3/8" MORTAR JOINT

DECORATIVE AGGREGATE FLOWER STRIP

THICKENED-EDGE CONCRETE PAVEMENT

DAMP PROOFING HOLD DOWN 3" BELOW

FINISH GRADE; EXTRND DAMP

PROOFING DOWN TO TOP OF FOOTING

PRE-CAST CONCRETE MARKER

WALL

TYPE 1 HORIZONTAL CELL VENT.

SPACED BETWEEN NICHE/NICHE &

NICHE/VENEER JUNCTION

3/8" SEALANT W/BACKER ROD

STONE TYPE 1: BASE STONE;

MORTARED SOLID IN PLACE

1'- 6"

SEALANT

CONTINUOUS TERMINATION BAR

THRU-WALL DRIP EDGE FLASHING

7 5 /8"

TY

P.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN

MOTION, INC.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

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D oc um en ts \1

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R

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6:

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MEMORIAL WALL - SECTIONS DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JD RJL18125

LS301

3/4" = 1'-0"2 MARKER WALL SECTION - TYP.

3/4" = 1'-0"1 MEMORIAL WALL COLUMN SECTION - TYP.

1 1/2" = 1'-0"3 MARKER WALL CAP SETTING SECTION DETAIL, TYP.

3" = 1'-0"4 STONE TYPE 1 AT STEM WALL BASE

Revisions: Date:

LS302

STONE TYPE 1: CAP

STONE TYPE 1:

FULL VENEER

AIR GAP

LS502

SIM.

LS502

SIM.

LS503

T.O.W.

SEE 1/LS102

T.M.L.

SEE 1/LS102

VA

RI

ES

CAST-IN-PLACE CONCRETE

STEM WALL

STAINLESS STEEL

MASONRY TIES, TYP.

LS302

STONE TYPE 1: CAP

LS503

LS502

SIM.

LS503

T.O.W.

SEE 1/LS102

T.M.L.

SEE 1/LS102

T.S.W.

SEE 1/LS102

STONE TYPE 1:

FULL VENEER

AIR GAP

CAST-IN-PLACE CONCRETE

STEM WALL

STAINLESS STEEL

MASONRY TIES, TYP.

LS302

AIR GAP

3' HIGH ORNAMENTAL

FENCE. SEE 5/LS302

LS502

SIM.

T.O.W.

SEE 1/LS102

T.M.L.

SEE 1/LS102

STONE TYPE 1: FULL VENEER

STONE TYPE 1: CAP

CAST-IN-PLACE CONCRETE

STEM WALL

STAINLESS STEEL

MASONRY TIES, TYP.

LS506

LS503

LS506

T.O.W.

SEE 1/LS102

T.M.L.

SEE 1/LS102

T.S.W.

SEE 1/LS102

AIR GAP

ORNAMENTAL

FENCING. SEE 4/LS302

STONE TYPE 1: FULL VENEER

STONE TYPE 1: CAP

CAST-IN-PLACE CONCRETE

STEM WALL

STAINLESS STEEL

MASONRY TIES, TYP.

ORNAMENTAL

FENCING. SEE

1/CS503

NOTE:

SEE 2/CS503 FOR PEDESTRIAN

GATE AND 3/CS VEHICULAR GATE

ESCUTCHEON

PLATE COVER

FILL 4-14" DIA. HOLE WITH NON-SHRINK GROUT,

ENSURING 3/8" SPACING FROM SQ POST ON ALL

SIDES

STONE TYPE 1: CAPBASE PLATE POST & BOLTS CONNECTION

PER MANUFACTURER; BASIS OF DESIGN:

AMERISTAR BASE PLATE POST

STONE TYPE 1: FULL

VENEER, TYP.

WALL POSTS, REINFORCED WITH INTERNAL RIB

STAINLESS STEEL ANCHOR

SET IN PLACE WITH EPOXY

T.O.W.

SEE 1/LS1021"

7"

5/8" 5/8"

STONE TYPE 1: FULL VENEER

STONE TYPE 1: CAP

AIR GAP

T.O.W.

SEE 1/LS102

T.M.L.

SEE 1/LS102

T.S.W.

SEE 1/LS102

LS503

CAST-IN-PLACE CONCRETE

STEM WALL

STAINLESS STEEL

MASONRY TIES, TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN

MOTION, INC.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

\rl ie be lt\

D oc um en ts \1

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C E nt ry

W al l_ R

_R

JL

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8.

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PM

ENTRY WALL - SECTIONS DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JAF RJL18125

LS302

3/4" = 1'-0"1 ENTRY WALL COLUMN SECTION, TYP.

3/4" = 1'-0"2 COLUMN TO STEM WALL CROSS-SECTION, TYP.

3/4" = 1'-0"4 ORNAMENTAL FENCE WALL SECTION ELEVATION, TYP.

3/4" = 1'-0"5 ORNAMENTAL FENCE WALL CROSS-SECTION, TYP.

3" = 1'-0"6 ENLARGEMENT ORNAMENTAL FENCE CAP - TYP.

3/4" = 1'-0"3 ENTRY WALL SECTION ELEVATION - TYP.

Q

CAST-IN-PLACE CONCRETE

STEM WALL

CAST-IN-PLACE CONCRETE MASONRY

LEDGE

CAST-IN-PLACE CONCRETE

COLUMN STEM WALL

CAST-IN-PLACE CONCRETE STEM WALL WING

WALL

STONE TYPE 1: FULL VENEER

STONE TYPE 2: ASHLAR

LIGHT DUTY CONCRETE PAVEMENT

RECESSED STONE COURSING (BELOW)

STONE TYPE 1: BANDING (BEYOND)

DECORATIVE AGGREGATE FLOWER STRIP,

CONTINUOUS

1/2

6" 1'-

3 1 /2"

6" 5 1 /4"

5" 1'-5" 5"

1/2

6" 1'-

3 1 /2"

6"5 1 /4"

6" 1'-7 1/2" 8" 6"

5 1/4" 5 1/4"3/8" TYP.

2'-3"

2'- 3 1

/2"

3'-3 1/2"

2'- 3 1

/2"

D

LIGHT DUTY CONCRETE

PAVEMENT

DECORATIVE AGGREGATE FLOWER

STRIP, CONTINUOUS

STONE TYPE 1: FULL VENEER

CAST-IN-PLACE CONCRETE

MASONRY LEDGE

CAST-IN-PLACE CONCRETE STEM

WALL

CAST-IN-PLACE CONCRETE

COLUMN STEM WALL

STONE TYPE 2: ASHLAR

STONE TYPE 1: BANDING (BEYOND)

RECESSED STONE COURSING

(BELOW)

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

5 1/4"

6" 2'-

3 1 /2"

6" 1/2

5 1 /4"

5" 1'-5" 5"

3/8"TYP.

5" 1'-

5" 5"

1/2

6" 8 1

/2"

8 1/2" 6" 1/2"

3'- 3 1

/2"

3'-3 1/2"

D

STONE TYPE 1: BANDING (BEYOND)

STONE TYPE 2: ASHLAR

STONE TYPE 1: FULL VENEER

DECORATIVE AGGREGATE FLOWER

STRIP, CONTINUOUS

CAST-IN-PLACE CONCRETE STEM

WALL

CAST-IN-PLACE CONCRETE

COLUMN STEM WALL

CAST-IN-PLACE CONCRETE

MASONRY LEDGE

RECESSED STONE

COURSING (BELOW)

LIGHT DUTY CONCRETE

PAVEMENT

5" 1'-11 1/2" 5"

1/2

6" 2'-

3 1 /2"

6"5 1 /4"

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

5 1/4"3/8" TYP.

5" 1'-

5" 5"

8 1 /2"

2"

3'-3 1/2"

3'- 3 1

/2"

B

STONE TYPE 1: FULL

VENEER

STONE TYPE 2: ASHLAR

STONE TYPE 1: BANDING

(BEYOND)

RECESSED STONE

COURSING (BELOW)

CAST-IN-PLACE CONCRETE

MASONRY LEDGE

CAST-IN-PLACE CONCRETE

STEM WALL

CAST-IN-PLACE CONCRETE

COLUMN STEM WALL

DECORATIVE AGGROGATE

FLOWER STRIP

LIGHT DUTY CONCRETE

PAVEMENT

5" 1'-

5" 5"

6" 8 1

/2" 1'-

5" 2"

6"

5 1 /4"

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

5 1 /4"

3/8" TYP.

3'- 3 1

/2"

3'-3 1/2" 2'-

3"

B

RECESSED STONE

COURSING (BELOW)

STONE TYPE 1: BANDING (BEYOND)

STONE TYPE 2: ASHLAR

STONE TYPE 1: FULL VENEER

CAST-IN-PLACE CONCRETE

COLUMN STEM WALL

CAST-IN-PLACE CONCRETE STEM

WALL

CAST-IN-PLACE CONCRETE

MASONRY LEDGE

DECORATIVE AGGREGATE

FLOWER STRIP

LIGHT WEIGHT CONCRETE

PAVEMENT

STONE TYPE 1: BANDING (BEYOND)

STONE TYPE 2: ASHLAR

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

5 1/4" 2" 1'-11 1/2" 2"

5" 1'-

5" 5"

6" 2'-

3 1 /2"

6" 1/2

5 1 /4"

2" 1'-

5" 8 1

/2"

5" 1'-11 1/2" 5"

3/8" TYP.

3'- 3 1

/2"

3'-3 1/2"

P

STONE TYPE 1: FULL VENEER

STONE TYPE 2: ASHLAR

CAST-IN-PLACE CONCRETE

COLUMN STEM WALL

CAST-IN-PLACE CONCRETE STEM

WALL; SEE

DECORATIVE AGGREGATE

FLOWER STRIP

RECESSED STONE COURSING

(BELOW)

CAST-IN-PLACE CONCRETE MASONRY

LEDGE; SEE

CAST-INI-PLACE LIGHT DUTY

CONCRETE PAVEMENT

5" 2'-11" 5"6"

6" 6" 3'-4" 6" 6"

5 1/4" 5 1/4"

6" 1'-

3 1 /2"

6" 1/2

5 1 /4"

3/8" TYP.

2'- 3 1

/2"

5'-4"

3'-9"

6"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN

MOTION, INC.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

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D oc um en ts \1

D N

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8.

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COLUMBARIUM - COLUMN

ENLARGEMENT DETAILS

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JAF RJL18125

LS400

1 1/2" = 1'-0"1a COLUMBARIUM PERIMETER WALL 1 - END COLUMN ENLARGEMENT 1 1/2" = 1'-0"2a COLUMBARIUM PERIMITER WALL 1/2 - OUTSIDE CORNER COLUMN ENLARGEMENT, TYP.

1 1/2" = 1'-0"3a COLUMBARIUM PERIMITER WALL 2/3 & 3/4 - INSIDE CORNER COLUMN ENLARGEMENT, TYP.

1 1/2" = 1'-0"5 COLUMBARIUM PERIMITER WALL 3 - CENTER COLUMN ENLARGEMENT

1 1/2" = 1'-0"4a COLUMBARIUM PERIMITER WALL 2/3 & 3/4 - OUTSIDE CORNER COLUMN ENLARGEMENT, TYP.

1 1/2" = 1'-0"6 COLUMBARIUM DOUBLE WALL - END COLUMN ENLARGEMENT, TYP.

DETAIL 2b IS MIRRORED CONDITION OF DETAIL 2a ABOVE2bDETAIL 1b IS MIRRORED

CONDITION OF DETAIL 1a ABOVE1b DETAIL 3b IS MIRRORED CONDITION OF DETAIL 3a ABOVE3b

DETAIL 4b IS MIRRORED CONDITION OF DETAIL 4a ABOVE4b

BB

STONE TYPE 1: BANDING (BEYOND)

STONE TYPE 2: ASHLAR

STONE TYPE 1: FULL VENEER

DECORATIVE AGGREGATE FLOWER

STRIP, CONTINUOUS

CAST-IN-PLACE CONCRETE STEM

WALL

CAST-IN-PLACE CONCRETE

COLUMN STEM WALL

CAST-IN-PLACE CONCRETE

MASONRY LEDGE

RECESSED STONE

COURSING (BELOW)

LIGHT DUTY CONCRETE

PAVEMENT

PRECAST CONCRETE

MARKER WALL UNIT

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

5 1/4"

6" 2'-

3 1 /2"

6"

5 1 /4"

5 1 /4"

8" 1'-

2 1 /4"

5"

1'- 5 1

/4"

5 1 /4"

7 1 /4"

5 1 /2"

3/8" TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN

MOTION, INC.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

\rl ie be lt\

D oc um en ts \1

D N

C M em or ia l W al l_

R

_R

JL

ie be lt4

8.

rv t

-0

2-

:1

6:

PM

MEMORIAL WALL - COLUMN

ENLARGEMENT DETAILS

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JD RJL18125

LS401

1 1/2" = 1'-0"1 MEMORIAL WALL END COLUMN ENLARGED VIEW

1 5

LS302

A

RECESSED STONE

COURSING (BELOW)

STONE TYPE 1: FULL VENEER

CAST-IN-PLACE CONCRETE

COLUMN STEM WALL

CAST-IN-PLACE CONCRETE

STEM WALL

CAST-IN-PLACE CONCRETE

MASONRY LEDGE

LIGHT DUTY CONCRETE

PAVEMENT

6" 1'-3 1/2"

5 1/4"

6" 2'-

7 1 /2"

6" 5 1 /4"

5 1 /4"

3'- 7 1

/2"

5 1 /4"

6" 1'-

9" 6"

5 1 /4"

5 1 /4"

5 1 /4"

2'- 9"

3/8" TYP.

B

STONE TYPE 1: FULL VENEER

STONE TYPE 1: FULL VENEER

CAST-IN-PLACE

CONCRETE STEM WALL

CAST-IN-PLACE CONCRETE

COLUMN STEM WALL

CAST-IN-PLACE CONCRETE

MASONRY LEDGE

RECESSED STONE

COURSING (BELOW)

LIGHT DUTY CONCRETE

PAVEMENT

6" 2'-

7 1 /2"

6"

5 1 /4"

5 1 /4"

3'- 7 1

/2"

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

2'-3 1/2"

6" 1'-

9" 6"

5 1 /4"

5 1 /4"

2'- 9"

3/8" TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN

MOTION, INC.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

\rl ie be lt\

D oc um en ts \1

D N

C E nt ry

W al l_ R

_R

JL

ie be lt4

8.

rv t

-0 2-

:2 4:

PM

ENTRY WALL - COLUMN

ENLARGEMENT DETAILS

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

12/05/25 Checker Author18125

LS402

1 1/2" = 1'-0"1 ENTRY WALL - END COLUMN ENLARGEMENT, TYP.

1 1/2" = 1'-0"2 ENTRY WALL - CENTER COLUMN ENLARGEMENT, TYP.

SIDE - ELEVATION FRONT - ELEVATION

PRE-CAST COLUMBARIUM NICHE - PROVIDE LIFTING INSERTS,

RE-INFORCING, AND WELD PLATES PER TECHNICAL SPECIFICATIONS

INSTALL 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.)

WELD PLATE, SEE 2/LS500

7'

0"

1'

3"

10 1/2"1 1/2"

1/

2"

1 1/2"

1/

2"

1' - 8"

1'

1/

2"

1'

3"

1/ 2"

2"

2" 7'

0"

1' - 10"

1/

2"

10' 1-1/2" (5HT X 10W) / 9' 1-1/2" (5HT X 9W) / 7' 1-1/2" (5HT X 7W) / 6' 1-1/2" (5HT X 6W) / 5' 1-1/2" (5HT X 5W)

WELD PLATE, SEE

DETAIL (TYP.)

PRE-CAST CONCRETE COLUMBARIUM UNITS - DELEGATED

DESIGN REQUIREMENTS:

1. THE CONTRACTOR SHALL PROVIDE STRUCTURAL

DESIGN OF THE PRE-CAST CONCRETE

COLUMBARIUM UNITS. STRUCTURAL DESIGN SHALL

BE SUBMITTED BY THE CONTRACTOR TO THE

CONTRACTING OFFICER'S REPRESENTATIVE (COR)

AND ENGINEER OF RECORD (EOR) AS A DELEGATED

DESIGN SUBMITTAL. DELEGATED SUBMITTALS SHALL

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 SHALL 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 SHALL 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.

OVERALL COVER

11 1/4"

INSIDE NICHE FACE

10 1/2"

O

VE

R

AL

L C

O

VE

R 1'

3/ 4"

IN

SI

D E

N

IC

H E

FA

C

E 1'

3"

1 1/4"

1/

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

EQ

EQ

EQ EQ

IN

SI

D E

N

IC

H E

BA

C

K 1'

1/ 2"

INSIDE NICHE FACE

10"

ALL EDGES OF THE FRONT,

BACK, AND CORNERS

SHALL 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" DIA. ROSETTE W/ WASHER

TAMPER-PROOF

SCREW

WASHER

CLIP ANGLE ASSEMBLY

WASHER

WASHER &

LOCKWASHER

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

2 1/2" LONG

SPRING CLIP

SPRING CLIPNOTE: ALL HARDWARE TO

BE STAINLESS STEEL

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

SHALL BE A SMOOTH SURFACE

NICHE COVERS W/ PRE-DRILLED

3/8" DIA. HOLES TO ACCEPT

ROSETTE & BOLT

3/4" DIA. WASHER, TYP.

LS500

9 TYP

LS500

8 TYP

3/ 8"

3/ 8"

3/ 4"

3/ 4"

NOTE: ALL HARDWARE TO

BE STAINLESS STEEL

1.

A.

B.

C.

2.

NOTES:

CONTRACTOR IS RESPONSIBLE FOR PROVIDING

STRUCTURAL CALCULATIONS AND DESIGN OF

THE EMBEDDS AS A DELIGATED DESIGN ITEM.

DESIGN AND CALCULATIONS SHALL AT MINIMUM

PROVIDE:

CONNECTIONS TO CAST-IN-PLACE

FOUNDATIONS, BOTTOM AND TOP.

CONNECTIONS OF PRECAST UNITS, BACK TO

BACK AND END TO END.

CONNECTIONS TO NATURAL STONE CAP

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.

STAINLESS STEEL WELD PLATE, RECESSED 1/4"

FROM TOP OF PRECAST UNIT

END COLUMN / STEM WALL,

SEE PLANS FOR ADDITIONAL

INFORMATION, TYP.

STAINLESS STEEL 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

VA

R

IE

S

VA

R

IE

S

VARIES

VARIES

VA

R

IE

S

VARIES

VARIES

VA

RI

ES

PRECAST COLUMBARIUM UNIT

STAINLESS STEEL WELD PLATE

STAINLESS STEEL

EMBEDDED WELD

PLATE, TYP.

VA

RI

ES

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

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

1/

2"

1 1/4"

1/ 2"

3/4" 3/4"

7/1 6" 21

/12 8"

9/6 4"

3/3 2"

R 3/6

4"1/2"

EQ

EQ

THREADED SPRING CLIP

SIDE VIEWPLAN VIEW

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"

1'

3/

4" 3/

4" 3/

4" 1'

1/ 4"

3/ 4"

3/ 4"

LS500

9 TYP

LS500

TYP

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 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) SHALL 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

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

1"

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

3/8" 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 DOCUMENTS

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN

MOTION, INC.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

\rl ie be lt\

D oc um en ts \1

D N

C C ol um ba riu m _R

JL

ie be lt4

8.

rv t

-0 2-

:1 9:

PM

COLUMBARIUM - PRECAST DETAILS DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JAF RJL18125

LS500

3/4" = 1'-0"1 PRECAST COLUMBARIUM NICHE UNIT - 5 HIGH

3" = 1'-0"4 NICHE COVER PLATE (VA PROVIDED) / (CONTRACTOR INSTALLED)

12" = 1'-0"7 COLUMBARIUM FASTENER ASSEMBLY - ISOMETRIC

6" = 1'-0"5 NICHE COVER ATTACHMENT SECTION

1" = 1'-0"2 PRECAST COLUMBARIUM UNIT WELD PLATE DETAILS

12" = 1'-0"9 NICHE COVER MOUNTING BRACKET

3" = 1'-0"3 NICHE COVER PLATE ATTACHMENT1

12" = 1'-0"8 ROSETTE FASTENER DETAIL

6" = 1'-0"6 COLUMBARIUM NICHE JOINT DETAIL

3/8" AT BOARDERS

1/4

MEMORIAL WALL PLAQUE MARKER, SEE

2/LS501

MEMORIAL WALL STAINLESS STEEL

ROSETTE PLATE, SEE 3/LS501

FACE OF MEMORIAL WALL BOARDER

PLAQUES

RECESSED PORTION OF

MEMORIAL WALL BOARDER

SPRING PLATE WITH TAMPER-

PROOF SCREW

ROSETTE, SEE 8/LS500

CENTER POST TO RECEIVE TAMPER-

PROOF ROSETTE PIN

MEMORIAL WALL RIGHT EDGE

ATTACHMENT DETAIL

NOTE:

RIGHT SIDE EDGE IS SHOWN,

LEFT SIDE EDGE IS A MIRROR IMAGE

OVERLAP BETWEEN ROSETTE AND FACE

OF BOARDER PLAQUES

OVERLAP BETWEEN ROSETTE AND

FACE OF MEMORIAL WALL MARKER

PLAQUE

13/16" 1/2" 7/16"

5/16" 3/8" 11/16"

/16

5/8

1 5

/16

2 5 /8"1/8"

TYPE 302 ROSETTE PLATE

HORIZONTAL SLOT FOR CENTER POST SECURED WITH

WASHER AND SCREW AT BACK TO RECEIVE TAMPER-PROOF

ROSETTE PIN

VERTICAL SLOT FOR TAMPER-PROOF SCREW TO SECURE

SPRING PLATE WITH ROSETTE PLATE TO DROP-IN ANCHOR IN

PRECAST MEMORIAL WALL UNIT

RIGHT EDGE ROSETTE PLATE

CL

CL

TYP.

3/4"

TYP.

1 1/2"

TYP.

3/4"

MORTARED IN PLACE BOARDER MEMORIAL WALL PLAQUE

LONG CENTER POST w/(2) CHANNELS TO ALLOW HORIZONTAL

MOVEMENT ONLY IN ROSETTE PLATE SLOT. THREADED THROUGH TO

RECEIVE TAMPER PROOF ROSETTE PIN AND MOUNTING BOLT, TYP.

TAMPER-PROOF ROSETTE PIN, TYP.

TYPE 302 ROSETTE PLATE

SPRING PLATE, TYP.

PLASTIC WASHER, TYP.

TYPE 302 ROSETTE PLATE

MEMORIAL WALL PLAQUE, SEE 8/LS501

ROSETTE w/NEOPRENE WASHER

SHORT CENTER POST w/(2) CHANNELS TO ALLOW HORIZONTAL

MOVEMENT ONLY IN ROSETTE PLATE SLOT. THREADED THROUGH TO

RECEIVE TAMPER PROOF ROSETTE PIN AND MOUNTING BOLT, TYP.

TAMPER-PROOF ANCHORING SCREW

CONTRACTOR TO FIELD DRILL CONCRETE WITH A 3/8" DRILL BIT

TO 1-1/8" DEEP TO RECEIVE THE TAMPER-PROOF SCREW WITH

THREADED INSERT

TAMPER-PROOF POST SCREW, TYP.

CL

CL

CL

3/4" THICK BLANK MEMORIAL WALL MARKER

PROVIDED BY THE VA NCA; INSTALLED BY

THE CONTRACTOR

7 3 /4"

11 1/4"

VA SUPPLIED PLAQUES FIELD CUT AND MORTARED IN PLACE MEMORIAL WALL BORDER PLAQUES

3 3/4" 11 1/4"

3 3/4"

3 1 /2"

3 1 /2"

7 3 /4"

CONTRACTOR TO FIELD DRILL CONCRETE WITH A

3/8" DRILL BIT TO 1-1/8" TO RECIEVE THE SCREW

w/THREADED INSERT

TYPE 302 ROSETTE PLATE

SPRING PLATE

TAMPER-PROOF SCREW

TAMPER-PROOF ROSETTE PIN

ROSETTE w/NEOPRENE WASHER TO MATCH

EXISTING COLUMBARIUM UNIT ROSETTE

CENTER POST w/(2) CHANNELS TO ALLOW HORIZONTAL

MOVEMENT ONLY IN ROSETTE PLATE SLOT. THREADED INTERIOR

TO RECEIVE TAMPER-PROOF ROSETTE PIN

POST SCREW AND WASHER

FACE OF MEMORIAL WALL

BOARDER PLAQUES

ROSETTE, SEE 8/LS500

OVERLAP BETWEEN ROSETTE AND MEMORIAL

WALL BOARDER PLAQUES

CENTER POST TO RECEIVE TAMPER-

PROOF ROSETTE PIN

OVERLAP BETWEEN ROSETTE

AND MEMORIAL WALL MARKER

PLAQUE

RECESSED PORTION OF

MEMORIAL WALL BOARDER

PLAQUES

EDGE OF MEMORIAL WALL

MARKER PLAQUE

ROSETTE PLATE

SPRING PLATE WITH TAMPER-

PROOF SCREW 1/4" TYP.

AT

E

DG

ES

3/8

MEMORIAL WALL TOP EDGE

ATTACHMENT

3 1/4"

3/4

3/4 " 1 1

/2"

CL 1/8

3/8" 1 1/4"

TYPE 302 ROSETTE PLATE

HORIZONTAL SLOT FOR CENTER POST SECURED WITH

WASHER AND SCREW AT BACK TO RECEIVE TAMPER-

PROOF ROSETTE PIN

VERTICAL SLOT FOR TAMPER-PROOF SCREW TO

SECURE SPRING PLATE WITH ROSETTE PLATE TO

DROP-IN ANCHOR IN PRECAST MEMORIAL WALL UNIT

TOP EDGE ROSETTE PLATE

FACE OF MEMORIAL WALL

BOARDER PLAQUES

ROSETTE, SEE 8/LS500

OVERLAP BETWEEN ROSETTE AND

BOARDER PLAQUES

CENTER POST TO RECEIVE TAMPER-

PROOF ROSETTE PIN

OVERLAP BETWEEN ROSETTE

AND MEMORIAL WALL MARKER

PLAQUE

RECESSED PORTION OF MEMORIAL

WALL BOARDER

EDGE OF MEMORIAL WALL

MARKER PLAQUE

ROSETTE PLATE

SPRING PLATE WITH TAMPER-

PROOF SCREW

MEMORIAL WALL BOTTOM EDGE

ATTACHMENT

1/4" TYP.

A T

BO

AR

DE

RS

3/8

3/8

3 1/4"

1" 1 1/8"

1 5 /16

1 1

1/1 6"1/8

1/8

1/2"

CL

TYPE 302 SS ROSETTE PLATE

HORIZONTAL SLOT FOR CENTER POST SECURED WITH

WASHER AND SCREW AT BACK TO RECEIVE TAMPER-

PROOF ROSETTE PIN

VERTICAL SLOT FOR TAMPER-PROOF SCREW TO SECURE

SPRING PLATE WITH ROSETTE PLATE TO DROP-IN ANCHOR IN

PRECAST MEMORIAL WALL UNIT

BOTTOM EDGE ROSETTE PLATE

21' 9-3/4" WIDTH

5'- 6"

H

EI

GH

T

8"

PRECAST MEMORIAL WALL - PROVIDE LIFTING

INSERTS,

RE-INFORCING, AND WELD PLATES PER

TECHNICAL SPECIFICATIONSWELD PLATE; SEE 5/LS501

SIDE - ELEVATION FRONT - ELEVATION

1.

A.

B.

C.

2.

NOTES:

CONTRACTOR IS RESPONSIBLE FOR PROVIDING STRUCTURAL CALCULATIONS AND DESIGN OF

THE EMBEDDS AS A DELIGATED DESIGN ITEM. DESIGN AND CALCULATIONS SHALL AT MINIMUM

PROVIDE:

CONNECTIONS TO CAST-IN-PLACE FOUNDATIONS, BOTTOM AND TOP.

CONNECTIONS OF PRECAST UNITS, BACK TO BACK AND END TO END.

CONNECTIONS TO NATURAL STONE CAP

REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS

EMBEDDED WELD

PLATE, TYP.

WELD PLATE

CAST-IN-PLACE STEM WALL

PRECAST CONCRETE

COLUMBARIUM UNIT, TYP.

EMBEDDED WELD

PLATE, TYP.

WELD PLATE

END COLUMN, SEE PLANS FOR

ADDITIONAL INFORMATION, TYP.

PRECAST

MEMORIAL WALL

WELD PLATE, RECESSED 1/4"

FROM TOP OF PRECAST MEMORIAL

WALL

END COLUMN/ STEM WALL,

SEE PLANS FOR ADDITIONAL

INFORMATION

EMBEDDED WELD PLATE

w/NELSON STUD, TYP.

NATURAL STONE CAP

PLAN VIEW:

BACK TO BACK PRECAST MEMORIAL WALL

TO STEM WALL

PLAN VIEW:

BACK TO BACK PRECAST MEMORIAL

WALL TO END COLUMN

SECTION VIEW:

END COLUMN / STEM WALL CONNECTION

VARIES

VA

R

IE

S

VARIES

PRECAST MEMORIAL WALL

VA

RI

ES

VARIES

VA

RI

ES

VARIES

CONTINUOUS SELF ADHESIVE EPDM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN

MOTION, INC.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

\rl ie be lt\

D oc um en ts \1

D N

C M em or ia l W al l_

R

_R

JL

ie be lt4

8.

rv t

-0

2-

:1

6:

PM

MEMORIAL WALL - PRECAST

DETAILS

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JD RJL18125

LS501

6" = 1'-0"8 MEMORIAL WALL EDGE ATTACHMENT DETAIL, TYP.

12" = 1'-0"4 MEMORIAL WALL PLAQUE MARKER ATTACHMENT SECTION DETAIL

3" = 1'-0"2 MEMORIAL WALL PLAQUE MARKER, TYP.

NOT TO SCALE3 MEMORIAL WALL PLAQUE MARKER ATTACHMENT - ISOMETRIC

6" = 1'-0"6 MEMORIAL WALL TOP EDGE ATTACHMENT DETAIL, TYP.

6" = 1'-0"7 MEMORIAL WALL BOTTOM EDGE ATTACHMENT DETAIL, TYP.

3/4" = 1'-0"1 MEMORIAL WALL PRECAST UNIT

1" = 1'-0"5 PRECAST MEMORIAL WALL WELD PLATE DETAILS

NICHE COVER (VA SUPPLIED;

CONTRACTOR INSTALLED)

PRECAST COLUMBARIUM UNIT

ANCHOR

PRE-CAST 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.

CAST-IN-PLACE STEM WALL

THICKENED EDGE CONCRETE

PAVEMENT

FREE-DRAINING AGGREGATE/

GRANULAR DRAINAGE BACKFILL

WRAP DRAINAGE FILL WITH NON-WOVEN

GEOTEXTILE FABRIC.

OVERLAP @ TOP 6" MIN.

4" HDPE PERFORATED DRAINTILE;

(SEE UTILITY PLAN) UNDERDRAIN SLOPE

@ .5% MIN.

STONE TYPE 1: BASE STONE;

MORTARED SOLID IN PLACE

DAMP PROOFING: EXTEND DOWN TO

COVER TOP OF SPREAD FOOTING

1'- 0"

COMPACTED AGGREGATE BASE

SEE CIVIL

5/

8"

1"

5"

DRIP EDGE FLASHING

SEE SITE PLAN

VARIES

STONE TYPE 1: FULL VENEER

3/8" CONCAVE MORTAR JOINT

SEALANT

CONTINUOUS TERMINATION BAR

MORTAR MESH MINIMUM 18" ABOVE MORTAR

HAUNCH

TYPE 1 CELL VENT AT EACH JOINT (BEYOND)

MORTAR HAUNCH

CONTINUOUS SELF ADHESIVE EPDM

MEMBRANE

3/8" MORTAR JOINT

DECORATIVE AGGREGATE, 6" DEPTH MIN.

THICKENED-EDGE CONCRETE PAVEMENT.

DAMP PROOFING: EXTEND DOWN TO COVER TOP

OF SPREAD FOOTING

1'- 6"

7 5 /8"

TY

P.

5 1/4"

1 5/8"

FREE-DRAINING AGGREGATE/GRANULAR

DRAINAGE BACKFILL

COMPACTED AGGREGATE BASE

SEE CIVIL

STONE TYPE 1: FULL VENEER

3/8" CONCAVE MORTAR JOINT

SEALANT

CONTINUOUS TERMINATION BAR

MORTAR MESH MINIMUM 18" ABOVE MORTAR

HAUNCH

TYPE 1 CELL VENT AT EACH JOINT (BEYOND)

MORTAR HAUNCH

CONTINUOUS THRU WALL FLASHING WITH DRIP

3/8" CONCAVE MORTAR JOINT. TYP.

DAMP PROOFING: EXTEND DOWN TO COVER TOP

OF SPREAD FOOTING

CONTINUOUS SELF ADHESIVE EPDM

MEMBRANE

FINISHED GRADE

3 5 /8"

7 5 /8"

5/

8"

NOTE:

SEE 1/LS513 FOR

STONE SIZES

STONE SIZE B. TYP.

STONE SIZE C. TYP.

STONE SIZE B. TYP.

STONE SIZE A. TYP.

5/

8"

5 1/4"

6"

1'- 6"

1 5/8"

STONE TYPE 2: FULL

VENEER

3/8" CONCAVE

MORTAR JOINT

SEALANT

CONTINUOUS TERMINATION

BAR

MORTAR MESH MINIMUM 18"

ABOVE MORTAR HAUNCH

TYPE 1 CELL VENT, (BEYOND)

AT EACH JOINT

MORTAR HAUNCH

CONTINUOUS THRU

WALL FLASHING

3/8" CONCAVE MORTAR JOINT.

DECORATIVE AGGREGATE, 6"

DEPTH MIN.

THICKENED-EDGE CONCRETE

PAVEMENT

DAMP PROOFING: EXTEND DOWN TO

COVER TOP OF SPREAD FOOTING

COMPACTED AGGREGATE BASE

CONTINUOUS SELF ADHESIVE

EPDM MEMBRANE

5 1/4"

1'- 6"

3/

8"

1 5/8"

NON-WOVEN GEOTEXTILE FABRIC

STONE TYPE 2: ASHLAR

3/8" CONCAVE MORTAR

JOINT

SEALANT

CONTINUOUS TERMINATION BAR

MORTAR MESH MINIMUM 18"

ABOVE MORTAR HAUNCH

TYPE 1 CELL VENT, (BEYOND)

AT EACH JOINT

MORTAR HAUNCH

CONTINUOUS THRU WALL

FLASHING

3/8" MORTAR JOINT

CONTINUOUS SELF ADHESIVE

EPDM MEMBRANE

FINISHED GRADE

DAMP PROOFING: EXTEND DOWN TO

COVER TOP OF SPREAD FOOTING

1 5/8"

1'- 6"

STONE TYPE 1: BANDING

SEE 1/LS513 FOR STONE SIZING

5 9/128"

TY

P.

1'- 0"

STONE TYPE 1: FULL VENEER

3/8" CONCAVE MORTAR JOINT

SEALANT

CONTINUOUS TERMINATION BAR

MORTAR MESH MINIMUM 18" ABOVE

MORTAR HAUNCH

TYPE 1 CELL VENT, (BEYOND) AT

EACH JOINT

MORTAR HAUNCH

CONTINUOUS SELF ADHESIVE EPDM

MEMBRANE

3/8" MORTAR JOINT

THICKENED-EDGE CONCRETE PAVEMENT

DAMP PROOFING: EXTEND DOWN TO

COVER TOP OF SPREAD FOOTING

5 1/4"

1'- 6"

8"

1 5/8"

COMPACTED AGGREGATE BASE

SEE CIVIL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN

MOTION, INC.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

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WALL DETAILS DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JAF RJL18125

LS502

3" = 1'-0"1 NICHE WALL BASE SECTION DETAIL

3" = 1'-0"2 COLUMN BASE AT PAVEMENT SECTION DETAIL

3" = 1'-0"3 COLUMN BASE AT SOFTSCAPE SECTION DETAIL

3" = 1'-0"4 CONNECTOR WALL BASE AT PAVEMENT SECTION DETAIL

3" = 1'-0"5 CONNECTOR WALL BASE AT SOFTSCAPE SECTION DETAIL

3" = 1'-0"6 WING WALL AT PAVEMENT SECTION DETAIL

FIELD DRILL AT LOACTION AND ANGLE AS PER

PRECAST COLUMBARIUM MANUFACTURER, EPOXY

STAINLESS STEEL PIN IN-PLACE

PRECAST NICHE UNITS

TYPE 2 STONE VENEER,

WHERE APPLICABLE

SEE CAP PROFILES AND LAYOUT PLANS

CAP SIZING VARIES BY SETTING CONDITION;

FIELD DRILL AT LOCATION AND ANGLE AS

PER PRECAST COLUMBARIUM

MANUFACTURER, EPOXY STAINLESS PIN

IN-PLACE

PRECAST NICHE UNITS

SEE CAP PROFILES AND LAYOUT PLANS

CAP SIZING VARIES BY SETTING CONDITION;

LS503

4 TYP

LS503

5 TYP

LS503

5 TYP

SINGLE SIDED

DOUBLE SIDED

TYPE 1 CELL VEMT (HORIZONTAL). PLACE AT

EVERY CAP JOINT

CONT. SELF ADHESIVE EPDM MEMBRANE,

HOLD MEMBRANE BACK 1/2" FROM FACE

TYPE 1 CELL VENT (VERTICAL). CELL VENT

SHALL NOT EXTEND PAST STONE VENEER

FACE, SPACE LONGITUDINALLY EVERY 24"-36".

STONE TYPE 1: CAP

3/8" BACKER ROD AND SEALANT

STONE TYPE 2 VENEER

CONT. SELF-ADHESIVE EPDM MEMBRANE,

OVERLAP 3", HOLD BACK 1/2" FROM FACE.

LS503

6 TYP

LS503

6 TYP

1/4" CHAMFER ALL TOP

EDGES, TYP.

STONE TYPE1 : CAP

STONE TYPE1 : CAP

CONTINUOUS SELF

ADHESIVE EPDM

MORTAR & SHIMS AS

NECESSARY

TYPE 1 HORIZONTAL

CELL VENTS; LOCATE

AT EACH CAP JOINT

1/4" CHAMFER ALL

TOP EDGES, TYP.

6-5/8" OVERHANG 6-5/8" OVERHANG

1/4" 1/4

1/4"

1/4

CONTINUOUS SELF

ADHESIVE EPDM

MORTAR & SHIMS AS

NECESSARY

TYPE 1 HORIZONTAL

CELL VENTS; LOCATE

AT EACH CAP JOINT

CONTINOUS 1/2" SEALANT W/

BACKER ROD ALONG CAP SEAM

SINGLE SIDED DOUBLE SIDED

CL

DRIP EDGE

CONTINUOUS

AROUND CAP

1/2" 1"3/8

1/4"

CONTINUOUS 1/2"

SEALANT W/BACKER

ROD ALONG CAP

SEAM

PRECAST NICHE UNITS

CONTINUOUS STAINLESS STEEL

FLASHING

STONE TYPE 1: FULL VENEER

1/2" SEALANT AND BACKER ROD

3/8" SEALANT AND BACKER ROD

6X6X5/16 STAINLESS STEEL ANGLE LINTEL SHELF

3/8" SEALANT AND BACKER ROD

STONE TYPE 1: CAP

CAST-IN-PLACE CONCRETE

STEM WALL

1/2" DIA. SIMPSON TITEN HD SCREW ANCHOR

EMBEDDED IN EPOXY 3-1/4" MIN. 2 SCREW

ANCHORS PER LINTEL MIN.

CONTINUOUS SELF ADHESIVE EPDM

1'- 4"

SE

E

1/L S2

VA

RI

ES

T.O.W.

SEE 1/LS100

STONE TYPE 1: FULL VENEER 3/4"

RECESS COURSING SHALL BE

EXTRUDED TO BE FLUSH WHERE

STONE ABUTS CAP.

FIELD DRILL AT LOCATION AND ANGLE

AS PER STONE CAP MANUFACTURER,

EPOXY STAINLESS PIN IN-PLACE

3/8" SEALANT W/BACKER ROD, CONT.

ALONG CAP JOINT.

CONTINUOUS SELF

ADHESIVE EPDM

CAST-IN-PLACE CONCRETE. STEM

WALL, SEE PLANS

SEE CAP PROFILES AND LAYOUT PLANS

CAP SIZING VARIES BY SETTING CONDITION;

STONE VENEER

LS503

6 TYP

OVERHANG

6 5/8"

T.O.W.

SEE 1/LS100

FIELD DRILL AT LOCATION AND ANGLE

AS PER STONE CAP MANUFACTURER,

EPOXY STAINLESS PIN IN-PLACE

3/8" SEALANT W/BACKER ROD, CONT.

ALONG CAP JOINT.

CONT. SELF

ADHESIVE EPDM

CAST-IN-PLACE CONCRETE.

STEM WALL, SEE PLANS

SEE CAP PROFILES AND LAYOUT PLANS

CAP SIZING VARIES BY SETTING CONDITION;

STONE TYPE 1: FULL VENEER

LS503

6 TYP

OVERHANG

2"

T.O.W.

SEE 1/LS100

3/8"

HORIZONTAL CELL VENT

STONE TYPE 1; STONE

CAP

JOINT SEALANT

BACKER ROD

3/ 8"

TOP OF NICHE UNIT,

MEMORIAL WALL & ENTRY WALL

CONTINUOUS SELF-ADHESIVE

EPDM AND FLASHING

VERT CELL VENT

STONE CAP

JOINT SEALANT

BACKER ROD

TOP OF NICHE/MEMORIAL

WALL UNIT

1/ 2"

1/2"

COLUMN STONE VENEER

PROVIDE SMOOTH SURFACE ON

STONE FACE AT AREA TO RECEIVE

SEALANT & BACKER ROD

M

IN1"

CONTINUOUS SELF-ADHESIVE

EPDM AND FLASHING

3/8" BACKER ROD AND SEALANT

STONE TYPE 1: FULL VENEER

PRECAST NICHE UNIT

PROVIDE SMOOTH

SURFACE ON STONE

FACE AT AREA TO

RECEIVE SEALANT AND

BAKER ROD

MI

N1"

CONTINUOUS STAINLESS

STEEL FLASHING

STONE TYPE 1: FULL

VENEER

1/2" SEALANT AND BACKER ROD

3/8" SEALANT AND

BACKER ROD

3/8" SEALANT AND BACKER ROD

STONE TYPE 1: CAP

CAST-IN-PLACE COLUMN

STEM WALL

CONTINUOUS SELF ADHESIVE EPDM

STAINLESS STEEL

MASONRY TIES, TYP.

STONE TYPE 1: FULL VENEER 3/4"

RECESS COURSING SHALL BE

EXTRUDED TO BE FLUSH WHERE

STONE ABUTS CAP.

T.O.W.

SEE 1/LS100

T.S.W.

SEE 1/LS100

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN

MOTION, INC.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

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PM

CAP SETTING DETAILS DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JAF RJL18125

LS503

1 1/2" = 1'-0"1 NICHE WALL CAP SETTING SECTION DETAIL, TYP

3" = 1'-0"4 CAP SETTING AT VENEER DETAIL, TYP.

3" = 1'-0"5 NICHE UNIT CAP SETTING DETAIL, TYP.

6" = 1'-0"6 CAP DRIP EDGE DETAIL, TYP

3" = 1'-0"10 ANGLE LINTEL SHELF DETAIL, TYP.

1 1/2" = 1'-0"3 COLUMN CAP SETTING, DOUBLE-SLOPE SECTION DETAIL

1 1/2" = 1'-0"2 COLUMN CAP SETTING, SINGLE-SLOPE SECTION DETAIL

6" = 1'-0"7 NATURAL STONE CAP JOINT ELEVATION DETAIL, TYP.

6" = 1'-0"8 NATURAL STONE CAP AT VENEER JOINT ELEVATON DETAIL, TYP.

6" = 1'-0"9 BACKER ROD & SEALANT AT CONCRETE TO STONE DETAIL

3" = 1'-0"11 COLUMN TO C.I.P. CONCRETE DETAIL, TYP.

A8"

LETTERS AND NUMBERS SHALL BE

BRONZE, POST MOUNTED IN EPOXY TO

MATCH EXISTING COLUMBARIA "A"

WALL ID LETTERING

TE

XT

HE

IG

HT

1.

2.

3.

4.

5.

NOTES:

FONT TO MATCH EXISTING COLUMBARIA "A"

ALL CHARACTERS TO BE BRONZE INDICATORS POST MOUNTED IN EPOXY.

SEE ELEVATIONS FOR ROW INDICATOR LOCATIONS.

SEE ADDRESSING PLANS LS140 AND LS 141 FOR COLUMN MARKER AND WALL ID LOCATIONS

INDICATORS TO BE CENTERED ON PLAQUE COVER PLATES, SEE 2LS/504 AND 3/LS504.

A

ROW ID MARKER

FIELD DRILL AND SET BRONZE MARKER, POST

MOUNTED IN EPOXY SET INTO STONE VENEER

TO MATCH EXISTING COLUMBARIA "A"

COLUMN ID MARKER

FIELD DRILL AND SET BRONZE MARKER, POST

MOUNTED IN EPOXY SET INTO STONE CAP TO

MATCH EXISTING COLUMBARIA "A"

2" 2"

2"

BOTTOM OF CAP

COLUMBARIUM NICHE

COVER

FACE OF STONE CAP102"

LS504

1 TYP

EQ EQ

MEMORIAL WALL MARBLE

PLAQUE

FACE OF STONE CAP102"

LS504

1 TYP

EQ EQ MEMORIAL WALL MARBLE

BORDER

CL

CL

6"

6"

4"

4"

R 3"

R 3"

HANDRAIL TO

RETURN AND

CLOSE ON ITSELF

WITH CONTINUOUS

SMOOTH SURFACE

CLOSED LOOP

CONNECTION

R 3"

R 3"

CL

1-1/2" DIA. METAL

POST

3" DIA. STAINLESS STEEL

ESCUTCHEON COVER PLATE

BY MANUFACTURER

CORE DRILLED POST INTO

CONCRETE STEP, 6" MIN.;

NON-SHRINK GROUT PER

MANUFACTURER

RECOMMENDATIONS

2" 1'-0"

3" 5"

LIGHT DUTY CONCRETE

PAVEMENT; SEE 5/CS504

AMENDED TOP SOIL, 2'-0" DEPTH MIN.

6" DEPTH COMPACTED AGGREGATE BASE.

APPROVED COMPACTED SUBGRADE

3" MULCH PLANTING BED, MIN.

PLANTING FABRIC

6"

6"

1 1 /2"

R 1/ 2"

TY

P.CONTROL JOINT

NEW ROOT BARRIER. EXTEND 4'-0" BELOW

FINISHED GRADE.

1A B

C

D

E

EQEQ

CL

NICHE ROW ID MARKER, TYP.

LOCATE NICHE ROW ID'S ON EACH

COLUMN SIDE WALL FACING

COLUMBARIA NICHE UNITS.

CL

CL

CL

CL

CL

CL

WALL ID LETTERING

LOCATE WALL ID ON EACH COLUMN

SIDE WALL FACING COLUMBARIA

NICHE UNITS.

CL

NICHE COLUMN ID

COLUMN IDENTIFICATION NUMBER

POST IS ALIGNED TO CENTER OF

MARBLE NICHE COVER. LOCATION

AS SHOWN ON ADDRESSING PLAN

INTERIOR CORNER COLUMN

3CL

CL

CL

CL

WALL ID LETTERING

LOCATE WALL ID ON EACH

COLUMN SIDE WALL FACING

COLUMBARIA NICHE UNITS.

NICHE COLUMN ID

COLUMN IDENTIFICATION NUMBER POST IS

ALIGNED TO CENTER OF MARBLE NICHE

COVER. LOCATION AS SHOWN ON

ADDRESSING PLAN

CL

WALL ID LETTERING

LOCATE WALL ID ON EACH

COLUMN SIDE WALL

FACING COLUMBARIA

NICHE UNITS.

EQ EQ

EQ EQ

CENTER COLUMN EXTERIOR CORNER AND END COLUMN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN

MOTION, INC.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

\rl ie be lt\

D oc um en ts \1

D N

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COLUMBARIUM - DETAILS DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JAF RJL18125

LS504

1 1/2" = 1'-0"1 COLUMBARIUM AND MEMORIAL WALL LETTERING AND NUMBERING

1 1/2" = 1'-0"2 NICHE COLUMN ID MARKER NUMBERING

1 1/2" = 1'-0"3 MEMORIAL WALL COLUMN ID MARKER NUMBERING

3" = 1'-0"6 STAIRCASE RAILING DETAIL

3" = 1'-0"7 HANDRAIL POST SETTING DETAIL

1 1/2" = 1'-0"8 LANDSCAPE EDGER CURB, TYP.

3/4" = 1'-0"4 COLUMBARIUM INTERIOR CORNER COLUMN ID PLACEMENT DETAIL

3/4" = 1'-0"5 COLUMBARIUM CENTER COLUMNS END COLUMNS AND EXTERIOR CORNERS ID PLACEMENT DETAIL

LS301

MW1

CL

CL

CL

WALL ID LETTERING

LOCATE WALL ID ON EACH COLUMN

SIDE WALL FACING MEMORIAL WALL

COURT INTERIOR.

PLAQUE MARKER WALL COLUMN ID

COLUMN IDENTIFICATION NUMBER

POST IS ALIGNED TO CENTER OF

MARBLE PLAQUE COVER. PLAQUE

ID'S SHALL FACE COURT INTERIOR.

LOCATION AS SHOWN ON

ADDRESSING PLAN

CL

PLAQUE ROW ID MARKER, TYP.

PLAQUE ROW ID'S ON EACH COLUMN SHALL FACE

MEMORIAL WALL PLAQUES

CL

CL

CL

CL

CL

CL

CL

1 3/8" 3 3/4" 1/4" 11 1/4" 1/4"

1 3 /8"

3 1 /2"

1/4

7 3 /4"

1/4

3/4" THICK BORDER STONE

ALL EDGES OF THE

FRONT, BACK, AND

CORNERS SHALL BE

SMOOTH SAWN AND

FINISHED WITH A

CLEAN 1/8" ARIS

(EASED EDGE)

HORIZONTAL

BORDER STONE

MEMORIAL

WALL MARKER

CORNER

BORDER STONE

VERTICAL BORDER STONE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN

MOTION, INC.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

\rl ie be lt\

D oc um en ts \1

D N

C M em or ia l W al l_

R

_R

JL

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8.

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2-

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6:

PM

MEMORIAL WALL - DETAILS DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JD RJL18125

LS505

1" = 1'-0"1 MEMORIAL WALL COLUMN ID PLACEMENT DETAIL

1" = 1'-0"2 MEMORIAL WALL ROW ID PLACEMENT DETAIL

3" = 1'-0"3 MEMORIAL WALL PLAQUE MARKER DETAIL

3/8

2"1"

3'-0"

3/8"

2" 1"

3/8

3/8"

2'-11 1/4"

2'-

5/

8"EQ EQ

EQ

EQ

APPROXIMATE LOCATION

OF VA SEAL PLAQUE SOLID

METAL SETTING NOTCH ON

BACK OF SEAL; PER

MANUFACTURER

ROPE FINISH

CONTINUOUS

MEDIUM PEBBLE FINISH FOR

ALL BACKGROUND AREAS

STONE TYPE 1

ELEVATION

APPROXIMATE LOCATION

OF VA SEAL PLAQUE SOLID

METAL SETTING NOTCH ON

BACK OF SEAL; PER

MANUFACTURER

3'- 0 3

/8"

2" 1"

1"

3/8"

STONE TYPE 1:

CEMETERY ADDRESS

PLAQUE

6" METAL LETTERING

MOUNTED TO PLAQUE

4" METAL LETTERING

MOUNTED TO PLAQUE

4'-11 1/4"3/8"4'-11 1/4"

1 3 /16

8 5

/8" 9 5

/8" 9 1

3/1 6"

CL

CL

CL

ELEVATION

DRILL THROUGH NATURAL STONE (3 INCH

MINIMUM) TO CIP CONCRETE SUBSTRATE AND

FILL WITH MORTAR IMMEDIATELY BEFORE

SETTING SEAL

STONE TYPE 1

MASONRY TIE

NEOPRENE SLEEVE

SOLID METAL PORTION ON BACK OF SEAL. DRILL

AND TAP FOR STUD; 3 LOCATIONS AS INDICATED ON

ELEVATION.

VA SEAL

NATURAL STONE

CAST-IN-PLACE CONCRETE

STEM WALL

STONE TYPE 1: FULL VENEER

MASONRY TIE

1.

2.

3.

4.

NOTES:

SEE SPECIFICATIONS FOR MATERIAL,

WORKMANSHIP, FINISH, COATING, AND

FASTENERS.

VA SEAL IS TO BE SUPPLIED AND

INSTALLED BY THE CONTRACTOR.

VA SEAL: 23-1/4" DIA.

SUBMIT SHOP DRAWINGS.

SECTION

SEALANT & BACKER ROD

SEALANT & BACKER ROD

DRILL THROUGH NATURAL STONE (3 INCH

MINIMUM) TO CIP CONCRETE SUBSTRATE AND

FILL WITH MORTAR IMMEDIATELY BEFORE

SETTING SEAL

NEOPRENE SLEEVE

STONE TYPE 1

DRILL THROUGH NATURAL STONE TO

CIP CONCRETE SUBSTRATE AND FILL

WITH MORTAR IMMEDIATELY BEFORE

SETTING LETTERING

STAND OFF METAL LETTERING, TYP.

3/8" DIA. STAINLESS STEEL THREADED

STUD SCREWED INTO FABRICATED

THREADED SLOTS. POSITION LETTERS

INTO HOLES WHILE MORTAR IS DAMP.

NEOPRENE SLEEVE

STONE TYPE 1: ADDRESSING STONE

CAST-IN-PLACE CONCRETE STEM WALL

SECTION

MASONRY TIE EMBEDDED IN NON-

SHRINK MORTAR

SEALANT & BACKER ROD

1.

2.

NOTES:

SEE SPECIFICATIONS FOR MATERIAL,

WORKMANSHIP, FINISH, COATING, AND

FASTENERS.

SUBMIT SHOP DRAWINGS.

MORTAR MESH IN AIRSPACE, FULL

HEIGHT OF WALL/COLUMN

STONE TYPE 1: FULL

VENEER

CAST-IN-PLACE STEM WALL

ORNAMENTAL FENCE

1'- 6"

CAST-IN-PLACE STEM

WALL SEE STRUCTURAL

MORTAR MESH IN

AIRSPACE FULL HEIGHT

OF WALL/COLUMN

STONE TYPE 1:

FULL VENEER

THICKENED EDGE

CONCRETE

PAVEMENT; SEE

DETAIL 15/CS504

ORNAMENTAL

GATE POST; SEE

CIVIL

1'- 6"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN

MOTION, INC.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

\rl ie be lt\

D oc um en ts \1

D N

C E nt ry

W al l_ R

_R

JL

ie be lt4

8.

rv t

-0 2-

:2 4:

PM

ENTRY WALL - DETAILS DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JAF RJL18125

LS506

1 1/2" = 1'-0"1 ENTRY WALL STONE VA SEAL PLAQUE - EAST WALL

1 1/2" = 1'-0"2 ENTRY WALL STONE CEMETERY SIGN - WEST WALL

3" = 1'-0"3 ENTRY WALL COLUMN ORNAMENTAL FENCE - TYP.

3" = 1'-0"4 ENTRY WALL ORNAMENTAL FENCE - TYP.

C1.1-PLAN

LENGTH

3'-0 9/16"

SL

AB4" PE

AK6"

LENGTH

4'-0 9/16"

C1.2-PLAN

LENGTH

4'-11 5/8"

C1.3-PLAN

LENGTH

5'-2 1/2"

C1.4-PLAN

LENGTH

5'-0 9/16"

C1.5-PLAN

C2.1-PLAN

LENGTH

3'-0 9/16"

SL

AB4" PE

AK6"

C2.2-PLAN

LENGTH

3'-11 5/8"

C2.3-PLAN

LENGTH

4'-11 5/8"

C2.4-PLAN

LENGTH

5'-0 9/16"

C4.1PLAN

C4.1-RIGHT

C4.1-FRONT

SL

AB4"

PE

AK6"

PE

AK6"

SL

AB4"

W

ID

TH

2'-

7 1 /2"

LENGTH

3'-7 1/2"

C4.2-PLAN

C4.2 - FRONT & RIGHT

SL

AB4"

PE

AK6"

W

ID

TH

3'-

7 1 /2"

LENGTH

3'-7 1/2"

C4.3-PLAN

C4.3-RIGHT

C4.3-FRONT

SL

AB4"

PE

AK6"

PE

AK6"

SL

AB4"

W

ID

TH

3'-

7 1 /2"

LENGTH

3'-7 1/2"

C4.4-PLAN

C4.4 - RIGHT

C4.4 - FRONT

SL

AB4"

PE

AK6"

PE

AK6"

SL

AB4"

W

ID

TH

2'-

7 1 /2"

LENGTH

5'-8"

TYPICAL C2 - PROFILE

VERTICAL FACE

BELOW

VERTICAL FACE

BELOW

VERTICAL FACE BELOW

CONTINUOUS

DRIP EDGE

RIDGE

OV

ER

HA

NG

T

YP

2"

OV

ER

HA

NG

T

YP

6 5

/8"

OV

ER

HA

NG

6 5 /8"

OV

ER

HA

NG

6 5 /8"

CONTINUOUS DRIP EDGE

TYPICAL C1 - PROFILE

WIDTH

2'-0"

WIDTH

2'-0"

LENGTH 2

2'-6"

LENGTH 1

2'-6"

169.00°

OVERHANG

2 3/4"

W2.1-PLAN

WIDTH

2'-0"

PE

AK6"

SL

AB4"

CONTINUOUS

DRIP EDGE, TYP.

W2.1-FRONT

WIDTH

2'-0"

W

IDTH

2'-0"

LE

NG

TH

2'- 6"

LENGTH 2

2'-6"

89.00°

W2.2-PLAN

WIDTH

2'-0"

OVERHANG

1'-5 23/32"

OVERHANG

1'-0 7/32"

SL

AB4"

PE

AK6"

W2.2-FRONT

WIDTH

2'-0"

W

IDTH

2'-0"

LE

NG

TH

2'- 6"

LENGTH 2

2'-6"

88.00°

W2.3-PLAN

WIDTH

2'-0"

SL

AB4"

PE

AK6"

W2.3-FRONT W2.4-PLAN

W2.4, W2.5, W2.6, W2.7, W2.8-RIGHT

W

ID

TH

2'-

0"

LENGTH

4'-3 3/4"

VERTICAL FACE

BELOW, TYP.

PE

AK6"

WIDTH

2'-0"

CONTINUOUS

DRIP EDGE

W2.5-PLAN

W

ID

TH

2'- 0"

LENGTH

4'-1"

W3.2-PLAN

W

ID

TH

2'-

0"

LENGTH

4'-7"

W3.1-PLAN

W

ID

TH

2'-

0"

LENGTH

4'-3 1/2"

W3.3-PLAN

LENGTH

4'-4 1/2"

W

ID

TH

2'-

0"

OV

ER

HA

NG

2"

OV

ER

HA

NG

2 3

/4"

OVERHANG

2 3/4"

OVERHANG

2 3/4"

C1.6-PLAN

LENGTH

3'-11 5/8"

C2.5-PLAN

LENGTH

2'-11 5/8"

CONTINUOUS

DRIP EDGE

CONTINUOUS DRIP

EDGE, TYP.

1'-3 1/8" RIDGE

WIDTH

2'-11 5/8"

NOTE:

1.REFER TO LS130 FOR CAP LAYOUT PLANS AND POSITIONING.

2.ALL VISIBLE TYPE C1 STONE CAP FACES SHALL HAVE A

CONTINUOUS DRIP EDGE SET BACK 1".

4'-10 1/4"

NOTE:

1.REFER TO LS130 FOR CAP LAYOUT PLANS AND POSITIONING.

2.ALL VISIBLE TYPE C4 STONE CAP FACES SHALL HAVE A

CONTINUOUS DRIP EDGE SET BACK 1".

NOTE:

1.REFER TO LS130 FOR CAP LAYOUT PLANS AND POSITIONING.

2.ALL VISIBLE TYPE C2 STONE CAP FACES SHALL HAVE A

CONTINUOUS DRIP EDGE SET BACK 1".

1 1/2" RIDGE 2'-11 3/4" RIDGE

NOTE:

1.REFER TO LS130 FOR CAP LAYOUT PLANS AND POSITIONING.

2.ALL VISIBLE TYPE W2 STONE CAP FACES SHALL HAVE A

CONTINUOUS DRIP EDGE SET BACK 1".

OVERHANG

2"

OVERHANG

2 3/4"

OV

ER

HA

NG

2 3 /4"

OV

ER

HA

NG

2"

OV

ER

HA

NG

2 3 /4"

OV

ER

HA

NG

2 3 /4"

OVERHANG

2"

OVERHANG

2" OVERHANG

2 3/4"

OVERHANG

2 3/4"

OV

ER

HA

NG

2 3 /4"

OV

ER

HA

NG

2"

OVERHANG

2"

OV

ER

HA

NG

2 3 /4"

OV

ER

HA

NG

2 3 /4"

OVERHANG

2"

OV

ER

HA

NG

2 3 /4"

OV

ER

HA

NG

2 3 /4"

OVERHANG

2 3/4"

OVERHANG

2 3/4"

OVERHANG

2 3/4"

OVERHANG

2 3/4"

OVERHANG

2 3/4"

OVERHANG2 3/4"

OVERHANG2 3/4"

OVERHANG

3 3/256"

OVERHANG

2 125/256"

OV

ER

HA

NG

2 3 /4"

OV

ER

HA

NG

2 3 /4"

OV

ER

HA

NG

2 3 /4"

OV

ER

HA

NG

2 3 /4"

OVERHANG

2"

OV

ER

HA

NG

2 3 /4"

OV

ER

HA

NG

2 3 /4"

TY

PE

C

TY

PE

C

TY

PE

C

TY

PE

W

TY

PE

W

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN

MOTION, INC.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

\rl ie be lt\

D oc um en ts \1

D N

C C ol um ba riu m _R

JL

ie be lt4

8.

rv t

-0 2-

:1 9:

PM

COLUMBARIUM - CAP PROFILES DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JAF RJL18125

LS510

3/4" = 1'-0"

COLUMBARIUM CAP PROFILES1

2'-7 1/2" WIDTH

M4.1 - PLAN M1.1-PLAN

2'-7 1/4" WIDTH

3'-7 1/2" LENGTH

3'-7 1/2" LENGTH

5'-2 9/16" LENGTH

6" P

EA

K

4" S

LA

B

2" OVERHANG2" OVERHANG

2" OVERHANG 2 3/4"OVERHANG

4" S

LA

B

6" P

EA

K

2'- 7 1

/2" W

ID

TH

2 3/4" OVERHANG 2 3/4" OVERHANG

M1.2-PLAN

O

VE

RH

AN

GE

2"

O

VE

RH

AN

G 2 3

/4"

2 3/4" OVERHANG 2 3/4" OVERHANG

5'-8 5/8" LENGTH

M4.1 - RIGHT M1.1 & M1.2 - PROFILE

M4.1-FRONT

CONTINUOUS

DRIP EDGE, TYP.

CONTINUOUS

DRIP EDGE, TYP.

VERTICAL FACE

BELOW, TYP.

EQ EQ

1'-3 5/8" RIDGE

NOTE:

1.REFER TO LS131 FOR CAP LAYOUT PLANS AND POSITIONING.

2.ALL VISIBLE TYPE M1 AND M4 STONE CAP FACES SHALL HAVE A

CONTINUOUS DRIP EDGE SET BACK 1" FROM FACE.

TY

PE

M

TY

PE

M

2" 2" 2"

2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN

MOTION, INC.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

\rl ie be lt\

D oc um en ts \1

D N

C M em or ia l W al l_

R

_R

JL

ie be lt4

8.

rv t

-0

2-

:1

6:

PM

MEMORIAL WALL - CAP PROFILES DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JD RJL18125

LS511

1" = 1'-0"

MEMORIAL WALL CAP PROFILES1

3'-11 1/2" LENGTH

2'- 7 1

/2" W

ID

TH

LENGTH

2'-1 15/32"

E4.1 - PLAN

E2.1 - PLAN E2.2 - PLAN E2.3 - PLAN E2.4 - PLAN

EQ

EQ

2 3/4" OVERHANG

2 3 /4"

O

VE

RH

AN

G

2 3 /4"

O

VE

RH

AN

G

2 3/4" OVERHANG

2 3/4" OVERHANG 2 3/4" OVERHANG

SL

AB4"

6" P

EA

K

2 3/4" OVERHANG 2 3/4" OVERHANG

2'-7 1/2"

3'-1" WIDTH

2 3/4" OVERHANG 2 3/4" OVERHANG

LENGTH

2'-5 13/16"

TYPICAL E2 CAP

PROFILE

E4 CAP PROFILE - RIGHT

E4 CAP PROFILE - FRONT

1'-2 1/2" RIDGE

VERTICAL FACE BELOW,

TYP.

NOTE:

1.REFER TO LS132 FOR CAP LAYOUT PLANS AND POSITIONING.

2.ALL VISIBLE TYPE E2 STONE CAP FACES SHALL HAVE A

CONTINUOUS DRIP EDGE SET BACK 1".

TY

PE

E

OV

ER

HA

NG

2 3 /4"

OV

ER

HA

NG

2 3 /4"

TY

PE

E

W

ID

TH

3'-

1"

PE

AK6"

SL

AB4"

LENGTH

3'-0 3/8"

E2.5 - PLAN

LENGTH

2'-2 17/32"

E2.6 - PLAN

LENGTH

2'-5 13/16"

LENGTH

2'-1 15/32"

4 1/4" 1 9/16"

4 1 /4" 1 15/16"

4 1 /4"

1 15/16"

4 1 /4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN

MOTION, INC.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

\rl ie be lt\

D oc um en ts \1

D N

C E nt ry

W al l_ R

_R

JL

ie be lt4

8.

rv t

-0 2-

:2 4:

PM

ENTRY WALL - WALL CAP

PROFILES

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JAF RJL18125

LS512

1" = 1'-0"

ENTRY WALL CAP PROFILES1

STONE - A

FACE

BANDING STONE - TYP.

1'-11 5/8"

3 5 /8"

3 5 /8"

4 5/8"

1"

1"

1"

1"

7 5 /8"

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

FRONT RIGHT

STONE - B

5/

8"

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

FRONT RIGHT

STONE - C

3 5 /8"

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

FRONT RIGHT RIGHT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA…