S02_Attachment 7_842CM3027_FYNC_Drawings.pdf

24'-6" 2'-918"

PIER M1

16'-158"

2'-918"

PIER L4

24'-6" 2'-758"

PIER L3

EXISTING 36" REINFORCED

CONCRETE PIPE (RCP) TO

REMAIN

GRADE BEAM OVER

EXISTING PIPE

CI709

CI709

SHELF MC

1236.28

EXISTING GRADE, TYP.

FINISH GRADE, TYP.

TOP OF WALL /

PRECAST NICHES

(TOWL) 1245.46

CONC. JNT., TYP.

CONC.

JNT., TYP.

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

SHELF MB

1236.06

SHELF MA

1235.84 WALL 1 SHELF 3

1235.62

WALL 1 SHELF 2

1235.40

SHELF LC

1235.18

2'-0" 7'-8" 6'-558"

PIER M1 SHELF

1235.84

PIER L4 SHELF

1235.18

3'-4"

PIER L3 SHELF

1235.18

CI709

TOP OF WALL 1

(TOW1) 1238.90

CONC.

JNT., TYP.

SIM. SIM.

ADD NEW DETECTABLE

UNDERGROUND MAGNETIC WARNING

TAPE (BURIED STORM SEWER DRAIN

LINE BELOW) OVER EXISTING PIPE

THE LENGTH OF EXCAVATION.

CONTRACTOR TO PROVIDE

SUBMITTAL FOR APPROVAL.

28'-6" 2'-758"

PIER L2

24'-6" 2'-918"

PIER L1

16'-158"

CI709

CI709

SHELF LB

1234.96

EXISTING GRADE, TYP.

FINISH GRADE, TYP.CONC. JNT., TYP.

SHELF LA

1234.74 WALL 2

SHELF 3

1234.74

4'-4" 4'-4"

PIER L1 SHELF

1234.74

PIER L2 SHELF

1234.96

CI710

WALL 2

SHELF 2

1234.52

TOP OF WALL 2

1238.46

88'-312" 18'-158"

CONC. JNT., TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

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CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

DBH JDB

CI707

COLUMBARIUM ELEVATIONS 6

1/2" = 1'-0"

COLUMBARIUM ELEVATION - HILL AVE 52 0 1' 2'6"

1/2" = 1'-0"

COLUMBARIUM ELEVATION HILL AVE 41 0 1' 2'6"

M

AT

CH

L

IN

E

SE

E

DE

TA

IL

/C I7

M

AT

CH

L

IN

E

SE

E

DE

TA

IL

/C I7

M

AT

CH

L

IN

E

SE

E

TH

IS

S

HE

ET

M

AT

CH

L

IN

E

SE

E

TH

IS

S

HE

ET

1'-8"1'-8"1'-8"

PIER SHELF

TOP OF FOUNDATION

1234.74

2'-0" 2'-0" 15'-6"

FINISH

GRADE, TYP.

EXISTING

GRADE, TYP.WALL 3 SHELF 10

1236.93

BOTTOM OF

FOOTING

(BFL) 1232.34

TOP OF FOOTING

(TFL) SEE STRUCT.

DWGS.

TOP OF PIER

(TOP) 1241.08

CI710

1158"1'-8"1'-8"1'-8"1'-8"1'-8"1'-238"

WALL 3 SHELF 9

1236.71

WALL 3 SHELF 8

1236.49

WALL 3 SHELF 7

1236.28

TOP OF WALL 3

1238.46

WALL 3

SHELF 5

1235.84

WALL 3

SHELF 1

1234.96

WALL 3

SHELF 2

1235.18

WALL 3

SHELF 3

1235.40

WALL 3

SHELF 4

1235.62

WALL 3

SHELF 6

1236.06

17'-6"

BRICK

VENEER

WRAPS

AROUND

WALLS,

TYP.

PLANE OF DEFLECTION

11 2"

FR

O

NT

7' -0

1' -41 2"

T O

1' -3

F

RO

NT

11 2"

F

RO

NT

1'

TO

TYP.

11 2"

F

RO

NT

4"

CONDITION

@ END

2"

(2) RECESSED WELDPLATES AT

EA. JOINT; STAINLESS STEEL, 1/4"

MIN. THICKNESS; PROVIDE SHOP

DRAWINGS

NICHE COVER

ATTACHMENT; SEE

PRE-CAST CONC. COLUMBARIUM

UNIT: UNIT SHALL BE 5 NICHES

HIGH, SEE LAYOUT PLANS FOR

RESPECTIVE DETAILS

1'

TO

TYP.

5 NICHE HIGH CLOSED PRECAST COLUMBARIUM UNIT

8, 9, OR 10 NICHE COLUMNS WIDE

(ELEVATION)

4" JNT.

NICHE JOINT BETWEEN PRECAST

CONC. COLUMBARIUM UNITS;

PROVIDE BACKER ROD AND

SEALANT AT ALL JOINTS (FRONT,

BOTTOM, SIDES, TOP, ETC.);

SEALANT COLOR SHALL BE

APPROVED BY THE COR.

NOTES:

1. ALL EXPOSED CONCRETE (NICHE

FRONTS) SHALL BE GROUND OR

PATCHED SMOOTH; APPLY COLOR COAT

AS SPECIFIED PRIOR TO NICHE COVER

INSTALLATION. PROVIDE SUBMITTAL.

2. RECESS WELD PLATES. SIZE, NUMBER, &

ATTACHMENT LOCATION SHALL BE AS

PER MANUFACTURER'S

RECOMMENDATION. PROVIDE SHOP

DRAWINGS FOR APPROVAL.

3. JOINTS BETWEEN UNITS SHALL BE

SEALED, WITH BACKER ROD AND

SEALANT.

4. VA PROVIDED NICHE COVERS,

CONTRACTOR INSTALLED.

FA

CE

O F

PR

E-

CA

ST

CO

NC

. U

NI

T

CI708

CI708

2" 1'-10"

1' -21 2"

AT

B

AC

K, TY

P. 1'-8" TYP.

11 2"

F

RO

NT

TY

P.

1' -3

F

RO

NT

TY

P.

FIELD DRILL HOLE

FOR 1/2" Ø S.S. PIN

(SEE INSTALLATION

DETAILS), TYP.

1/4"Ø HOLE

CAST-IN-PLACE

(TYP.)

5 NICHE HIGH PRECAST

COLUMBARIUM UNIT

(SECTION)

FIELD DRILL HOLE

FOR 1/2" Ø S.S. PIN

(SEE INSTALLATION

DETAILS), TYP.

RECESSED WELDPLATE;

STAINLESS STEEL, 1/4" MIN.

THICKNESS; ATTACH WITH WELD

PLATES SIDE TO SIDE, REAR TO

STEM WALL AND END TO PIER;

PROVIDE SHOP DRAWINGS.

ALIGN WEB CENTERLINES ON BACK

TO BACK NICHE UNITS. (TYP.)

PRE-CAST CONC. COLUMBARIUM

UNIT (TYP.); (STEEL REINFORCING

NOT SHOWN FOR CLARITY);

CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS FOR APPROVAL WITH

PRECAST AND CAST-IN-PLACE

ATTACHMENTS

1/4"Ø HOLE CAST-IN-PLACE (TYP.)

0'-112"

0'-134"

@ BACK

0'-2"

@ BACK,

TYP.

0'-078"

1'-0"

TO

TYP.0'-112"@

FRONT, TYP.

1' -1

0"

0'-10"

TYP. 0'

-2

1' -8

5 NICHE HIGH PRECAST COLUMBARIUM UNIT

5, 8, OR 10 NICHE WIDE

(PLAN)

BACKER ROD AND SEALANT ALL

JOINTS INSIDE NICHE UNITS, TYP.

NICHE JOINT BETWEEN PRECAST

CONC. COLUMBARIUM UNITS;

*SPACING ACROSS JOINTS SHALL

BE MAINTAINED, TYP.-GRIND ENDS

IF NECESSARY; PROVIDE BACKER

ROD AND SEALANT AT ALL JOINTS

FRONT OF NICHE UNITS SEALANT

COLOR SHALL BE APPROVED BY

THE COR.

FIELD DRILL

HOLES FOR 1/2"

PINS, RECESS AND

EPOXY GROUT

FLUSH WITH

INSIDE. ADD FOG

COAT FOR

UNIFORM

APPEARANCE

INSIDE OF NICHE,

PATCH SHALL NOT

BE VISIBLE, TYP.

0'-1012"@

FRONT

TYP.

90.0°

LAYOUT LINE

CI708

NOTE:

WASHER THICKNESS AS NECESSARY TO ENSURE EDGE OF

ROSETTE DOES NOT TOUCH NICHE COVER WHEN FULLY

TIGHTENED. ROSETTE CAN NOT BE MORE THAN 1/16" AWAY

FROM NICHE COVER WHEN FULLY TIGHTENED.

STAINLESS STEEL ROSETTE (VA STANDARD),

SATIN FINISH, PROVIDE PRODUCT LITERATURE.

1" Ø

3/4" TO 7/8" O.D. WHITE OR CLEAR

NEOPRENE OR SILICONE WASHER

10-24 X 1 3/4" LENGTH STAINLESS

STEEL TAMPER-PROOF BOLT,

(SNAKE-EYE) BUTTON HEAD

FRONT ELEV. SECTION

STAINLESS STEEL

THREADED SPRING-CLIP

TO RECEIVE ROSETTE

BOLT

1 2"

1"

2"

2"

SIDE VIEW

PLAN VIEW

5/16" X 3/4"

SLOTS

4"

11 4"

3/32" THICK STAMPED

STAINLESS STEEL

ANGLE W/ (2) SLOTS

FRONT VIEW

11 2"

C L

4"1

4"

4"

5 16

TYP. CONDITION AT

BOTTOM OF PRECAST

UNIT

1/4" X 1 3/4" S.S. EXPANSION

BOLT, LOCK WASHER & HEX

NUT (TYP.)

1/4" Ø HOLE CAST-IN-PLACE

1/

4"

TY

P.

TYP. CONDITION AT

INTERMEDIATE SHELVES OF

PRECAST UNIT

1/4" X 3" S.S. THREADED ROD,

LOCK WASHER & HEX NUT (TYP.)

PLASTIC SHIMS, TYP.

1/4" Ø HOLE CAST-IN-PLACE (TYP.)

MOUNTING

BRACKET (TYP.)

3/4" Ø NEOPRENE OR

SILICONE WASHER

(TYP.), BEHIND

ROSETTE

ROSETTE & SPANNER

HEAD BOLT (TYP.)

V.A. PROVIDED NICHE

COVERS W/

PRE-DRILLED 3/8" Ø

HOLES TO ACCEPT

ROSETTE & BOLT;

CONTRACTOR

INSTALLED

1"

TYP.

CI708

CI708

TYP. CONDITION AT

TOP OF PRECAST UNIT

RECESSED HOLE

CAST-IN-PLACE TO

ACCOMMODATE CARRIAGE

BOLT FLUSH WITH TOP OF

PRECAST UNIT

S.S. CARRIAGE BOLT, LOCK

WASHER & HEX NUT 1/4" X 1

3/4"

HEAD OF CARRIAGE BOLT

TO BE FLUSH WITH TOP OF

PRECAST

SEE SPECIFICATIONS FOR

REQUIREMENTS FOR ROSETTE

SCREW ATTACHMENT AND

ALIGNMENT IN TOP ROW

1/

4"

TY

P.

SECTION (TOP)

AT NICHE UNITS

TOP WELD PLATE SHALL

BE FLUSH WITH

CONCRETE OR BELOW

CONCRETE SURFACE

TOP OF

NICHE UNIT

(1) 3" X 9" X 1/4" TOP S.S. WELD

PLATE. CONTROLLED WELDING

SHALL BE USED TO PREVENT

OVERHEATING AND CRACKING

OF CONCRETE

2"X6"X1/4" S.S. WELD

PLATE CAST INTO

PRE-CAST UNIT

4" STUBS, MIN.

JOINT BETWEEN

PRE-CAST NICHE

UNITS OR NICHE UNIT

AND CIP STEM WALL

2"X6"X1/4" S.S. WELD

PLATE CAST INTO

PRE-CAST UNIT

3/16" FILLET WELD ALL

AROUND WELD PLATE,

TYP.

SINGLE-SIDED COLUMBARIUM WALL AT PIER

PLAN (TOP)

8"(1) 3"X6"X1/4" S.S.

WELD PLATES CAST

INTO PRECAST NICHE

UNITS, TYP.

(1) 12"X6"X1/4" S.S.

WELD PLATE CAST INTO

CONC. WALL, TYP.

CONCRETE JOINT, TYP.

(1) 4"X3"X1/4" S.S. WELD

TOP PLATE, TYP.

SINGLE-SIDED COLUMBARIUM WALL

PLAN (TOP)

8"

CONC. WALL PRECAST NICHE

UNIT BACK, TYP.

(1) 6"X12"X1/4" S.S. WELD PLATE

CAST INTO CONC. WALL, TYP.

(2) 3"X6"X1/4" S.S. WELD

PLATES CAST INTO

PRECAST NICHE UNITS, TYP.

(1) 3"X9"X1/4" TOP S.S.

WELD PLATE, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

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7.0

.C I70

2.2

5.D W

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CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

DBH JDB

CI708

COLUMBARIUM DETAILS 1

1" = 1'-0"

CLOSED PRECAST COLUMBARIUM NICHE UNIT (8,9, OR 10 NICHE COLUMNS WIDE)2 1'0 6"3"

1/2" = 1'-0"

COLUMBARIUM ELEVATION HILL AVE 61 0 1' 2'6"

M

AT

CH

L

IN

E

SE

E

DE

TA

IL

/C I7

NTS

COLUMBARIUM NICHE COVER ATTACHMENT6

1'-0" = 1'-0"

ROSETTE DETAIL3

1'-0" = 1'-0"

MOUNTING BRACKET4 0 1"

0 1"

NTS

COLUMBARIUM WELD PLATES5

AutoCAD SHX Text

TO

AutoCAD SHX Text

TO

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

TO

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

TO

FINISH GRADE

VARIES, SEE

GRADING PLAN

5 NICHE HIGH PRECAST CONC.

COLUMBARIUM NICHE UNIT (1/2" NOM.

SETTING GAP BETWEEN UNIT AND CIP.

SET UNITS SO FACE TO FACE IS AS

INDICATED.

CI708

CUT INDIANA LIMESTONE CAP

CONTINUOUS DRIP SLOT,

ALL OVERHANGS, TYP.

BACKER ROD & SEALANT 3/8" JOINT ALL AROUND

NICHE UNITS, TYP.

RECESSED S.S. WELD PLATES,

MIN. 2 PER NICHE UNIT, TYP.

TOP OF NICHES

TOP OF WALL

WALL TOP OF

FOUNDATION VARIES

FINISH GRADE

VARIES

1'-33 16" 1'-53

16"

2'-838"

NICHE COVER ATTACHMENT (MOUNTING

BRACKET & ROSETTES), TYP.

PIER (BEYOND), TYP.

GOVERNMENT PROVIDED AND CONTRACTOR

INSPECTED AND INSTALLED MARBLE NICHE

COVER, TYP.

FIELD DRILL HOLE IN COLUMBARIUM NICHE

FLOOR TO ACCEPT 1

2"Ø X 6" TYPE 304 S.S. PIN.

PROVIDE 2 PER PRECAST NICHE UNIT; PATCH

WITH MORTAR, FLUSH ON INSIDE, TYP.

3/8" BACKER ROD & SEALANT JOINT AT TOP,

BOTTOM, & SIDES OF PRECAST NICHES, TYP.

1/2" X 5" 304 S.S. PINS INSTALL NON-SHRINK

GROUT INTO TOP WEB AND LOOSE FIT INTO

CAP, (2) PINS PER CAP, TYP.

1'-713 16" 1'-33

16"

2'-11"

APPLY WATER PROOF MEMBRANE AND

DIMPLE DRAINAGE BOARD BELOW GRADE ON

FOUNDATION AND FOOTING, TYP.

FILTER FABRIC, TYP.

CONC. PAVEMENT W/THICKENED EDGE, TYP.

REINFORCED CONCRETE

FOUNDATION AND FOOTING;

SEE STRUCTURAL DRAWINGS

8"

EPDM MEMBRANE (45 MIL) OVER ENTIRE

TOP OF PRECAST NICHE UNITS & PIERS.

WRAP EXCESS DOWN VERTICAL FACE OF

CIP CONC., TYP.

1'-0"

TYP.

MIN. 2' DEPTH MOISTURE-CONDITIONED

IMPORTED SELECT FILL, SEE GEOTECH

REPORT. COMPACTED IN 8" LIFTS, MIN.

98% ASTM D698 (STANDARD PROCTOR)

5,6,7

CI716

LAYOUT LINE

8"

WALL SHELF

VARIES

GRIND AND PATCH EXPOSED

CONCRETE. FINISH: SACK RUB, TYP.

FLASHING AND DRIP

EDGE, TYP.

6" TY

P.

1' -0

" M

IN

16"

3/8" TYPE N MORTAR JOINT, TYP.

MODULAR BRICK VENEER (3 5/8" X 2 1/4" X

7 5/8"). BASIS OF DESIGN CHEROKEE RED

VELOUR. MATCH EXISTING BRICK AT HILL

AVE. GATE PIERS, TYP.

COMPACTED SUBGRADE

3/8" ROUNDED STONE; MATCH

EXISTING COLUMBARIUM J. STONE

SHALL BE 1/2" BELOW TOP OF

PAVEMENT, TYP.

304 S.S. MASONRY ANCHOR, MAX. 16"

O.C. HORIZONTAL AND VERTICAL, BASIS

OF DESIGN HB DW-10HS, TYP.

CI708

CI708

2" DIA. CAST BRONZE ROW LETTER

IDENTIFICATION MEDALLION, TYP.

PIER SHELF

VARIES (BEYOND)

REINFORCED

CONCRETE MOW

STRIP

6"

CI510

TOP OF

FOOTING

VARIES

BOTTOM OF

FOOTING

VARIES

2' -0

" M

IN

6"

TYP.

DRAINAGE AGGREGATE

BACKFILL WITH 6" DIA. PERF.

FOOTING DRAIN, HOLES DOWN,

W/F.F. SOCK (3 HOLE PERF.

PATERN), TYP. SEE DRAINAGE

PLANS

SE

E

ST

RU

CT

UR

AL

D

RA

W

IN

G

S

AIR CAVITY WITH 1" EXTRUDED POLYMER

MATRIX DRAINAGE MESH HEAT

LAMINATED TO A PERMEABLE FILTER

FABRIC; BAISS OF DESIGN: CAV-AIR-ATOR

1.0 BY KEENE. ATTACH DRAINAGE MESH

TO CIP CONCRETE WALL CORE WITH

ADHESIVE, TYP.

CI714

CI714

2,4

CI716

3" DIA. CAST BRONZE COLUMN

NUMBER MEDALLION

2"

PLASTIC MASONRY SHIMS, TYP.

1'-338"

SEE PLANS

AL

IG

N

16" 613

16"

EQ.

EQ.

CS510

CI714

8"1'-33

16" 1'-33 16"

TOP OF WALL

TOP OF NICHES

PIER SHELF

VARIES

TOP OF PIER

FNDN. VARIES

FINISH GRADE

VARIES

2'-638"

EPDM MEMBRANE (45 MIL) OVER

ENTIRE TOP OF PIERS. WRAP

EXCESS EPDM DOWN VERTICAL

FACES OF CIP PIER CORE.

CUT INDIANA LIMESTONE CAP,

SMOOTH FINISH

CONTINUOUS DRIP SLOT,

ALL OVERHANGS, TYP.

3/8" BACKER ROD &

SEALANT JOINT, TYP.

1/2" X 5" 304 S.S. PINS INSTALLED W/

TYPE N MORTAR. LOOSE FIT INTO

CAP, (2) PINS PER CAP, TYP.

LAYOUT LINE, TYP.

PARTIAL TYPE N MORTAR BED

(BLOBS), TYP.

PLASTIC MASONRY SHIMS, TYP.

REINFORCED CONCRETE PIER CORE;

SEE STRUCTURAL DRAWINGS, TYP.

AIR CAVITY WITH 1" EXTRUDED

POLYMER MATRIX DRAINAGE MESH

HEAT LAMINATED TO A PERMEABLE

FILTER FABRIC; BASIS OF DESIGN:

CAV-AIR-ATOR 1.0 BY KEENE. ATTACH

DRAINAGE MESH TO CIP PIER CORE

WITH ADHESIVE, TYP.

INDIANA LIMESTONE BASE STONE

SMOOTH FINISH, TYP.

8"

FINISH GRADE VARIES, SEE

GRADING PLAN

REINFORCED CONC.

MOW STRIP

6"

CI510

1'-33 16"

EQ.

1'-33 16"

EQ.

3/8" TYPE N MORTAR JOINT, TYP.

MODULAR BRICK VENEER (3 5/8" X 2 1/4" X

7 5/8"). BASIS OF DESIGN CHEROKEE RED

VELOUR. MATCH EXISTING BRICK AT HILL

AVE. GATE PIERS, TYP.

304 S.S. MASONRY ANCHOR, MAX. 16"

O.C. HORIZONTAL AND VERTICAL, BASIS

OF DESIGN HB DW-10HS, TYP.

BRICK VENEER BEYOND, TYP.

3/8" ROUNDED STONE; MATCH

EXISTING COLUMBARIUM J. STONE

SHALL BE 1/2" BELOW TOP OF

PAVEMENT, TYP.

1' -0

" M

IN

2'-15 16" 2'-15

16"

4'-258"

APPLY WATER PROOF

MEMBRANE AND DIMPLE

DRAINAGE BOARD BELOW

GRADE ON FOUNDATION

AND FOOTING, TYP.

REINFORCED CONCRETE

FOUNDATION AND FOOTING;

SEE STRUCTURAL DRAWINGS

1'-0"

TYP.

MIN. 2' DEPTH MOISTURE-CONDITIONED

IMPORTED SELECT FILL, SEE GEOTECH

REPORT. COMPACTED IN 8" LIFTS, MIN.

98% ASTM D698 (STANDARD PROCTOR)

6" TY

P.

COMPACTED SUBGRADE

TOP OF

FOOTING

VARIES

BOTTOM OF

FOOTING

VARIES

2' -0

" M

IN

6"

TYP.

DRAINAGE AGGREGATE

BACKFILL WITH 6" DIA. PERF.

FOOTING DRAIN, HOLES DOWN,

W/F.F. SOCK (3 HOLE PERF.

PATERN), TYP. SEE DRAINAGE

PLANS

SE

E

ST

RU

CT

UR

AL

D

RA

W

IN

G

S

CI712

CI712

CI711

CI711

CI711

CI711

CI712

CI712

CI713

SIM. SIM.

CI713

SIM. SIM.

CI712

SIM.

CI712

CI713

SIM. SIM.

CI713

CI713

SIM. SIM.

CI713

CI714

SIM. SIM.

FLASHING AND DRIP

EDGE, TYP.

CI714 SIM.

CONC. PAVEMENT

W/THICKENED EDGE, TYP.

CS510

BRONZE WALL IDENTIFICATION

PLAQUE, TYP.

CI714

5,6,7

CI716

BOTTOM OF

FENCE PANEL

1238.23

CUT INDIANA LIMESTONE CAP,

SMOOTH FINISH

CONTINUOUS DRIP SLOT,

ALL OVERHANGS, TYP.

3/8" BACKER ROD & SEALANT JOINT,

TYP.

1/2" X 5" 304 S.S. PINS INSTALLED W/ TYPE N

MORTAR. LOOSE FIT INTO CAP, (2) PINS PER

CAP, TYP.

PARTIAL TYPE N MORTAR BED

(BLOBS), TYP.

PLASTIC MASONRY

SHIMS, TYP.

FINISH GRADE

VARIES

LAYOUT LINE, TYP.

AIR CAVITY WITH 1" EXTRUDED

POLYMER MATRIX DRAINAGE

MESH, TYP.

FLASHING AND DRIP

EDGE, TYP.3

CI714

3/8" TYPE N MORTAR JOINT, TYP.

MODULAR BRICK VENEER, TYP.

304 S.S. MASONRY ANCHOR,

MAX. 16" O.C. HOR. & VERT., TYP.

EXISTING 36" CONCRETE REINFORCED PIPE TO

REMAIN. ASSUMED TOP OF PIPE ELEVATION

1234.03, TYP.

FINISH GRADE

VARIES, SEE

GRADING PLAN

REINFORCED

CONCRETE MOW

STRIP

CI510

CONC. PAVEMENT

W/THICKENED EDGE, TYP.

APPLY WATER PROOF MEMBRANE AND DIMPLE

DRAINAGE BOARD BELOW GRADE ON

FOUNDATION AND FOOTING, TYP.

PIER (BEYOND), TYP.

ORNAMENTAL (DECORATIVE)

FENCE. BASIS OF DESIGN:

AMERISTAR ECHELON II

GENESIS 3 RAIL W/ RINGS.

NOM. 8' LONG BY 5' HEIGHT

PANELS WITH 2 1/2" SQ.

POSTS WITH BALL CAP POST

FINIALS. COLOR BLACK.

FENCE PANELS ATTACHED

WITH FLAT-MOUNT

BRACKETS TO POSTS PER

MANUFACTURER'S

RECOMMENDATIONS.

PROVIDE EQUAL LENGTH

PANELS WITHIN EACH FENCE

RUN BETWEEN PIERS. LAST

PANEL IN EACH RUN MAYBE

WITHIN 12" OF EQUAL, TYP.

ASSUMED PIPE

ELEVATION 1230.70

BOTTOM OF GRADE BEAM

(BFGB) SEE STRUCTURAL

WALL SHELF

VARIES

TOP OF FNDN. /

SHELF

TOP OF WALL

3/8" ROUNDED STONE; MATCH EXISTING

COLUMBARIUM J. STONE SHALL BE 1/2"

BELOW TOP OF PAVEMENT, TYP.

1' -0

" M

IN

67 STONE, ASTM D448, TYP.

RECESSED WELD PLATE FOR

CUSTOM FENCE POST ATTACHMENT,

SEE STRUCTURAL, TYP.

16"

1'-6"

8"

8"83

4"

REINFORCED CONCRETE GRADE BEAM WALL

CORE; SEE STRUCTURAL DRAWINGS, TYP.

ADD NEW DETECTABLE UNDERGROUND

MAGNETIC WARNING TAPE (BURIED STORM

SEWER DRAIN LINE BELOW) OVER EXISTING

PIPE THE LENGTH OF EXCAVATION.

CONTRACTOR TO PROVIDE SUBMITTAL FOR

APPROVAL.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

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CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

DBH JDB

CI709

COLUMBARIUM DETAILS 2

1" = 1'-0"

SINGLE SIDED COLUMBARIUM WALL SECTION1 1'0 6"3" 1" = 1'-0"

SINGLE SIDED COLUMBARIUM PIER SECTION2 1'0 6"3" 1" = 1'-0"

GRADE BEAM SECTION3 1'0 6"3"

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

A

BOTTOM OF

FENCE PANEL

1237.79

CUT INDIANA LIMESTONE CAP,

SMOOTH FINISH

CONTINUOUS DRIP SLOT,

ALL OVERHANGS, TYP.

3/8" BACKER ROD & SEALANT JOINT,

TYP.

1/2" X 5" 304 S.S. PINS INSTALLED W/

TYPE N MORTAR. LOOSE FIT INTO CAP,

(2) PINS PER CAP, TYP.

PARTIAL TYPE N MORTAR BED

(BLOBS), TYP.

PLASTIC MASONRY SHIMS, TYP.

FINISH GRADE

VARIES

LAYOUT LINE, TYP.

REINFORCED CONCRETE GRADE BEAM WALL

CORE; SEE STRUCTURAL DRAWINGS, TYP.

AIR CAVITY WITH 1" EXTRUDED

POLYMER MATRIX DRAINAGE

MESH, TYP.

FLASHING AND DRIP EDGE, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

MODULAR BRICK VENEER, TYP.

304 S.S. MASONRY ANCHOR, MAX. 16"

O.C. HOR. & VERT., TYP.

FINISH GRADE

VARIES, SEE

GRADING PLAN

REINFORCED

CONCRETE MOW

STRIP

CI510

CONC. PAVEMENT

W/THICKENED EDGE, TYP.

APPLY WATER PROOF MEMBRANE AND

DIMPLE DRAINAGE BOARD BELOW GRADE

ON FOUNDATION AND FOOTING, TYP.

PIER (BEYOND), TYP.

WALL SHELF

VARIES

TOP OF FNDN. /

SHELF

TOP OF WALL

3/8" ROUNDED STONE; MATCH EXISTING

COLUMBARIUM J. STONE SHALL BE 1/2"

BELOW TOP OF PAVEMENT, TYP.

1' -0

" M

IN

16"

1'-6"

REINFORCED CONCRETE

FOUNDATION AND FOOTING;

SEE STRUCTURAL DRAWINGS

1'-0"

TYP.

MIN. 2' DEPTH MOISTURE-CONDITIONED

IMPORTED SELECT FILL, SEE GEOTECH

REPORT. COMPACTED IN 8" LIFTS, MIN.

98% ASTM D698 (STANDARD PROCTOR)

6" TY

P.

COMPACTED SUBGRADE

TOP OF

FOOTING

VARIES

BOTTOM OF

FOOTING

VARIES

2' -0

" M

IN

6"

MIN.

TYP.

DRAINAGE AGGREGATE

BACKFILL WITH 6" DIA. PERF.

FOOTING DRAIN, HOLES DOWN,

W/F.F. SOCK (3 HOLE PERF.

PATERN), TYP. SEE DRAINAGE

PLANS

SE

E

ST

RU

CT

UR

AL

D

RA

W

IN

G

S

1'-713 16"

8"

4" 45

8"

CI714

RECESSED WELD PLATE FOR

CUSTOM FENCE POST ATTACHMENT,

SEE STRUCTURAL, TYP.

ORNAMENTAL (DECORATIVE)

FENCE. BASIS OF DESIGN:

AMERISTAR ECHELON II

GENESIS 3 RAIL W/ RINGS.

NOM. 8' LONG BY 5' HEIGHT

PANELS WITH 2 1/2" SQ.

POSTS WITH BALL CAP POST

FINIALS. COLOR BLACK.

FENCE PANELS ATTACHED

WITH FLAT-MOUNT

BRACKETS TO POSTS PER

MANUFACTURER'S

RECOMMENDATIONS.

PROVIDE EQUAL LENGTH

PANELS WITHIN EACH FENCE

RUN BETWEEN PIERS. LAST

PANEL IN EACH RUN MAYBE

WITHIN 12" OF EQUAL, TYP.

DRAINAGE AGGREGATE

BACKFILL WITH 6" DIA. PERF.

FOOTING DRAIN, HOLES DOWN,

W/F.F. SOCK (3 HOLE PERF.

PATERN), TYP. SEE DRAINAGE

PLANS

2'-0"

2'-113 16"

REINFORCED CONCRETE

FOUNDATION AND FOOTING;

SEE STRUCTURAL DRAWINGSBOTTOM OF

FOOTING

1'-0"

TYP.

MIN. 2' DEPTH

MOISTURE-CONDITIONED

IMPORTED SELECT FILL, SEE

GEOTECH REPORT

6" TY

P.

COMPACTED SUBGRADE

FINISH GRADE

VARIES, SEE

GRADING PLAN

REINFORCED CONCRETE MOW STRIP13

CI510

SE

E

ST

RU

CT

UR

AL

D

RA

W

IN

G

S

APPLY WATER PROOF

MEMBRANE AND DIMPLE

DRAINAGE BOARD BELOW

GRADE ON FOUNDATION

AND FOOTING, TYP.

TOP OF

FOOTING

PIER SHELF

TOP OF FOUNDATION

AIR CAVITY WITH EXTRUDED POLYMER MATRIX

DRAINAGE MESH HEAT LAMINATED TO A PERMEABLE

FILTER FABRIC; BASIS OF DESIGN: CAV-AIR-ATOR 0.4

BY KEENE. ATTACH DRAINAGE MESH TO CIP

CONCRETE WALL CORE WITH ADHESIVE, TYP.

S.S. TRUSS JOINT REINFORCEMENT

3/16" DIA. WIRE AND CROSS RODS, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

1/2" TYPE N MORTAR JOINT

FLASHING AND DRIP EDGE, TYP.

WEEP VENT, TYP.

CUT INDIANA LIMESTONE CAP, TYP.

CONTINUOUS DRIP SLOT, ALL OVERHANGS, TYP.

BACKER ROD & SEALANT 3/8" JOINT, TYP.

LAYOUT LINE

REINFORCED CMU HALF BLOCK (NOM. 8 X 8 X 8)

GROUT SOLID, SEE STRUCTURAL TYP.

CMU HALF HEIGHT BLOCK (NOM.

8 X 4 X 8) GROUT SOLID, TYP.

WEEP VENT, TYP.

REINFORCED CAST-IN-PLACE

CONCRETE WALL; SEE

STRUCTURAL DRAWINGS

TOP OF PIER

CI710

CI710

CI711

CI711

CI714

6" MIN.

TYP.

5'-0"

LAYOUT POINT, TYP.

2'-0"

2' -0

113 16

.00

TYP.

6" 1'

-6

6" 1'-6"

FACE OF REINF. CONC.

FOUNDATION, SEE

STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

LAYOUT LINE, TYP.

5'-0"

LAYOUT POINT, TYP.

BRICK VENEER, TYP.

FACE OF WALL SHELF, TYP.

CAVITY W/ DRAINAGE

MESH, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

LAYOUT LINE, TYP.

2'-0"

2' -0

113 16

6" 1'

-13 8"

6"

1'-6"

FACE OF REINF. CONC.

FOUNDATION, SEE

STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

45 8"

.00

TYP.

8" 1'-138"

1' -6

REINFORCED CMU HALF BLOCK (NOM. 8 X 8 X 8)

GROUT SOLID, SEE STRUCTURAL TYP.

FACE OF FOUNDATION BELOW, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

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7.0

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2.2

5.D W

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CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

DBH JDB

CI710

COLUMBARIUM DETAILS 3

1" = 1'-0"

RETAINING WALL SECTION1 1'0 6"3" 1" = 1'-0"

TERMINUS PIER SECTION2 1'0 6"3"

1" = 1'-0"

TERMINUS PIER PLAN SECTION 14 1'0 6"3"

1" = 1'-0"

TERMINUS PIER PLAN SECTION 23 1'0 6"3"

5'-0"

LAYOUT POINT, TYP.

FACE OF FOUNDATION BELOW, TYP.

BRICK VENEER, TYP.

FACE OF WALL SHELF, TYP.

CAVITY W/ DRAINAGE

MESH, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

LAYOUT LINE, TYP.

2'-0"

2' -0

113 16

6" 83 4"

6"

1'-6"

FACE OF REINF. CONC.

FOUNDATION, SEE

STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

45 8"

8" 83

4"

1' -6

REINFORCED CMU HALF BLOCK (NOM. 8 X 8 X 8)

GROUT SOLID, SEE STRUCTURAL TYP.

.00

TYP.

8"

45 8"

5'-0"

LAYOUT POINT, TYP.

FACE OF FOUNDATION BELOW, TYP.

BRICK VENEER, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

LAYOUT LINE, TYP.

2'-0"

2' -0

113 16

FACE OF REINF. CONC.

FOUNDATION, SEE

STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

REINFORCED CMU HALF BLOCK (NOM. 8 X 8 X 8)

GROUT SOLID, SEE STRUCTURAL TYP.

90.00°TYP.

STONE CAP

BELOW, TYP.

CAP ARRIS

STONE CAP

ABOVE, TYP.

2'-918"

51 2" 1'

-6

113 16

51 2" 1'

-713 16

1' -3

3 16

1 8"

2' -1

5 16

2' -31 8"

4' -25 8"

FACE OF REINF. CONC.

FOUNDATION, SEE

STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

.00

TYP.

2' -1

1"

LAYOUT LINE, TYP.

EXTEND HORIZONTAL

REINFORCEMENT THROUGH

CONSTRUCTION JOINT, SEE

STRUCTURAL DRAWIGNS, TYP.

EXTEND HORIZONTAL

REINFORCEMENT

THROUGH

CONSTRUCTION

JOINT, SEE

STRUCTURAL

DRAWIGNS, TYP.

2'-918"

51 2" 1'

-6

113 16

1 8"

1' -3

3 16

1' -3

3 16

1 8"

2' -1

5 16

2' -31 8"

4' -25 8"

FACE OF REINF. CONC.

FOUNDATION, SEE

STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

.00

TYP.

1' -13 8"

FACE OF FOUNDATION BELOW, TYP.

BRICK VENEER, TYP.

FACE OF WALL SHELF, TYP.

CAVITY W/ DRAINAGE

MESH, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

EDGE OF CONC. MOW STRIP, TYP. PIER BASE

STONE C (PIER

L4 STONE F)

2' -1

1"

45 8"

LAYOUT LINE, TYP.

EXTEND HORIZONTAL

REINFORCEMENT

THROUGH

CONSTRUCTION

JOINT, SEE

STRUCTURAL

DRAWIGNS, TYP.

2'-918"

51 2" 1'

-6

113 16

51 2" 1'

-3 3 16

1 8"

2' -1

5 16

2' -31 8"

4' -25 8"

FACE OF REINF. CONC.

FOUNDATION, SEE

STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

.00

TYP.

1' -13 8"

FACE OF FOUNDATION BELOW, TYP.

BRICK VENEER, TYP.

FACE OF WALL SHELF, TYP.

CAVITY W/ DRAINAGE

MESH, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

EDGE OF CONC. MOW STRIP, TYP. PIER BASE

STONE BELOW

2' -1

1"

45 8"

LAYOUT LINE, TYP.

1' -3

3 16

2'-918"

51 2" 1'

-6

113 16

51 2" 1'

-3 3 16

1'

-3 3 16

1 8"

FACE OF REINF. CONC.

FOUNDATION, SEE

STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

1' -13 8"

FACE OF FOUNDATION BELOW, TYP.

BRICK VENEER, TYP.

FACE OF WALL SHELF, TYP.

CAVITY W/ DRAINAGE

MESH, TYP.

EDGE OF CONC.

MOW STRIP, TYP.

PIER BASE

STONE BELOW

.00

TYP.

1' -3

3 16

1 8"

8" PIER BASE

STONE, TYP.

2' -1

1"

45 8"

1'-11"

1' -5

45 8"

3/8" TYPE N MORTAR JOINT, TYP.

LAYOUT LINE, TYP.

7-5/8" X 3-1/2" X 1

2" THICK

WEEP VENT FOLDED IN

HALF TO FILL CAVITY.

BASIS OF DESIGN

MORTAR NET SOLUTIONSEDGE OF CONC.

PVMNT., TYP.

EXTEND HORIZONTAL REINFORCEMENT

THROUGH CONSTRUCTION JOINT, SEE

STRUCTURAL DRAWIGNS, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

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7.0

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2.2

5.D W

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CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

DBH JDB

CI711

COLUMBARIUM DETAILS 4

1'0 6"3"1" = 1'-0"

TERMINUS PIER PLAN SECTION 32

1'0 6"3"1" = 1'-0"

TERMINUS PIER PLAN SECTION 41

1'0 6"3"1" = 1'-0"

COLUMBARIUM PIER TYPE L1 (SIM. M1; SIM. MIR. L4) PLAN SECTION 14

1'0 6"3"1" = 1'-0"

COLUMBARIUM PIER TYPE L1 (SIM. M1; SIM. MIR. L4) PLAN SECTION 23

1'0 6"3"1" = 1'-0"

COLUMBARIUM PIER TYPE L1 (SIM. M1; SIM. MIR. L4) PLAN SECTION 36

1'0 6"3"1" = 1'-0"

COLUMBARIUM PIER TYPE L1 (SIM. M1; SIM. MIR. L4) PLAN SECTION 45

2'-918"

51 2" 1'

-6

113 16

51 2" 1'

-3 3 16

1 8"

2' -31 8"

4' -25 8"

FACE OF REINF. CONC.

FOUNDATION (BELOW),

SEE STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

1' -13 8"

FACE OF FOUNDATION BELOW, TYP.

BRICK VENEER, TYP.

FACE OF WALL SHELF, TYP.

CAVITY W/ DRAINAGE

MESH, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

EDGE OF CONC.

MOW STRIP, TYP.

PIER BASE

STONE BELOW

.00

TYP.

1' -3

3 16

1 8"

1' -1

11 2"

8"

PIER BASE STONE A

(PIER L4 STONE E)

2' -1

1"

PRECAST NICHE UNIT

55 16

97 8" 45 8"

1'-10"

1"

1' -5

45 8"

45 8" 83 4"

BACKER ROD

AND SEALANT

JOINT, TYP.

LAYOUT LINE, TYP.

EDGE OF CONC.

PVMNT., TYP.

PIER BASE STONE B

EXTEND HORIZONTAL REINFORCEMENT

THROUGH CONSTRUCTION JOINT, SEE

STRUCTURAL DRAWIGNS, TYP.

2'-918"

1 8"

1' -13 8"

113 16

1' -3

3 16

1 8"

2' -31 8"

4' -25 8"

FACE OF REINF. CONC.

FOUNDATION (BELOW),

SEE STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

FACE OF FOUNDATION BELOW, TYP.

BRICK VENEER, TYP.

FACE OF WALL SHELF, TYP.

CAVITY W/ DRAINAGE

MESH, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

EDGE OF CONC. MOW STRIP, TYP. PIER BASE

STONE

BELOW, TYP.

.00

TYP.

1' -3

3 16

1 8"

1' -1

11 2"

8"

2' -1

1"

PRECAST NICHE UNIT

55 16

97 8" 1'-10"

1"

1' -5

BACKER ROD

AND SEALANT

JOINT, TYP.

STONE CAP

BELOW, TYP.

CAP ARRIS

RECESSED WELD PLATE, TYP.

EDGE OF CONC.

PVMNT., TYP.

ROW ID, TYP.

51 2"

45 8"

LAYOUT LINE, TYP.

.00

TYP.

FACE OF REINF. CONC.

FOUNDATION, SEE

STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

2'-758" 51 2"

1' -713 16

2' -1

5 16

1' -3

3 16

1 8"

2' -1

5 16

4' -25 8"

2' -1

1"

EXTEND HORIZONTAL

REINFORCEMENT THROUGH

CONSTRUCTION JOINT, SEE

STRUCTURAL DRAWIGNS, TYP.

LAYOUT LINE, TYP.

.00

TYP.

FACE OF REINF. CONC.

FOUNDATION, SEE

STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

2'-758"

51 2" 1'

-713 16

2' -1

5 16

1' -3

3 16

1 8"

2' -1

5 16

4' -25 8"

2' -1

1"

FACE OF FOUNDATION BELOW, TYP.

BRICK VENEER, TYP.

FACE OF WALL SHELF, TYP.

CAVITY W/ DRAINAGE

MESH, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

EDGE OF CONC. MOW STRIP, TYP. PIER BASE

STONE D

45 8"

CONC. JOINT, SEE

STRUCTURAL

DRAWINGS, TYP.

1 8"

LAYOUT LINE, TYP.

.00

TYP.

FACE OF REINF. CONC.

FOUNDATION, SEE

STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

2'-758"

51 2" 1'

-713 16

2' -1

5 16

1' -3

3 16

1 8"

2' -1

5 16

4' -25 8"

2' -1

1"

FACE OF FOUNDATION BELOW, TYP.

BRICK VENEER, TYP.

FACE OF WALL SHELF, TYP.

CAVITY W/ DRAINAGE

MESH, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

EDGE OF CONC. MOW STRIP, TYP.

45 8"

CONC. JOINT, SEE

STRUCTURAL

DRAWINGS, TYP.

PIER BASE

STONE BELOW

LAYOUT LINE, TYP.

FACE OF REINF. CONC.

FOUNDATION, SEE

STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

2'-758"

51 2" 1'

-713 16

2' -1

5 16

1' -3

3 16

1 8"

2' -1

5 16

4' -25 8"

2' -1

1"

FACE OF FOUNDATION BELOW, TYP.

BRICK VENEER, TYP.

FACE OF WALL SHELF, TYP.

CAVITY W/ DRAINAGE

MESH, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

EDGE OF CONC. MOW STRIP, TYP. PIER BASE

STONE

BELOW

45 8"

.00

TYP.

7-5/8" X 3-1/2" X 1

2" THICK

WEEP VENT FOLDED IN

HALF TO FILL CAVITY, TYP.

BASIS OF DESIGN

MORTAR NET SOLUTIONS

CONC. JOINT, SEE

STRUCTURAL

DRAWINGS, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

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CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

DBH JDB

CI712

COLUMBARIUM DETAILS 5

1" = 1'-0"

COLUMBARIUM PIER TYPE L2 (SIM. L3, N2, N3, & N4; SIM. MIR. M2 & M3) PLAN SECTION 14

1'0 6"3"1" = 1'-0"

COLUMBARIUM PIER TYPE L1 (SIM. M1; SIM. MIR. L4) PLAN SECTION 61

1'0 6"3"1" = 1'-0"

COLUMBARIUM PIER TYPE L1 (SIM. M1; SIM. MIR. L4) PLAN SECTION 52 1'0 6"3"

1" = 1'-0"

COLUMBARIUM PIER TYPE L2 (SIM. L3, N2, N3, & N4; SIM. MIR. M2 & M3) PLAN SECTION 23 1'0 6"3"

1" = 1'-0"

COLUMBARIUM PIER TYPE L2 (SIM. L3, N2, N3, & N4; SIM. MIR. M2 & M3) PLAN SECTION 36 1'0 6"3"

COLUMBARIUM PIER TYPE L2 (SIM. L3, N2, N3, & N4; SIM. MIR. M2 & M3) PLAN SECTION 45 1'0 6"3"

2' -1

5 16

2' -1

5 16

FACE OF REINF. CONC.

FOUNDATION, SEE

STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

LAYOUT LINE, TYP.

2'-918"

51 2" 1'

-6

113 16

2' -1

5 16

2' -31 8"90

.00

TYP.

4' -25 8"

5'-0"

LAYOUT POINT, TYP.

FACE OF REINF.

CONC. FOUNDATION,

SEE STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

2'-758"

51 2" 1'

-713 16

2' -1

5 16

1' -3

3 16

1 8"

2' -1

5 16

4' -25 8"

2' -1

1"

FACE OF FOUNDATION BELOW, TYP.

FACE OF WALL SHELF, TYP.

CAVITY W/ DRAINAGE

MESH, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

EDGE OF CONC. MOW STRIP, TYP. PIER BASE

STONE

45 8"

BACKER ROD

AND SEALANT

JOINT, TYP.

PRECAST NICHE UNIT, TYP.

LAYOUT LINE, TYP.

FACE OF REINF. CONC.

FOUNDATION (BELOW),

SEE STRUCTURAL

DRAWINGS, TYP.

55 16

97 8"

CONC. JOINT, SEE

STRUCTURAL

DRAWINGS, TYP.

.00

TYP.

PIER BASE

STONE D 1"

1" 1"

BRICK VENEER, TYP.

FACE OF REINF.

CONC.

FOUNDATION, SEE

STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF.

CONC. FOOTING

BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

2'-758"

51 2" 1'

-713 16

2' -1

5 16

1' -3

3 16

1 8"

2' -1

5 16

4' -25 8"

2' -1

1"

FACE OF FOUNDATION BELOW, TYP.

BRICK VENEER, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

EDGE OF CONC. MOW STRIP, TYP. PIER BASE

STONE

45 8"

BACKER ROD

AND SEALANT

JOINT, TYP.

PRECAST NICHE UNIT, TYP.

LAYOUT LINE, TYP.

FACE OF REINF. CONC.

FOUNDATION (BELOW),

SEE STRUCTURAL

DRAWINGS, TYP.

55 16

97 8"

ROW ID, TYP.

RECESSED WELD PLATE, TYP.

CONC. JOINT, SEE

STRUCTURAL

DRAWINGS, TYP.

EDGE OF CONC.

PVMNT., TYP.

.00

TYP.

CAVITY W/ DRAINAGE

MESH, TYP.

FACE OF WALL SHELF, TYP.

1 8"

1' -3

3 16

1' -3

3 16

1 8"

2' -1

5 16

FACE OF REINF. CONC.

FOUNDATION, SEE

STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

.00

TYP.

1' -2

5 16

CAVITY W/ DRAINAGE

MESH, TYP.

3/8" TYPE N MORTAR

JOINT, TYP.

EDGE OF CONC.

MOW STRIP, TYP. PIER BASE

STONE

2' -1

1"

45 8"

LAYOUT LINE, TYP.

EDGE OF CONC.

PVMNT., TYP.

51 2"

7 8"

2' -1

5 16

2'-918"

8"

8"

5'-0"

LAYOUT POINT, TYP.

4' -25 8"

1 8"

1' -3

3 16

1 8"

2' -1

5 16

4' -25 8"

FACE OF REINF.

CONC. FOUNDATION,

SEE STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

1' -2

5 16

FACE OF FOUNDATION BELOW, TYP.

BRICK VENEER, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

EDGE OF CONC.

MOW STRIP, TYP.

PIER BASE STONE H (PIER M4 & N5 STONE A)

2' -1

1"

45 8"

LAYOUT LINE, TYP.

EDGE OF

CONC.

PVMNT.,

TYP.

51 2"

7 8"

2' -1

5 16

2'-918"

8"

.00

TYP.

FACE OF WALL SHELF, TYP.

CAVITY W/ DRAINAGE

MESH, TYP.

7-5/8" X 3-1/2" X 1

2" THICK

WEEP VENT FOLDED IN

HALF TO FILL CAVITY.

BASIS OF DESIGN

MORTAR NET SOLUTIONS

5'-0"

LAYOUT POINT, TYP.

PIER

BASE

STONE,

TYP.

1' -3

3 16

1 8"

1' -3

3 16

1' -3

3 16

1 8"

2' -1

5 16

FACE OF REINF. CONC.

FOUNDATION, SEE

STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

1' -2

5 16

FACE OF FOUNDATION BELOW, TYP.

BRICK VENEER, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

EDGE OF CONC.

MOW STRIP, TYP. PIER BASE

STONE BELOW

2' -1

1"

45 8"

LAYOUT LINE, TYP.

EDGE OF

CONC.

PVMNT.,

TYP.

51 2"

7 8"

2' -1

5 16

2'-918"

8"

.00

TYP.

FACE OF WALL SHELF, TYP.

CAVITY W/ DRAINAGE

MESH, TYP.

FACE OF REINF. CONC.

FOUNDATION (BELOW),

SEE STRUCTURAL

DRAWINGS, TYP.

PRECAST NICHE UNIT

PIER BASE STONE A

(PIER M4 & N5 STONE E)

BACKER ROD

AND SEALANT

JOINT, TYP.

5'-0"

LAYOUT POINT, TYP.

PIER BASE

STONE G

(PIER M4 &

N5 STONE I)

4' -25 8"

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

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7.0

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2.2

5.D W

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CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

DBH JDB

CI713

COLUMBARIUM DETAILS 6

1" = 1'-0"

COLUMBARIUM PIER TYPE N1 (SIM. MIR. M4 & N5) PLAN SECTION 141'0 6"3" 1'0 6"3"1" = 1'-0"

COLUMBARIUM PIER TYPE L2 (SIM. L3, N2, N3, & N4, SIM. MIR. M2 & M3) PLAN SECTION 52

1'0 6"3"1" = 1'-0"

COLUMBARIUM PIER TYPE L2 (SIM. L3, N2, N3, & N4, SIM. MIR. M2 & M3) PLAN SECTION 61 1" = 1'-0"

COLUMBARIUM PIER TYPE N1 (SIM. MIR. M4 & N5) PLAN SECTION 23 1'0 6"3"

1" = 1'-0"

COLUMBARIUM PIER TYPE N1 (SIM. MIR. M4 & N5) PLAN SECTION 36 1'0 6"3"

COLUMBARIUM PIER TYPE N1 (SIM. MIR. M4 & N5) PLAN SECTION 45 1'0 6"3"

1 8"

1 8"

2' -1

5 16

FACE OF REINF. CONC.

FOUNDATION, SEE

STRUCTURAL

DRAWINGS, TYP.

LIMIT OF REINF. CONC.

FOOTING BELOW, SEE

STRUCTRUAL

DRAWINGS, TYP.

1' -2

5 16

FACE OF FOUNDATION BELOW, TYP.

BRICK VENEER, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

EDGE OF CONC.

MOW STRIP, TYP. PIER BASE

STONE BELOW

LAYOUT LINE, TYP.

EDGE OF CONC.

PVMNT., TYP.

51 2"

7 8"

2' -1

5 16

2'-918"

8"

.00

TYP.

FACE OF WALL SHELF, TYP.

CAVITY W/ DRAINAGE

MESH, TYP.

FACE OF REINF. CONC.

FOUNDATION (BELOW),

SEE STRUCTURAL

DRAWINGS, TYP.

PRECAST NICHE UNIT

PIER BASE STONE

BELOW, TYP.

BACKER ROD AND

SEALANT JOINT, TYP.

RECESSED WELD PLATE, TYP.

ROW ID, TYP.

2' -1

1"

45 8"

5'-0"

LAYOUT POINT, TYP.

1' -3

3 16

1' -3

3 16

4' -25 8"

CUSTOM INTEGRAL OPEN-MESH

DRAINAGE MAT (MORTAR NET) W/ WEEP

TABS FACTORY-BONDED TO 40-MIL

THERMOPLASTIC POLYOLEFIN (TPO)

FLASHING, STAINLESS STEEL (SS)

TERMINATION BAR, 14" HT. CORNER

BOOTS (TPO), AND CUSTOM CORNER

S.S. FLASHING, INSTALL PER

MANUFACTURER'S RECOMMENDATIONS,

TYP. BASIS OF DESIGN MORTAR NET

SOLUTIONS, TOTAL FLASH CAVITY WALL

DRAINAGE SOLUTION & COMPLETE

FLASH SYSTEMS.

S.S. DRIP EDGE, TYP.

S.S. TERMINATION BAR, 16 GAUGE,

WITH LIP, TYP.

WATER BLOCK MASTIC AND

SEALANT. BASIS OF DESIGN

BTL-1 SEALANT, TYP.

TYPE N MORTAR, TYP.

3/8" CONCAVE MORTAR JOINT, TYP.

MODULAR BRICK VENEER, TYP.

S.S. MASONRY ANCHOR 16"

O.C. MAX, VERT. & HOR., TYP.

PIER BEYOND, TYP.

AIR CAVITY WITH 1" EXTRUDED POLYMER

MATRIX DRAINAGE MESH HEAT

LAMINATED TO A PERMEABLE FILTER

FABRIC; BAISS OF DESIGN: CAV-AIR-ATOR

1.0 BY KEENE. ATTACH DRAINAGE MESH

TO CIP CONCRETE WALL CORE WITH

ADHESIVE, TYP.

DECORATIVE GRAVEL

(ROUNDED STONE), TYP.

FACE OF CONCRETE

FOUNDATION, SACK RUB

CONCRETE FINISH MINIMUM 6"

BELOW FINISH GRADE, TYP.

FINISH GRADE

COLUMN I.D.

SECTION

CORROSION

RESISTANT

COMPATIBLE METAL

OR BRONZE CASTING

THREADED STUDS

(3/16" X 1 1/2"). SET IN

5/16" DRILLED HOLES

WITH TYPE N

MORTAR

INSTALL FLUSH

AGAINST STONE

8"

8"

CORROSION

RESISTANT

COMPATIBLE METAL

OR BRONZE

CASTING THREADED

STUDS (3/16" X 1

1/2"). SET IN 5/16"

DRILLED HOLES

WITH TYPE N

MORTAR

INSTALL FLUSH

AGAINST BRICK 3

8"

8"

EQ

EQ

ROW I.D.

SECTION

COLUMN I.D.

ELEVATION

Ø3 1 4"

Ø3"

Ø212"

7/8" HT. NUMBERS

CAST WITH BASE;

FONT: OPTIMA

BOLD; CENTERED

ON FIELD

BRIGHT SATIN

FINISH RAISED

AREAS AND

BEVEL, TYP.

CHEMICALLY OXIDIZE

BACKGROUND TO

STATUARY MEDIUM

COLOR PEBBLE,

ANTIQUE FINISH

SOLID BRONZE CAST

OF LEAD-FREE TIN

BRONZE C900300

(NAVY 'G' BRONZE)

THREADED STUD

BEYOND, TYP.

ROW I.D.

ELEVATION

Ø21 8"

Ø2"

Ø134"

7/8" HT. LETTER

CAST WITH BASE;

FONT: OPTIMA

BOLD; CENTERED

ON FIELD

BRIGHT SATIN

FINISH RAISED

AREAS AND

BEVEL, TYP.

CHEMICALLY OXIDIZE

BACKGROUND TO

STATUARY MEDIUM

COLOR PEBBLE,

ANTIQUE FINISH

SOLID BRONZE CAST

OF LEAD-FREE TIN

BRONZE C900300

(NAVY 'G' BRONZE)

NOTE:

ADD CLEAR

PROTECTIVE

EXTERIOR

LACQUER TO ALL

BRONZE

SURFACES PRIOR

TO INSTALLATION.

THREADED STUD

BEYOND, TYP.

1'-334"

1' -03 4"

1"

8"

1 16

TY

P.

1"

8"

1'-1"

1" 3 8"

1 4"

3 8" 1"

ELEVATION

THREADED STUD

BEYOND. LOCATE

STUDS TO BE

CENTERED ON

RUNNING BOND

PATTERN MODULAR

BRICKS, TYP.

8" HT. LETTER CAST

WITH BASE; FONT:

OPTIMA BOLD;

CENTERED ON FIELD

BRIGHT SATIN FINISH

RAISED SURFACES

AND BEVEL, TYP.

CHEMICALLY OXIDIZE

BACKGROUND TO

STATUARY MEDIUM

COLOR PEBBLE,

ANTIQUE FINISH

SOLID BRONZE CAST

OF LEAD-FREE TIN

BRONZE C900300

(NAVY 'G' BRONZE)

NOTE:

ADD CLEAR PROTECTIVE

EXTERIOR LACQUER TO

ALL BRONZE SURFACES

PRIOR TO INSTALLATION.

8" 4" 4"

8" 37

8"

51 4" 51 4"

11 8" 11 8"

25 8" 25 8"

16"

8"

CORROSION

RESISTANT

COMPATIBLE

METAL OR

BRONZE

CASTING

THREADED

STUDS (3/16" X 1

1/2"). SET IN 5/16"

DRILLED HOLES

WITH TYPE N

MORTAR, TYP.

INSTALL FLUSH

AGAINST BRICK

BELOW BRICK

SOLDIER

COURSE

R 3 4 "

TYP.

8"

8"

3 8" 3 8"

1 16 " T

YP

SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.B

A

5 8"

11 2" 75 8"

11 2"

4" 11 2" 35

8"

2'-0"91 8"

2"

2'-918"

11 2"35 8"

11 2" 21 2"

11 2"

8"11

2" 11 2"1'-138"

PLAN SLOPE

ARROW, TYP.

SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.

BA

A

6"

11 2"

2'-918"

3" 1"

71 2"

ELEVATION BELEVATION A

B

71 2"

11 2" 2"

2" 35

8" 4" 11 2"

1058"

SMOOTH

FINISH,

TYP.

SECTION B

B

71 2"

11 2" 2"

8" 4" 11

2"

8"

SMOOTH

FINISH,

TYP.

SECTION A

B

71 2"

11 2" 2"

2" 35

8" 4" 11 2"

1058"

SMOOTH

FINISH,

TYP.

NOTE:

1. ALL CUT STONE ASSEMBLIES: INDIANA

LIMESTONE, COLOR GRAY, SELECT GRADE.

2. ALL EXPOSED TO VIEW STONE FACES TO

HAVE SMOOTH FINISH; SAWN FINISH TOP

AND BOTTOM

B

SMOOTH

FINISH,

TYP.

ELEVATION A

71 2"

11 2" 2"

8" 4"

2"91

8"

SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.

A

A

6"

11 2"

1'-334"

3" 1"

71 2"

ELEVATION B

SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.

B

A

91 8"

35 8" 11 2"

4"

1'-334"

PLAN

SLOPE

ARROW, TYP.

SECTION A

B

71 2"

11 2" 2"

8" 4"

2"91

8"

SMOOTH

FINISH,

TYP.

SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.B

A

91 8" 75 8" 11 2"

8"

2'-918"

35 8"

11 2" 21 2"

2"11

2" 75 8"1'-138"

PLAN SLOPE

ARROW, TYP.

4"

2"

SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.

BA

A

6"

11 2"

2'-918"

3"

1"

71 2"

ELEVATION B

2"

ELEVATION A

B

71 2"

11 2" 2"

8" 4" 11

2"

8"

SMOOTH

FINISH,

TYP.

SECTION B

B

71 2"

11 2" 2"

8" 4"

2"91

8"

SMOOTH

FINISH,

TYP.

SECTION A

B

71 2"

11 2" 2"

8" 4" 11

2"

8"

SMOOTH

FINISH,

TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

G:

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E_

NA

TI

ON

AL

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EM

ET

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LU

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AR

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\20

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\84

2C M3

7.0

.C I70

2.2

5.D W

G

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

DBH JDB

CI714

COLUMBARIUM DETAILS 7

1'0 6"3"1" = 1'-0"

COLUMBARIUM PIER TYPE N1 (SIM. MIR. M4 & N5) PLAN SECTION 51 0 4"1" 2"3" = 1'-0"

FLASHING AND DRIP EDGE SECTION ENLARGEMENT3

2"0 1"3" = 1'-0"

ROW / COLUMN IDENTIFICATION MEDALLIONS2 0 4"1" 2"3" = 1'-0"

WALL IDENTIFICATION PLAQUE4

8"0 4"2"1 1/2" = 1'-0"

PIER BASE STONE TYPE A5

8"0 4"2"1 1/2" = 1'-0"

PIER BASE STONE TYPE B6

8"0 4"2"1 1/2" = 1'-0"

PIER BASE STONE TYPE C7

AutoCAD SHX Text

AutoCAD SHX Text C

N

NOTE:

1. ALL CUT STONE ASSEMBLIES: INDIANA

LIMESTONE, COLOR GRAY, SELECT GRADE.

2. ALL EXPOSED TO VIEW STONE FACES TO

HAVE SMOOTH FINISH; SAWN FINISH TOP

AND BOTTOM

SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.

BA

A

6"

11 2"

2'-758"

3" 1"

71 2"

ELEVATION B

SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.B

A

91 8" 75 8" 11 2"

1'-438"75 8"

2'-758"

35 8"

11 2" 21 2"

2"

8"

1'-138"

PLAN SLOPE

ARROW, TYP.

2"

SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.

BA

A

6"

11 2"

2'-918"

3" 1"

71 2"

ELEVATION B

SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.B

A

2"11

2"35 8"

2'-0" 91 8"

2"

2'-918"

8" 11

2" 11 2"1'-138"

PLAN SLOPE

ARROW, TYP.

5 8"

11 2" 75 8"

11 2"

4" 35 8"

SECTION A

B

71 2"

11 2" 2"

2" 35

8" 4" 11 2"

1058"

SMOOTH

FINISH,

TYP.

SECTION B

B

71 2"

11 2" 2"

8" 4" 11

2"

8"

SMOOTH

FINISH,

TYP.

ELEVATION A

B

71 2"

11 2" 2"

2" 35

8" 4" 11 2"

1058"

SMOOTH

FINISH,

TYP.

ELEVATION A

B

71 2"

11 2" 2"

8" 4" 11

2"

8"

SMOOTH

FINISH,

TYP.

SECTION B

B

71 2"

11 2" 2"

8" 4"

2"91

8"

SMOOTH

FINISH,

TYP.

SECTION A

B

71 2"

11 2" 2"

8" 4" 11

2"

8"

SMOOTH

FINISH,

TYP.

ELEVATION A

B

71 2"

11 2" 2"

8" 4" 11

2"

8"

SMOOTH

FINISH,

TYP.

SECTION B

B

71 2"

11 2" 2"

8" 4"

2"91

8"

SMOOTH

FINISH,

TYP.

SECTION A

B

71 2"

11 2" 2"

8" 4" 11

2"

8"

SMOOTH

FINISH,

TYP.

SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.B

A

91 8" 75 8"

11 2"

8"

2"

35 8"

51 8"

21 2"

2'-918"

2" 75

8"1'-138"

PLAN SLOPE

ARROW, TYP.

4"

2"

SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.

BA

A

6"

11 2"

2'-918"

3"

1"

71 2"

ELEVATION B

2"

ELEVATION A

B

SMOOTH

FINISH,

TYP.

8"

2"

4"

7 8"11 2" 4"

2" 11 2"

71 2"

SECTION A

B

71 2"

11 2" 2"

8" 4"

2"91

8"

SMOOTH

FINISH,

TYP.

B

A

PLAN

91 8"

35 8" 11 2"

4"

2"

2'-618"

2'-458" SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.

SLOPE

ARROW, TYP.

A

A

ELEVATION B

11 2" 2"

1" 5 8"

11 2" 7 8"

71 2"

2'-618"

SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.

SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.

BA

A

6"

11 2"

2'-918"

3" 1"

71 2"

ELEVATION B

SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.B

A

8"

2'-0" 91 8"

2"

2'-918"

8" 11

2" 11 2"1'-138"

PLAN SLOPE

ARROW, TYP.

5 8"

11 2" 75 8"

11 2"

4" 35 8"

SECTION A

B

71 2"

11 2" 2"

2" 35

8" 4" 11 2"

1058"

SMOOTH

FINISH,

TYP.

SECTION B

B

71 2"

11 2" 2"

8" 4" 11

2"

1058"

SMOOTH

FINISH,

TYP.

2"

ELEVATION A

B

71 2"

11 2" 2"

2" 35

8" 4" 11 2"

1058"

SMOOTH

FINISH,

TYP.

ELEVATION A

B

SMOOTH

FINISH,

TYP.

8"

2"

4"

4" 2"

11 2" 71 2"

SECTION A

B

71 2"

11 2" 2"

8" 4"

2"

8"

SMOOTH

FINISH,

TYP.

B

A

PLAN

91 8"

35 8" 11 2"

4"

2'-458" SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.

SLOPE

ARROW, TYP.

A

A

ELEVATION B

11 2" 2"

1" 3"

71 2"

2'-458"

SAWN BLANK

EDGE, TYP.

SMOOTH

FINISH, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

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CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

DBH JDB

CI715

COLUMBARIUM DETAILS 8

8"0 4"2"1 1/2" = 1'-0"

PIER BASE STONE TYPE D1

8"0 4"2"1 1/2" = 1'-0"

PIER BASE STONE TYPE E2

8"0 4"2"1 1/2" = 1'-0"

PIER BASE STONE TYPE F3

1 1/2" = 1'-0"

PIER BASE STONE TYPE G4 8"0 4"2"

1 1/2" = 1'-0"

PIER BASE STONE TYPE H5 8"0 4"2"

1 1/2" = 1'-0"

PIER BASE STONE TYPE I6 8"0 4"2"

LIMESTONE, COLOR GRAY, SELECT GRADE.

2. ALL EXPOSED TO VIEW STONE FACES TO

HAVE SMOOTH FINISH; SAWN FINISH TOP

AND BOTTOM

BACKER ROD & SEALANT; CONTINUOUS AT

ALL EXPOSED JOINTS. SEALANT DEPTH

SHALL BE PER MANUFACTURER'S

RECOMMENDATIONS, TYP.

3/ 8"

3/

PLASTIC SHIMS; 4 LOCATIONS EACH

CAP. SHIMS SET A MINIMUM OF 3/4"

FROM EXPOSED EDGE OF PRECAST

NICHE UNIT

SURFACE OF CAULK TO BE CONCAVE

ENSURE CLEAN STRAIGHT LINE. RECOMMEND

USE OF PAINTERS TAPE 1/16" FROM EDGE AS A

TEMPORARY GUIDE. (USE AS RECOMMENDED BY

MANUFACTURER)

0'-3/4"

TAPE

TAPE

EXPOSED

EDGE OF

PRECAST

UNIT

EPDM 45 MIL. MEMBRANE OVER ENTIRE TOP

OF PRECAST UNITS AND PIERS. MAINTAIN

1/4" FROM EXPOSED EDGE OF PRECAST UNIT

WALL LAYOUT LINE

BACKER ROD & SEALANT; CONTINUOUS AT

ALL EXPOSED JOINTS, SEALANT JOINT

DEPTH SHALL BE PER MANUFACTURER'S

RECOMMENDATIONS, TYP.

PLASTIC SHIMS; 4 LOCATIONS EACH CAP.

CENTER SHIMS OVER PRECAST NICHE

UNITS VERTICAL WEBS.

FACE OF CAP

FACE OF PIER BEYOND

PRECAST COLUMBARIUM

NICHE UNIT

FIELD-DRILLED HOLE TO

ACCEPT S.S. PINS

(AFTER CAPS ARE SET);

(2) PINS PER CAP; PIN IS

LOOSE-FIT IN CAP; PLUG

HOLE END W/ HYDRAULIC

CEMENT, FLUSH

W/PRECAST NICHE UNIT

SURFACE. HOLES SHALL

BE NOT GREATER THAN

1/8" IN DIAMETER THAN

PIN. COAT INSIDE OF

NICHE WITH

CEMENTITIOUS COATING

FOR UNIFORM

APPEARANCE (BASIS OF

DESIGN ALLEGRO II).

RECESSED S.S. WELD PLATES

EPDM MEMBRANE (45 MIL)

OVER ENTIRE TOP OF PRECAST

NICHE UNITS & PIERS, TYP.

NICHE COVER

ATTACHMENT, TYP.

CONTINUOUS DRIP SLOT

RECESSED WELD PLATES, TYP.

TOP OF PRE-CAST

COLUMBARIUM NICHE UNIT,

TYP.

NICHE COVER; PROTECT FROM

CONSTRUCTION, TYP.

CAP SHIMS (4) FOUR MIN. PER

CAP, TYP.

CAP ABOVE, TYP.

VERTICAL COLUMBARIUM

UNIT JOINT, TYP.

3/8" BACKER ROD AND SEALANT

CAP JOINT ABOVE, CENTERED

ON OF NICHE WEBBING, TYP.

NICHE WEBBING BELOW, TYP.

NOTES:

THOROUGHLY CLEAN TOP OF

PRECAST NICHE UNITS.

PROVIDE SHIMS AND MORTAR

AT MAXIMUM SPACING SHOWN

REGARDLESS OF WHETHER

THE SUBSTRATE BELOW IS

PRECAST NICHE OR PIERS

EPDM MEMBRANE (45 MIL)

OVER ENTIRE TOP OF

PRECAST UNITS & PIERS.

EXCESS MATERIAL AT CIP

CONCRETE TO EXTEND DOWN

VERTICAL SURFACES. TRIM

EPDM MEMBRANE 1/4" AWAY

FROM VERTICAL FACE OF

EXPOSED PRECAST NICHE

UNIT, TYP.

TWO (2) PINS PER CAP. FIELD

DRILLED HOLE TO RECEIVE

S.S. PIN (PINS THROUGH

PRECAST NICHE UNITS

DRILLED AFTER CAPS HAVE

BEEN SET); TYP.

SEALANT JOINT WITH

BACKER ROD BETWEEN

PRECAST NICHE UNITS

AND CIP CONC CORE, TYP.

BLOB OF TYPE N MORTAR TO

PROVIDE INTERMEDIATE

SUPPORT OF CAPS BETWEEN

SHIMS; LOCATED ABOVE

VERTICAL WEB OF PRECAST

UNIT BELOW; MAXIMUM

SPACING OF CAP SUPPORT

(SHIMS OR MORTAR) SHALL BE

1'-0" MAX.

10" TYP.

EDGE OF PAVEMENT

FACE OF CONCRETE

FOUNDATION BELOW

13 4" M

AX

TY

P.

3"

CLR.

MIN.

3/8"

3 8"

O F

NI

CH

E W

EB

CAP

3/4" WIDE SAWN-CUT

WEEP VENT CENTERED ON

CAP JOINT ENSURE CLEAN

STRAIGHT EDGES PER

APPROVED MOCKUP.

BACKER ROD AND SEALANT

AT ALL EXPOSED JOINT, TYP.

BEHIND WEEP VENT, PLASTIC SHIMS; 4

LOCATIONS EACH CAP MIN.; ALL SHIMS TO

OCCUR OVER FULL, UNJOINTED PRECAST

COLUMBARIUM WEB CAULK CONTINUOUS

UP TO WEEP VENT,

TYP.

PRECAST COLUMBARIUM

VERTICAL WEB

ENSURE CLEAN STRAIGHT LINE.

RECOMMEND USE OF PAINTERS TAPE

1/16" AS A TEMPORARY GUIDE (USE AS

RECOMMENDED BY MANUFACTURER)SURFACE OF

CAULK TO BE

FLUSH

BACKER ROD AT

CAP OVERHANG

NICHE COVER ATTACHMENT

ALIGN CENTER LINE OF CAP JOINT WITH

CENTER LINE OF PRE-CAST CONC.

COLUMBARIUM UNIT NICHE WEB OR ALLIGN

CENTER LINE OF CAP JOINT WITH CENTER LINE

OF COLUMBARIUM UNIT NICHE JOINT.

TAPE, TYP.

TEMP. PAINTER'S TAPE TO CREATE

UNIFORM JOINT APPEARANCE

NOTES:

1. ALIGN VERTICAL JOINTS WITH VERTICAL CAP STONE JOINTS. JOINTS SHALL BE CENTERED ON CENTERLINE

OF NICHE WEB. WEEP VENTS SHALL BE PLACED AT EACH VERTICAL CAP JOINT.

2. ALL JOINTS SHALL BE CLEAN & PRIMED PRIOR TO APPLYING SEALANT. APPLY APPROVED JOINT PRIMER

IMMEDIATELY PRIOR TO SEALANT APPLICATION FOLLOWING CLEANING WHICH IS TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DEPTH OF SEALANT SHALL BE EQUAL TO WIDTH OF JOINT

±1/16" TYP. MANUFACTURER'S RECOMMENDATIONS GOVERN. BACKER ROD NOT MEETING THIS

TOLERANCE SHALL BE REMOVED AND RESET BEFORE APPLYING SEALANT.

EPDM MEMBRANE (45

MIL) OVER ENTIRE

TOP OF PRECAST

UNITS & PIERS

CI716

C L

CL

16"

4'-09 16"

2' -313 16

2'

-313 16

4' -75 8"

2' -0

2'

-0

WASH

W

AS

H W

AS

H

W

AS

H W

AS

H

ARRIS

LINE, TYP.

CONTINUOUS

DRIP SLOT,

TYP.

EDGE OF CAP

BELOW, TYP.

CI716

3'-358"

2' -0

2'

-0

4' -0

W

AS

H W

AS

H

CI716

2'-1158"

ARRIS

LINE, TYP.

CONTINUOUS

DRIP SLOT,

TYP.

EDGE OF CAP

BELOW, TYP.

2' -0

2'

-0

4' -0

W

AS

H W

AS

H

CI716

4'-09 16"

ARRIS

LINE, TYP.

CONTINUOUS

DRIP SLOT,

TYP.

EDGE OF CAP

BELOW, TYP.

2' -0

2'

-0

4' -0

313 16

2' -313 16

2'

-313 16

4' -75 8"

16"

1'-713 16" 1'-713

16"

16"

W

AS

H W

AS

H

CI716

3'-358"

4'-912"

W

AS

H W

AS

H

W

AS

H W

AS

H

ARRIS

LINE, TYP.

CONTINUOUS

DRIP SLOT,

TYP.

EDGE OF CAP

BELOW, TYP.

2' -0

2'

-0

4' -0

W

AS

H W

AS

H

CI716

ARRIS

LINE, TYP.

CONTINUOUS

DRIP SLOT,

TYP.

EDGE OF CAP

BELOW, TYP.

3'-1158"

2' -0

2'

-0

4' -0

W

AS

H W

AS

H

CI716

ARRIS

LINE, TYP.

CONTINUOUS

DRIP SLOT,

TYP.

EDGE OF CAP

BELOW, TYP.

3'-09 16"

2'-313 16" 2'-313

16"

5" 1"

3"

9"

4'-758"

CONTINUOUS DRIP SLOT, TYP.

2'-0" 2'-0" 4'-0"

5" 3"

1" 9"

CONTINUOUS DRIP SLOT, TYP.

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

3" 2"

1"6"

CONTINUOUS DRIP SLOT, TYP.

1"

1"1" 2"

3 8"

4"

8"1

8"

EDGE OF CAP

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

G:

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7.0

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CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

DBH JDB

CI716

COLUMBARIUM DETAILS 9

1'0 6"3"1" = 1'-0"

COLUMBARIUM CAP SETTING PLAN ENLARGEMENT5 0 4"1" 2"3" = 1'-0"

COLUMBARIUM CAP SETTING SECTION ENLARGEMENT7

6" = 1'-0"

COLUMBARIUM CAP SETTING ELEVATION ENLARGEMENT 6 8"0 4"2"

1"…