941002 SRCNC Gravesite Expansion Bid Set - Plans 6 of 8.pdf

A

B

C

D

E

GOVERNMENT PROVIDED, CONTRACTOR

INSTALLED, WHITE MARBLE NICHE COVERS

1-1/2" HT. OPTIMA BOLD COLUMN NUMBER ENGRAVED TO 38" DEPTH;

CENTER ABOVE FIRST NICHE COLUMN AND EVERY TENTH NICHE COLUMN

8"

1-1/2" HT. OPTIMA BOLD

ROW LETTER ENGRAVED

TO 38" DEPTH

3'-5 1 16"

3"

PRECAST NICHE UNIT

SMOOTH LIMESTONE BASE

STONE WIDTH VARIES, SEE CIVIL

SMOOTH LIMESTONE

FILLER STRIP

4"

A

B

C

D

E

SMOOTH LIMESTONE CAP

5'-6"

STONE VENEER, TYP.

4'- 15 8"

CL

6'

8"

3"

LS508

LS508

3, 4

LS508

F

CL

CAP STONE JOINT, NICHE WEBBING AND BASE

STONE JOINT TO ALIGN VERTICALLY, TYP.

NORTH ELEVATION

FINISH

GRADE

8"

SMOOTH LIMESTONE CAP, SEE 1/LS510

MATCH EXISTING

FINISH AND JOINTING,

SEE SPECS

SEE DETAIL 5/LS508

FOR SIGN ID PANEL

END ELEVATION

STONE VENEER, TYP.,

AS SPECIFIED

1 10 20

IN SETTING OF THE

BACK-TO-BACK NICHE

UNITS: FACE-TO-FACE

DISTANCE BETWEEN

THE UNITS SHALL

REMAIN THE SAME

THROUGHOUT THE

LENGTH OF THE WALL

AND THAT THEY FACES

SHALL BE PARALLEL TO

THE WALL LAYOUT LINE.

COLUMBARIUM

SMOOTH

LIMESTONE I.D.

INSET PANEL

(EXAMPLE ONLY,

ALL NEW

ENDWALLS TO BE

LABELED WITH

INDIVIDUAL WALL

DESIGNATIONS).

SEE SPECS.

LS508

7 COLUMN CLOSED-CLOSED

PRECAST UNIT8 COLUMN CLOSED-OPEN PRECAST UNIT10 COLUMN CLOSED-OPEN PRECAST UNIT

25'-11 2"

EDGE-TO-EDGE NICHE UNITS +/-1/4" MAX., TYP.

7 COLUMN CLOSED-CLOSED

PRECAST UNIT8 COLUMN CLOSED-OPEN PRECAST UNIT10 COLUMN CLOSED-OPEN PRECAST UNIT

7 COLUMN CLOSED-CLOSED

PRECAST UNIT8 COLUMN OPEN-CLOSED PRECAST UNIT10 COLUMN OPEN-CLOSED PRECAST UNIT

3'-81 4"

COLUMBARIUM FFE = 3797.11

CL

A

B

C

D

E

A

B

C

D

E

SOUTH ELEVATION

FINISH

GRADE

30 40 50

EDGE-TO-EDGE NICHE UNITS +/-1/4" MAX., TYP.

7 COLUMN CLOSED-CLOSED

PRECAST UNIT 8 COLUMN OPEN-CLOSED PRECAST UNIT 10 COLUMN OPEN-CLOSED PRECAST UNIT

COLUMBARIUM FFE = 3797.11

CL

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

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A

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

LS506

COLUMBARIUM WALL "F" ELEVATION

& PLAN

BH

COLUMBARIUM NORTH SIDE ELEVATION & PLAN- WALL "F"

1/2" = 1'-0"1

JH

COLUMBARIUM SOUTH SIDE ELEVATION- WALL "F"

1/2" = 1'-0"2

KEY MAP (nts)

NORTH

C

D

E

GOVERNMENT PROVIDED, CONTRACTOR

INSTALLED, WHITE MARBLE NICHE COVERS

1-1/2" HT. OPTIMA BOLD COLUMN NUMBER ENGRAVED TO 38" DEPTH;

CENTER ABOVE FIRST NICHE COLUMN AND EVERY TENTH NICHE COLUMN

8"

1-1/2" HT. OPTIMA

BOLD ROW LETTER

ENGRAVED TO 38"

DEPTH

3'-5 1 16"

3"

PRECAST NICHE UNIT

SMOOTH LIMESTONE BASE STONE

WIDTH VARIES, SEE CIVIL

SMOOTH LIMESTONE

FILLER STRIP

4"

A

B

C

D

E

SMOOTH LIMESTONE CAP

5'-6"

STONE VENEER, TYP.

4'- 15 8"

CL

6'

8"

3"

LS508

LS508

2, 3

LS508

G

7 COLUMN CLOSED-CLOSED

PRECAST UNIT8 COLUMN CLOSED-OPEN PRECAST UNIT10 COLUMN CLOSED-OPEN PRECAST UNIT

CL

CAP STONE JOINT, NICHE WEBBING AND BASE

STONE JOINT TO ALIGN VERTICALLY, TYP.

FINISH

GRADE

25'-11 2"

EDGE-TO-EDGE NICHE UNITS +/-1/4" MAX., TYP.

8"

SMOOTH LIMESTONE CAP, SEE 1/LS510

MATCH EXISTING

FINISH AND JOINTING,

SEE SPECS

SEE DETAIL 5/LS508

FOR SIGN ID PANEL

END ELEVATION

STONE VENEER, TYP.,

AS SPECIFIED

1 10 20

IN SETTING OF THE

BACK-TO-BACK NICHE

UNITS: FACE-TO-FACE

DISTANCE BETWEEN

THE UNITS SHALL

REMAIN THE SAME

THROUGHOUT THE

LENGTH OF THE WALL

AND THAT THEY FACES

SHALL BE PARALLEL TO

THE WALL LAYOUT LINE.

7 COLUMN CLOSED-CLOSED

PRECAST UNIT8 COLUMN CLOSED-OPEN PRECAST UNIT10 COLUMN CLOSED-OPEN PRECAST UNIT

7 COLUMN CLOSED-CLOSED

PRECAST UNIT8 COLUMN OPEN-CLOSED PRECAST UNIT10 COLUMN OPEN-CLOSED PRECAST UNIT

COLUMBARIUM

SMOOTH

LIMESTONE I.D.

INSET PANEL

(EXAMPLE ONLY,

ALL NEW

ENDWALLS TO BE

LABELED WITH

INDIVIDUAL WALL

DESIGNATIONS).

SEE SPECS.

LS508

NORTHERN SIDE

ELEVATION

3'-81 4"

COLUMBARIUM FFE = 3796.93

C

A

B

C

D

E

A

B

C

D

E

7 COLUMN CLOSED-CLOSED

PRECAST UNIT 8 COLUMN OPEN-CLOSED PRECAST UNIT 10 COLUMN OPEN-CLOSED PRECAST UNIT

FINISH

GRADE

EDGE-TO-EDGE NICHE UNITS +/-1/4" MAX., TYP.

30 40 50

SOUTHERN SIDE

ELEVATION

COLUMBARIUM FFE = 3796.93

CL

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

8A (OR/ ��§����

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BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

LS507

COLUMBARIUM WALL "G" ELEVATION

& PLAN

BH

COLUMBARIUM NORTH SIDE ELEVATION & PLAN- WALL "G"

1/2" = 1'-0"1

JH

COLUMBARIUM SOUTH SIDE ELEVATION- WALL "G"

1/2" = 1'-0"2

KEY MAP (nts)

NORTH

CL

6'-0"

2" 6"

8'- 11 4"

8" JNT.

3"

3'-0" 3'-0" 2'-3" 2'-3"

STAINLESS STEEL MASONRY ANCHORS, SEE SPECS FOR

ANCHOR FREQUENCY (TYP.)

SEE STRUCTURAL DRAWINGS AND

GEOTECHNICAL REPORT FOR

FOUNDATION & FOOTING DESIGN

INFORMATION

STONE VENEER, TYP.

REINFORCED CONCRETE CORE OF PIER, TYP.; SEE

STRUCTURAL DRAWINGS

FINISH GRADE (CONC. WALK)

EXPANSION JOINT, TYP.

LIMESTONE CAP, SEE DETAIL 1/LS512

FIELD DRILLED HOLE TO ACCEPT 3/8" X 4"

S.S. PIN (PRIOR TO CAP BEING SET);

SECURE PIN W/ NON-SHRINK GROUT (DO

NOT GROUT PIN TO CAP)

CONT. DRIP SLOT (BOTH SIDES); SEE

SPECIFICATIONS

2'- 0"

1" MORTAR FILLED CAVITY, TYP.

SEE CIVL AND

STRUCTURAL

2'-3" 2'-3"

TOP OF

FOUNDATION,

SEE CIVIL

SEE STRUCTURAL DRAWINGS

FOR FOOTING DIMENSIONS

SECTION AT PILASTER

TOP OF

SHELF ELEV =

VARIES, SEE

CIVIL

CL2'-

8"

3'-8 16"

3'-8 7 16 "

1'-1

112.49°

119.87°

2.4

9°

119.87°

1'-1 1 8 "

LIMESTONE BASE STONE

3" THICK X 10" WIDE LIMESTONE FILLER STRIP MECHANICALLY

ANCHORED (TOP & BOTTOM) W/1/8" THICK STAINLESS STEEL

STONE ANCHORS. KERF TOP & BOTTOM OF FILLER TO RECEIVE

ANCHORS. EPOXY ANCHORS INTO KERFS.

REINFORCED CONCRETE CORE

OF PIER, TYP.; SEE

STRUCTURAL DRAWINGS

STONE VENEER,

TYP.

1'- 0"

TY

P.

ALIGN

1'- 0"

TY

P.

DECORATIVE STONE STRIP,

SEE DETAIL 6/LS508

SPLIT FACE OF STONE TO

ACHIEVE STRAIGHT LINE

WHERE VENEER TRANSITIONS

TO FILLER STRIP, TYP.

SPLIT STONES TO ACHIEVE CLEAN

TRANSITION @ CORNERS, TYP.

SAW CUT BACK OF

STONE TO

ACHIEVE CLEAN

TRANSITION TO

FACE OF FILLER

STRIP

SEALANT JOINT

W/BACKER ROD, TYP.

BRACKET FASTENER

REINFORCED FOOTING BELOW, TYP.; SEE

STRUCTURAL DRAWINGS

CL

LIMESTONE BASE STONE

(BELOW)

REINF. CONC. CORE, TYP.;

SEE STRUCTURAL

DRAWINGS

STONE VENEER, TYP. DECORATIVE STONE STRIP, SEE

DETAIL 6/LS508

6"TYP.

6"

TYP.

6"

TY

P.

8"

TYP.

2"

TYP.2'-101

8"

TYP.

LIMESTONE FILLER

STRIP, TYP.

2.4

9°

119.87°

3'- 13 4"

TY

P.

2' TY

P.

8"

TYP.

NICHE UNIT, TYP.

112.49°

119.87°

SEE ENLARGEMENT 7/LS108

1'- 21 8"

TY

P.

1'- 21 8"

TY

P.

4'- 41 4"

TY

P.

UNDER PIPE, SEE CIVILREINFORCED FOOTING BELOW, TYP.; SEE

STRUCTURAL DRAWINGS

1'-2"

A1'-

6" 6" TEXT (OPTIMA BOLD)

ENGRAVED TO 3/4"

DEPTH

6" 6"

3 8", TY

P. 3

8",TYP.

5" 3 8"

R

PANEL TO BE SMOOTH

CUT LIMESTONE SEE 3/LS508 FOR

ADHESION

4" HDPE PERFORATED PIPE

WRAPPED IN FILTER FABRIC,

HOLES DOWN. MIN .5% SLOPE.

CONNECT TO STORM DRAIN

SYSTEM

IMPERMEABLE PLASTIC

LINER, SIDES AND

BOTTOM, TYP.

DECORATIVE STONE, SEE

SPECS.

12"

CLEANOUT WITH 4" SOLID PVC

RISER/ELBOW AS REQUIRED

1" M

IN

2" 2"

2"

1 2"

4"

2'-115 8"2'-815

16"±

2" 2"

BASE STONE 'A' BASE STONE 'B'

TYPICAL

BASE STONE

PROFILE

BASE STONE 'A'

BASE

STONE

'B'

BASE

STONE

'B'

BASE

STONE

'B'

BASE

STONE

'B'

BASE

STONE

'B'

BASE

STONE

'B'

BASE

STONE

'B'

BASE

STONE

'A'

2"

CL

6'-0"

3'-0" 3'-0"

NICHE COVER ATTACHMENT

FINISH GRADE

(CONC. WALK),

SEE CIVIL

1'-11 8"

TYP.

FIELD DRILLED HOLE TO ACCEPT 3/8" X 4" S.S. PIN (AFTER CAPS HAVE

BEEN SET); LOOSE-FIT PIN SECURE PIN W/ NON-SHRINK GROUT (DO NOT

GROUT SOLID)

LIMESTONE CAP, SEE DETAIL 1/LS512

CONT. DRIP SLOT (BOTH SIDES); SEE SPECIFICATIONS

RECESSED WELDPLATE, STAINLESS STEEL, 14" MIN

THICKNESS; PROVIDE SHOP DRAWINGS.

EPDM MEMBRANE OVER ENTIRE TOP OF PRECAST UNITS AND PIERS

GOVERNMENT PROVIDED (CONTRACTOR INSTALLED) NICHE COVER

LINE UP BACK TO BACK ON CENTERLINE OF CONCRETE FOUNDATION

(GRIND BACK OF UNITS AS NEEDED TO MAINTAIN DIMENSION FROM FACE

OF NICHE TO FACE OF NICHE)

STAINLESS STEEL ANCHORAGE, SIZE AND SPACING BY CONTRACTORS ENGINEER.

TOP OF CONC. FOUNDATION SURFACES TO BE STEEL TROWEL

FINISHED LEVEL FOR SETTING COLUMBARIUM UNITS.

3/8"

SETTING

BED

FACE OF PIER BEYOND

2" 6"

8" JNT.

SEE STRUCTURAL DRAWINGS

AND GEOTECHNICAL REPORT

FOR FOUNDATION & FOOTING

DESIGN INFORMATION

WEEPS 3'-0" O.C. WEEPS

SHALL BE EMBEDDED IN

DRAINAGE MAT,

SEE SPECS., TYP.

MORTAR SOLID 2"

ABOVE FINISH GRADE,

TYP.

LIMESTONE BASE STONE, REVEAL VARIES

4" GAP MAX.

2'- 0"

1'- 07 8" T

YP

8'- 11 4"

DECORATIVE STONE STRIP WITH UNDERDRAIN, SEE

DETAIL 6/LS508, SEE SPECS, SEE CIVIL

SEE CIVL AND

STRUCTURAL

TOP OF

FOUNDATION,

SEE CIVIL

1'- 07 8"

1'-8 7 16" 1'-8 7

16"

SECTION AT NICHE

SEE STRUCTURAL DRAWINGS

FOR FOOTING DIMENSIONS

TOP OF

SHELF ELEV =

VARIES, SEE

CIVIL

1 2" ty p

LIMESTONE BASE

STONE (BELOW)

REINF. CONC.

CORE, TYP.; SEE

STRUCTURAL

DRAWINGS

SAW CUT BACK OF STONE TO

ACHIEVE CLEAN TRANSITION

TO FACE OF FILLER STRIP

6"TYP.

3" TY

P.

10"

TYP.

NICHE COVER,

TYP.

DECORATIVE

STONE STRIP

FACE OF CONCRETE

NICHE UNIT

FACE OF CONCRETE

FOUNDATION

3/8" JOINT WITH BACKER

ROD AND SEALANT, TYP.

LIMESTONE FILLER

STRIP

8"

TYP.

1" AIR GAP, TYP.

1/8" THICK STAINLESS STEEL STONE ANCHORS.

KERF TOP & BOTTOM OF FILLER TO RECEIVE

ANCHORS. EPOXY ANCHORS INTO KERFS.

SIMILAR TO F5&F8/CI215.

43 8"

TY

P.

STONE VENEER, TYP.

ALIGN, TYP.

1'-

7 8"

TO

CE

NT

ER

LI

NE

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

8A (OR/ ��§����

o n e e iI J tJ in c J o n e

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S u C Tt e T in c J o n e

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A

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

LS508

48JH BH

COLUMBARIUM PIER SECTION

1/2" = 1'-0"

COLUMBARIUM PIER SECTION - PLAN VIEW

3/4" = 1'-0"

TYPICAL DECORATIVE STONE STRIP

1 1/2" = 1'-0"

COLUMBARIUM I.D. PANEL

1" = 1'-0"

COLUMBARIUM COLUMN CORE SECTION - PLAN VIEW

3/4" = 1'-0"

5 BASE STONE DIMENSIONS

3/8" = 1'-0"

COLUMBARIUM NICHE SECTION

1/2" = 1'-0"

COLUMBARIUM FILLER STRIP INSTALLATION ENLARGEMENT - PLAN VIEW7

3" = 1'-0"

COLUMBARIUM WALL DETAILS 1

CO

NC

. U

NI

T

PR

E-

CA

ST

FA

CE

O

F

4"

5 NICHE HIGH PRECAST CLOSED-OPEN RIGHT COLUMBARIUM UNIT

(ELEVATION)

NICHE JOINT (OPEN / CLOSE) JOINTS

BETWEEN PRECAST CONC.

COLUMBARIUM UNITS; *SPACING ACROSS

JOINTS SHALL BE MAINTAINED AS 1'-0" ℄

TO ℄ TYP. - GRIND ENDS IF NECESSARY;

PROVIDE BACKER ROD AND SEALANT AT

ALL EXPOSED JOINTS (FRONT OF NICHE

UNITS); SEALANT COLOR SHALL BE

APPROVED BY THE RE/COR.

7 NICHE COLUMNS

SEE

LS-511

0'- 11 2"

FR

O

NT

7'- 0"

O

VE

RA

LL

H

EI

G

HT

1'- 41 2"

TO

1'- 3"

F

RO

NT

11 2"

F

RO

NT

0'- 11 2"

F

RO

NT

0'-101 2"

1'-0"

℄ TO ℄

TYP.

(2) RECESSED WELDPLATES AT EA.

JOINT; STAINLESS STEEL, 14" MIN.

THICKNESS; PROVIDE SHOP

DRAWINGS

NICHE COVER ATTACHMENT;

SEE LS-511

PRE-CAST CONC. COLUMBARIUM

UNIT: TYPICAL UNIT SHALL BE 5

NICHES HIGH

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. RECESSED WELD PLATES SIZE,

NUMBER & ATTACHMENT LOCATION

SHALL BE AS PER MANUFACTURER'S

RECOMMENDATION. PROVIDE SHOP

DRAWINGS FOR APPROVAL.

3. JOINTS BETWEEN UNITS WHERE

EXPOSED IN NICHE UNIT SHALL

RECEIVE SEALANT.

4. VA PROVIDED NICHE COVERS,

CONTRACTOR INSTALLED.

8" JNT.

CONDITION

@ END

1'-0"

℄ TO ℄

TYP.

CO

NC

. U

NI

T

CO

NC

. U

NI

T

PR

E-

CA

ST

FA

CE

O F

0'- 11 2"

FR

O

NT

7'- 0"

O

VE

RA

LL

H

EI

G

HT

1'- 41 2"

TO

1'- 3"

F

RO

NT

11 2"

F

RO

NT

1'-0"

℄ TO ℄

TYP.

0'- 11 2"

F

RO

NT

0'-03 4"

CONDITION

@ END

0'-101 2"

(2) RECESSED WELDPLATES AT EA.

JOINT; STAINLESS STEEL, 14" MIN.

THICKNESS; PROVIDE SHOP

DRAWINGS

NICHE COVER ATTACHMENT;

SEE LS-511

PRE-CAST CONC. COLUMBARIUM

UNIT: TYPICAL UNIT SHALL BE 5

NICHES HIGH

1'-0"

℄ TO ℄

TYP.

5 NICHE HIGH PRECAST CLOSED-CLOSED COLUMBARIUM UNIT

(ELEVATION)

8" JNT.

10 NICHE COLUMNS

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. RECESSED WELD PLATES SIZE,

NUMBER & ATTACHMENT LOCATION

SHALL BE AS PER MANUFACTURER'S

RECOMMENDATION. PROVIDE SHOP

DRAWINGS FOR APPROVAL.

3. JOINTS BETWEEN UNITS WHERE

EXPOSED IN NICHE UNIT SHALL

RECEIVE SEALANT.

4. VA PROVIDED NICHE COVERS,

CONTRACTOR INSTALLED.

CO

NC

. U

NI

T

PR

E-

CA

ST

FA

CE

O

F

4"

5 NICHE HIGH PRECAST CLOSED-OPEN RIGHT COLUMBARIUM UNIT

(ELEVATION)

NICHE JOINT (OPEN / CLOSE) JOINTS

BETWEEN PRECAST CONC.

COLUMBARIUM UNITS; *SPACING ACROSS

JOINTS SHALL BE MAINTAINED AS 1'-0" ℄

TO ℄ TYP. - GRIND ENDS IF NECESSARY;

PROVIDE BACKER ROD AND SEALANT AT

ALL EXPOSED JOINTS (FRONT OF NICHE

UNITS); SEALANT COLOR SHALL BE

APPROVED BY THE RE/COR.

8 NICHE COLUMNS

0'- 11 2"

FR

O

NT

7'- 0"

O

VE

RA

LL

H

EI

G

HT

1'- 41 2"

TO

1'- 3"

F

RO

NT

11 2"

F

RO

NT

0'- 11 2"

F

RO

NT

0'-101 2"

1'-0"

℄ TO ℄

TYP.

(2) RECESSED WELDPLATES AT EA.

JOINT; STAINLESS STEEL, 14" MIN.

THICKNESS; PROVIDE SHOP

DRAWINGS

NICHE COVER ATTACHMENT;

SEE LS-511

PRE-CAST CONC. COLUMBARIUM

UNIT: TYPICAL UNIT SHALL BE 5

NICHES HIGH

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. RECESSED WELD PLATES SIZE,

NUMBER & ATTACHMENT LOCATION

SHALL BE AS PER MANUFACTURER'S

RECOMMENDATION. PROVIDE SHOP

DRAWINGS FOR APPROVAL.

3. JOINTS BETWEEN UNITS WHERE

EXPOSED IN NICHE UNIT SHALL

RECEIVE SEALANT.

4. VA PROVIDED NICHE COVERS,

CONTRACTOR INSTALLED.

8" JNT.

CONDITION

@ END

1'-0"

℄ TO ℄

TYP.

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

8A (OR/ ��§����

o n e e iI J tJ in c J o n e

Ho o t o n e

S u C Tt e T in c J o n e

Ho o t tJ Te e e iI J tJ s in c J o n e

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J C

NH

in c J o n e

Ho o t tJ Te e

S u C Tt e Ts in c J o n e

Ho o t o n e in c J o n e

Ho o t o n e

C n d o n e

J C

NH

in c J e s o n e

Ho o t tJ Te e in c J e s o n e

Ho o t

E

D

C

B

A

E

D

C

B

A

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

LS509

COLUMBARIUM WALL DETAILS 2

BHJH

PRECAST COLUMBARIUM NICHE UNITS (5 HIGH) ELEVATIONS- 7 WIDE CLOSED-OPEN

1" = 1'-0"

1 PRECAST COLUMBARIUM NICHE UNITS (5 HIGH) ELEVATIONS- 8 WIDE CLOSED-OPEN

1" = 1'-0"

PRECAST COLUMBARIUM NICHE UNITS (5 HIGH) ELEVATIONS- 10 WIDE CLOSED-OPEN

1" = 1'-0"

CO

NC

. U

NI

T

PR

E-

CA

ST

FA

CE

O

F

4"

5 NICHE HIGH PRECAST CLOSED-OPEN RIGHT COLUMBARIUM UNIT

(ELEVATION)

NICHE JOINT (OPEN / CLOSE) JOINTS

BETWEEN PRECAST CONC.

COLUMBARIUM UNITS; *SPACING ACROSS

JOINTS SHALL BE MAINTAINED AS 1'-0" ℄

TO ℄ TYP. - GRIND ENDS IF NECESSARY;

PROVIDE BACKER ROD AND SEALANT AT

ALL EXPOSED JOINTS (FRONT OF NICHE

UNITS); SEALANT COLOR SHALL BE

APPROVED BY THE RE/COR.

7 NICHE COLUMNS

SEE

LS-511

0'- 11 2"

FR

O

NT

7'- 0"

O

VE

RA

LL

H

EI

G

HT

1'- 41 2"

TO

1'- 3"

F

RO

NT

11 2"

F

RO

NT

0'- 11 2"

F

RO

NT

0'-101 2"

1'-0"

℄ TO ℄

TYP.

(2) RECESSED WELDPLATES AT EA.

JOINT; STAINLESS STEEL, 14" MIN.

THICKNESS; PROVIDE SHOP

DRAWINGS

NICHE COVER ATTACHMENT;

SEE LS-511

PRE-CAST CONC. COLUMBARIUM

UNIT: TYPICAL UNIT SHALL BE 5

NICHES HIGH

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. RECESSED WELD PLATES SIZE,

NUMBER & ATTACHMENT LOCATION

SHALL BE AS PER MANUFACTURER'S

RECOMMENDATION. PROVIDE SHOP

DRAWINGS FOR APPROVAL.

3. JOINTS BETWEEN UNITS WHERE

EXPOSED IN NICHE UNIT SHALL

RECEIVE SEALANT.

4. VA PROVIDED NICHE COVERS,

CONTRACTOR INSTALLED.

8" JNT.

CONDITION

@ END

1'-0"

℄ TO ℄

TYP.

CO

NC

. U

NI

T

PR

E-

CA

ST

FA

CE

O

F

4"

5 NICHE HIGH PRECAST CLOSED-OPEN RIGHT COLUMBARIUM UNIT

(ELEVATION)

8 NICHE COLUMNS

0'- 11 2"

FR

O

NT

7'- 0"

O

VE

RA

LL

H

EI

G

HT

1'- 41 2"

TO

1'- 3"

F

RO

NT

11 2"

F

RO

NT

0'- 11 2"

F

RO

NT

0'-101 2"

1'-0"

℄ TO ℄

TYP.

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. RECESSED WELD PLATES SIZE,

NUMBER & ATTACHMENT LOCATION

SHALL BE AS PER MANUFACTURER'S

RECOMMENDATION. PROVIDE SHOP

DRAWINGS FOR APPROVAL.

3. JOINTS BETWEEN UNITS WHERE

EXPOSED IN NICHE UNIT SHALL

RECEIVE SEALANT.

4. VA PROVIDED NICHE COVERS,

CONTRACTOR INSTALLED.

8" JNT.

CONDITION

@ END

NICHE JOINT (OPEN / CLOSE) JOINTS

BETWEEN PRECAST CONC.

COLUMBARIUM UNITS; *SPACING ACROSS

JOINTS SHALL BE MAINTAINED AS 1'-0" ℄

TO ℄ TYP. - GRIND ENDS IF NECESSARY;

PROVIDE BACKER ROD AND SEALANT AT

ALL EXPOSED JOINTS (FRONT OF NICHE

UNITS); SEALANT COLOR SHALL BE

APPROVED BY THE RE/COR.

(2) RECESSED WELDPLATES AT EA.

JOINT; STAINLESS STEEL, 14" MIN.

THICKNESS; PROVIDE SHOP

DRAWINGS

NICHE COVER ATTACHMENT;

SEE LS-511

PRE-CAST CONC. COLUMBARIUM

UNIT: TYPICAL UNIT SHALL BE 5

NICHES HIGH

1'-0"

℄ TO ℄

TYP.

CO

NC

. U

NI

T

CO

NC

. U

NI

T

PR

E-

CA

ST

FA

CE

O F

0'- 11 2"

FR

O

NT

7'- 0"

O

VE

RA

LL

H

EI

G

HT

1'- 41 2"

TO

1'- 3"

F

RO

NT

11 2"

F

RO

NT

1'-0"

℄ TO ℄

TYP.

0'- 11 2"

F

RO

NT

0'-03 4"

CONDITION

@ END

0'-101 2"

(2) RECESSED WELDPLATES AT EA.

JOINT; STAINLESS STEEL, 14" MIN.

THICKNESS; PROVIDE SHOP

DRAWINGS

NICHE COVER ATTACHMENT;

SEE LS-511

PRE-CAST CONC. COLUMBARIUM

UNIT: TYPICAL UNIT SHALL BE 5

NICHES HIGH

1'-0"

℄ TO ℄

TYP.

5 NICHE HIGH PRECAST CLOSED-CLOSED COLUMBARIUM UNIT

(ELEVATION)

8" JNT.

10 NICHE COLUMNS

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. RECESSED WELD PLATES SIZE,

NUMBER & ATTACHMENT LOCATION

SHALL BE AS PER MANUFACTURER'S

RECOMMENDATION. PROVIDE SHOP

DRAWINGS FOR APPROVAL.

3. JOINTS BETWEEN UNITS WHERE

EXPOSED IN NICHE UNIT SHALL

RECEIVE SEALANT.

4. VA PROVIDED NICHE COVERS,

CONTRACTOR INSTALLED.

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

8A (OR/ ��§����

o n e e iI J tJ in c J o n e

Ho o t o n e

S u C Tt e T in c J o n e

Ho o t tJ Te e e iI J tJ s in c J o n e

Ho o t o n e

J C

NH

in c J o n e

Ho o t tJ Te e

S u C Tt e Ts in c J o n e

Ho o t o n e in c J o n e

Ho o t o n e

C n d o n e

J C

NH

in c J e s o n e

Ho o t tJ Te e in c J e s o n e

Ho o t

E

D

C

B

A

E

D

C

B

A

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

LS510

COLUMBARIUM WALL DETAILS 3

BHJH

PRECAST COLUMBARIUM NICHE UNITS (5 HIGH) ELEVATIONS- 7 WIDE OPEN-CLOSED

1" = 1'-0"

1 PRECAST COLUMBARIUM NICHE UNITS (5 HIGH) ELEVATIONS- 8 WIDE OPEN-CLOSED

1" = 1'-0"

PRECAST COLUMBARIUM NICHE UNITS (5 HIGH) ELEVATIONS- 10 WIDE OPEN-CLOSED

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'-11

2"

0'-13 4"

@ BACK

0'-2"

@ BACK,

TYP.

0'-07 8"

1'-0"

℄ TO ℄

TYP.

0'-101 4"

@ JNT.

ONLY

0'-11 2"@

FRONT, TYP.

1'-

0'-10"

TYP. 0'-

2" 1'-

8"

BACKER ROD AND SEALANT ALL

JOINTS INSIDE NICHE UNITS, TYP.

NICHE JOINT (OPEN / CLOSE) JOINTS

BETWEEN PRECAST CONC. COLUMBARIUM

UNITS; *SPACING ACROSS JOINTS SHALL BE

MAINTAINED AS 1'-0" ℄ TO ℄ TYP.-GRIND ENDS

IF NECESSARY; PROVIDE BACKER ROD AND

SEALANT AT ALL EXPOSED JOINTS (FRONT

OF NICHE UNITS); SEALANT COLOR SHALL BE

APPROVED BY THE RE/COR.

0'-13 4"

@ JNT.

ONLY

FIELD DRILL HOLES FOR

1/2" PINS, RECESS AND

EPOXY GROUT FLUSH

WITH INSIDE, TYP.

0'-101 2"@

FRONT

TYP.

90.0°

LAYOUT LINE

1"

TYP.

1/

4"

TY

P.

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

TYP. CONDITION AT

BOTTOM OF

PRECAST UNIT

TYP. CONDITION AT INTERMEDIATE

SHELVES OF PRECAST UNIT

SEE SPECIFICATIONS FOR

REQUIREMENTS FOR ROSETTE

SCREW ATTACHMENT AND

ALIGNMENT IN TOP ROW

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 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

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

EXPANSION BOLT,

LOCK WASHER & HEX

NUT (TYP.)

1/4" Ø HOLE

CAST-IN-PLACE

1/

4"

TY

P.

STAINLESS STEEL

THREADED SPRING-CLIP TO

RECEIVE ROSETTE BOLT

11 4"

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"

NOTE:

1. 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.

2. HEAD OF ROSETTE SCREWS TO MATCH EXISTING TYPE

ON EXISTING WALLS

STAINLESS STEEL ROSETTE (VA STANDARD), SATIN

FINISH, PROVIDE PRODUCT LITERATURE.

1" Ø

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

CLEAR NEOPRENE WASHER

10-24 X 1 3/4" LENGTH STAINLESS STEEL

TAMPER-PROOF BOLT, (SPANNER DRILLED

TWO HOLE) BUTTON HEAD

FRONT ELEV. SECTION

0'-2" 1'-10"

1'- 21 2"

AT

B

AC

K, TY

P. 1'-8" TYP.

0'- 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.)

DOUBLE-SIDED COLUMBARIUM WALL

PLAN (TOP)

DOUBLE-SIDED COLUMBARIUM WALL

TO PIER PLAN (TOP)

FINISHED INSTALLATION

SHALL BE FLUSH WITH

CONCRETE OR

RECESSED TO NOT BE IN

CONTACT WITH CAPS.

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

S.S. WELD PLATE

NICHE WALL

(BELOW)

PRE-CAST NICHE

UNIT

EDGE OF

CONC. PIER

CORE

EDGE OF

PRE-CAST

NICHE UNIT

(1)3" X 9" X 14" S.S.

TOP WELD PLATE

SECTION (TOP)

TOP OF WELD PLATE MATERIALS

SHALL BE FLUSH WITH CONCRETE

OR BELOW CONCRETE SURFACE

TOP OF NICHE

UNIT, TYP.

(1) 2" X 9" X 1/4" (DOUBLE-SIDED)

TOP S.S. WELD PLATE

3"X6"X1/4" S.S. WELD PLATE

CAST INTO PRE-CAST UNIT

4" STUBS

JOINT BETWEEN

PRE-CAST UNITS

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

8A (OR/ ��§����

o n e e iI J tJ in c J o n e

Ho o t o n e

S u C Tt e T in c J o n e

Ho o t tJ Te e e iI J tJ s in c J o n e

Ho o t o n e

J C

NH

in c J o n e

Ho o t tJ Te e

S u C Tt e Ts in c J o n e

Ho o t o n e in c J o n e

Ho o t o n e

C n d o n e

J C

NH

in c J e s o n e

Ho o t tJ Te e in c J e s o n e

Ho o t

E

D

C

B

A

E

D

C

B

A

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

LS511

COLUMBARIUM WALL DETAILS 4

BHJH

PRECAST COLUMBARIUM NICHE UNITS (5 HIGH) PLAN SECTION

1" = 1'-0"

NICHE COVER ATTACHMENT

6 = 1'-0"

MOUNTING BRACKET

10 = 1'-0"

ROSETTES

10 = 1'-0"

PRECAST COLUMBARIUM NICHE UNITS (5 HIGH) ELEVATIONAL SECTION

1" = 1'-0"

WELD PLATE

PLASTIC SHIMS; 4 LOCATIONS EACH CAP.

CENTER SHIMS OVER PRECAST NICHE UNITS'

VERTICAL WEBS.

FACE OF CAP

FACE OF COLUMBARIUM NICHE COVER

PRECAST COLUMBARIUM UNIT

FIELD-DRILLED HOLE TO ACCEPT S.S. PINS (AFTER

CAPS ARE SET); 4 PINS PER CAP; PIN IS LOOSE-FIT IN

CAP; PLUG HOLE END W/ NON-SHRINK GROUT, FLUSH

W/PRECAST NICHE SURFACE. HOLE SHALL BE NOT

GREATER THAN 1/8" IN DIAMETER THAN PIN.

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

SETTING JOINT WITH BACK TO BACK UNITS.

SURFACE OF SEALANT 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"

RECESSED WELD PLATES

TAPE

TAPE

WALL LAYOUT LINE

FOR ALL CAP DRIP SLOTS REFER TO

SPECIFICATIONS, TYP.

NICHE COVER ATTACHMENT, TYP.

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

LS512EQ. EQ.

BACKER ROD & SEALANT; CONTINUOUS AT ALL EXPOSED JOINTS.

SEALANT JOINT DEPTH SHALL BE PER MANUFACTURER'S

RECOMMENDATIONS, TYP.

WASH

WASH

WASH

W

AS

H W

AS

H

W

AS

H W

AS

H

6" 2" 3'-8 1

16" 711 16"±

6'-01 2"

16"±

3'-8 1 16"

1'- 6"

3'- 01 4"

3'- 01 4"

1'- 6"

CL

2'-115 8"

3'- 01 4"

3'- 01 4"

CENTERLINE OF

CONTINUOUS

DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

CAPSTONE 'A' CAPSTONE 'B'

A

B B B B B B B B B

A

6" 2"

CAPSTONE 'A' CENTERLINE

PROFILE

CAPSTONE 'B' CENTERLINE

PROFILE

10"

TYP.

13 4"M

AX

TY

P.

10"

TYP.

10"

TYP.

13 4"M

AX

TY

P.

10"

TYP. TOP OF PRE-CAST

COLUMBARIUM UNIT,

TYP.

NICHE COVER, TYP.

CAP SHIMS, TYP.

CAP ABOVE, TYP.

CAP JOINT ABOVE,

CENTERED ON ℄ OF NICHE

WEBBING, TYP.

BLOB OF QUICK SETTING

GROUT TO PROVIDE

INTERMEDIATE SUPPORT

OF CAPS BETWEEN SHIMS.

LOCATE ABOVE VERTICAL

WEB OF PRECAST UNIT

BELOW. MAXIMUM SPACING

OF OF CAP SUPPORT

(SHIMS OR GROUT) SHALL

BE 1'-0" MAX.

NICHE WEBBING

BELOW, TYP.

FIELD DRILLED HOLE (FOUR

(4) HOLES AND FOUR (4)

PINS PER CAP SEGMENT)

TO RECEIVE S.S. PIN

(DRILLED AFTER CAPS

HAVE BEEN SET); TYP.

SEALANT & BACKER

ROD JOINT ON TOP,

TYP.

CONCRETE PIER STEM

RECESSED WELD PLATES;

SEE WELD PLATE

ENLARGEMENTS, TYP.

4" 63

4"

3/8"

3 8"

O

F W

EB

O

R

NI

CH

E

JO

IN

T

CAP

3/4" WIDE 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; ALL SHIMS TO OCCUR OVER FULL,

UNJOINTED PRECAST COLUMBARIUM WEB

SEALANT 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 SEALANT 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 BASE STONE JOINTS WITH VERTICAL

CAP STONE JOINTS. WEEP VENTS SHALL BE PLACED

AT EACH VERTICAL CAP JOINT AND VERTICAL BASE

STONE JOINTS.

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 CAULKING.

EPDM MEMBRANE (45 MIL)

OVER ENTIRE TOP OF PRECAST

UNITS & PIERS

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

8A (OR/ ��§����

o n e e iI J tJ in c J o n e

Ho o t o n e

S u C Tt e T in c J o n e

Ho o t tJ Te e e iI J tJ s in c J o n e

Ho o t o n e

J C

NH

in c J o n e

Ho o t tJ Te e

S u C Tt e Ts in c J o n e

Ho o t o n e in c J o n e

Ho o t o n e

C n d o n e

J C

NH

in c J e s o n e

Ho o t tJ Te e in c J e s o n e

Ho o t

E

D

C

B

A

E

D

C

B

A

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

LS512

COLUMBARIUM WALL DETAILS 5

BHJH

COLUMBARIUM CAPSTONE SECTION

3" = 1'-0"

COLUMBARIUM CAPSTONE CONFIGURATION

1/2" = 1'-0"

2 COLUMBARIUM CAP SETTING - PLAN VIEW

1" = 1'-0"

4 COLUMBARIUM CAP SETTING - SECTION ENLARGEMENT

5" = 1'-0"

C

D

E

A

B

C

D

E

4'- 43 4"

1'- 03 4"

3"

2'-91 8"

4'-55 8"

8"8"

3"

2'-93 8"

3'-75 8"

8" 8"

GOVERNMENT PROVIDED, CONTRACTOR

INSTALLED, WHITE MARBLE MEMORIAL MARKER,

TYP.1-1/2" HT. OPTIMA BOLD ROW

LETTER ENGRAVED TO 38" DEPTH

SMOOTH LIMESTONE

BASE STONE. WIDTH

VARIES, SEE CIVIL

SMOOTH

LIMESTONE

FILLER PANEL,

TYP.

STONE VEENEER, TYP.

SMOOTH LIMESTONE CAP

F

G

F

G

16'-215 16"

LS513

LS513

1-1/2" HT. OPTIMA BOLD COLUMN

NUMBER ENGRAVED TO 38" DEPTH.

CENTER ABOVE FIRST MARKER COLUMN

& LAST MARKER COLUMN, BOTH SIDES.

CL

2 ,3

LS513

M B

LIMESTONE I.D.

INSET PANEL

A

B

C

D

E

A

B

C

D

E

F

G

F

G

NORTH ELEVATION

SOUTH ELEVATION

LS514

LS513

8" 8"

MATCH EXISTING

FINISH AND JOINTING

LS513

2'-2 1 16"

TYP.

16" TYP.

9'-71 4"

TYP.

16" TYP.

2'-2 1 16"

TYP.

2'- 35 8"

2'- 01 4"

TY

P.

3'- 41 4"

TY

P. 10

7.0 7°

TY

P.

123.92°

TYP.

107.07°

TYP.

123.92°

TYP.

107.07°

TYP.

123.92°

TYP.

7.0

7°

TY

P.123.92°

TYP.

STONE

VENEER, TYP.

STONE FILLER

STRIP, TYP.

DECORATIVE

STONE STRIP, TYP.

BASE STONE,

TYP.

REINF. CONC. CORE,

TYP.; SEE STRUCTURAL

DRAWINGS

CL

FINISH

GRADE

FINISH

GRADE

C PIER AND

CAP

4'-115 8"

2" 6"

7'- 01 2"

8" JNT.

3"

2'-513 16" 2'-513

16"

STAINLESS STEEL MASONRY ANCHORS, SEE

SPECIFICATIONS FOR ANCHOR FREQUENCY

(TYP.)

SEE STRUCTURAL DRAWINGS AND

GEOTECHNICAL REPORT FOR FOUNDATION

& FOOTING DESIGN INFORMATION

STONE VENEER, TYP.

REINFORCED CONCRETE CORE OF PIER,

TYP.; SEE STRUCTURAL DRAWINGS

FINISH GRADE (CONC. WALK)

EXPANSION JOINT, TYP.

LIMESTONE CAP

FIELD DRILLED

HOLE TO ACCEPT

3/8" X 4" S.S. PIN

(PRIOR TO CAP

BEING SET);

SECURE PIN W/

NON-SHRINK

GROUT (DO NOT

GROUT PIN TO CAP)

CONT. DRIP SLOT (BOTH SIDES); SEE

SPECIFICATIONS

2'- 0"

1" MORTAR FILLED CAVITY, TYP.

LOW

PERMEABLE

FILL; SEE

GEOTECH

REPORT FOR

REQUIREMENTS

SEE

STRUCTURAL

FOR FOOTING

DIMENSIONS

1'-813 16" 1'-813

16"

2'-213 16" 2'-213

16"

L

TOP OF

SHELF ELEV =

VARIES, SEE

CIVIL

2'-2 1 16"

TYP.

16" TYP.

9'-71 4"

TYP.

16" TYP.

2'-2 1 16"

TYP.

2'- 35 8"

2'- 01 4"

TY

P.

3'- 41 4"

TY

P. 10

7.0 7°

TY

P.

123.92°

TYP.

107.07°

TYP. 123.92°

TYP.

107.07°

TYP.

123.92°

TYP.

7.0

7°

TY

P.123.92°

TYP.

STONE

VENEER, TYP.

STONE FILLER

STRIP, TYP.

DECORATIVE

STONE STRIP, TYP.

BASE STONE,

TYP.

REINF. CONC. CORE,

TYP.; SEE STRUCTURAL

DRAWINGS

CL

CL

1'-

9 16

2'-101 16"

2'-1015 16 "

1'-0

1'-0 1116 "

LIMESTONE BASE STONE

(BELOW)

LIMESTONE FILLER

STRIP

REINFORCED CONCRETE CORE

OF PIER, TYP.; SEE

STRUCTURAL DRAWINGS

STONE VENEER,

TYP.

123.92° 107.07°

107.07° 123.92°

ALIGN

ALIGN

1'- 0"

TY

P.

1'-

0"

TY

P.

DECORATIVE GRAVEL STRIP

SEALANT JOINT

W/BACKER ROD

SPLIT FACE OF STONE TO ACHIEVE

STRAIGHT LINE WHERE VENEER

TRANSITIONS TO FILLER STRIP, TYP.

SPLIT STONES TO ACHIEVE CLEAN

TRANSITION @ CORNERS, TYP.

SAW CUT BACK OF

STONE TO ACHIEVE

CLEAN TRANSITION TO

FACE OF FILLER STRIP

1'- 49 16

REINFORCED CONCRETE REINFORCED

FOOTING BELOW, TYP.; SEE

STRUCTURAL DRAWINGS

M B1'

1'-93 8"

3"

3" 3"3"

3"

6" TEXT (OPTIMA BOLD)

ENGRAVED TO 3/4" DEPTH

3 8", TY

P.

8", TYP.

5" 3 8"

R

PANEL TO BE SMOOTH CUT

LIMESTONE

CL

4'-115 8"

1'-313 16" 1'-313

16"

MEMORIAL MARKER ATTACHMENT, SEE 2,3/LS-512

FINISH

GRADE

(CONC.

WALK)

1'-2"

TYP.

LIMESTONE CAP , SEE 4/LS-512

CONT. DRIP SLOT (BOTH SIDES); SEE SPECIFICATIONS

GOVERNMENT PROVIDED (CONTRACTOR

INSTALLED) MEMORIAL WALL MARKER

2" 6"

8" JNT.

SEE STRUCTURAL DRAWINGS AND GEOTECHNICAL

REPORT FOR FOUNDATION & FOOTING INFORMATION

WEEPS 3'-0" O.C. WEEPS SHALL BE EMBEDDED IN

DRAINAGE MAT, SEE SPECS., TYP.

MORTAR SOLID 2" ABOVE FINISH GRADE, TYP.

1 2"

TY

P.

2'- 0"

FIELD DRILLED HOLE

TO ACCEPT 3/8" X 4"

S.S. PIN (PRIOR TO CAP

BEING SET); SECURE

PIN W/ NON-SHRINK

GROUT (DO NOT

GROUT PIN TO CAP)

LIMESTONE FILLER STRIP, TYP.

DECORATIVE STONE STRIP WITH

UNDERDRAIN, SEE 6/LS-508

7'- 01 2"

LOW

PERMEABLE

FILL; SEE

GEOTECH

REPORT FOR

REQUIREMENTS

SEE

STRUCTURAL

FOR FOOTING

DIMENSIONS

TOP OF

SHELF

ELEV =

VARIES,

SEE CIVIL

BASE

STONE 'A'

BASE

STONE 'B'

BASE

STONE 'A'

2" 2"

2'-613 16"

2" 2"

3'-93 8"

1'

2" 2"

2"

BASE STONE 'A'

BASE STONE 'B' TYPICAL BASE

STONE PROFILE

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

8A (OR/ ��§����

o n e e iI J tJ in c J o n e

Ho o t o n e

S u C Tt e T in c J o n e

Ho o t tJ Te e e iI J tJ s in c J o n e

Ho o t o n e

J C

NH

in c J o n e

Ho o t tJ Te e

S u C Tt e Ts in c J o n e

Ho o t o n e in c J o n e

Ho o t o n e

C n d o n e

J C

NH

in c J e s o n e

Ho o t tJ Te e in c J e s o n e

Ho o t

E

D

C

B

A

E

D

C

B

A

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

LS513

MEMORIAL WALL DETAILS 1

BH

MEMORIAL WALL ELEVATIONS

1/2" = 1'-0"

MEMORIAL WALL COLUMN SECTION

1/2" = 1'-0"

MEMORIAL WALL COLUMN CORE SECTION - PLAN

1/2" = 1'-0"

COLUMBARIUM ID PANEL

1" = 1'-0"

MEMORIAL WALL COLUMN SECTION - PLAN

3/4" = 1'-0"

JH

MEMORIAL WALL MARKER SECTION

1/2" = 1'-0"

BASE STONE DIMENSIONS

3/4" = 1'-0"

JOINT SPACING SHALL BE MAINTAINED HORIZONALLY AND

VERTICALLY MEETING INDUSTRY STANDARDS FOR MAUSOLEUMS

AND THE MANUFACTURING STANDARDS OF "NATIONAL BUILDING

GRANITE QUARRIES, INC.", TYP.

1'- 4"

EQ

1'- 4"

4'- 73 8"

EQ

3/

" J T.

TY

P.

3/

"J T.

TY

P.

0'-95 8"

3/16"JT. TYP.

SMOOTH LIMESTONE I.D. PANEL

S.S. "U" ANCHOR WITH 7/16" HOLE; AS SHOWN. MIN.

(4) PER VERTICAL STONE, TYP. MIN. (3) PER

HORIZONTAL STONE.

S.S. ROSETTE PLATE WITH S.S. ROSETTE; SEE

SHEETS LS-512 AND LS-513 FOR LAYOUT INFO ON

FASTENERS, TYP.

GOVERNMENT PROVIDED/ CONTRACTOR INSTALLED

MARBLE MEMORIAL WALL MARKERS; (56) MARKERS PER

WALL (SEVEN (7) DOWN AND EIGHT (8) ACROSS); ONE

EXTRA MARKER TO BE AVAILABLE FOR

REMOVAL/REPLACE DEMONSTRATION

S.S. "Z" ANCHOR WITH 7/16" HOLE; AS

SHOWN. MIN. (4) PER VERTICAL STONE,

TYP. MIN. (3) PER HORIZONTAL

3/

"J T.

TY

P.

3/16"JT.

TYP.

8"

TEMPORARILY MASK AREAS TO PREVENT

SEALANT FROM ENTERING FILLER STRIP JOINTS,

TYP.

A

B

C

D

E

F

G

A

B

C

D

E

F

G

FACE OF PIER STONE VENEER,

TYP.

FACE OF FILLER STRIP,

TYP.

1'- 4"

8"

2'-81 2" 3'-9 9

16"±

3/16"JT. TYP.

2'-81 2"

3" 3"EQ. A EQ. A 3" 3"EQ. A EQ. A

3/16"JT. TYP.

2'-81

2" 3'-9 9 16"±

3/16"JT. TYP.

2'-81

2"

3" 3"EQ. EQ. 3" 3"EQ. EQ.

S.S. "SPLIT BEND" ANCHOR WITH 7/16" HOLE;

AS SHOWN, TYP.

8" EQ. B EQ. B EQ. B EQ. B EQ. B EQ. B 55

8"

8" EQ. B EQ. B EQ. B EQ. B EQ. B EQ. B 55

8"

17 24 ENGRAVED NUMBER, SEE

ELEVATIONS

NOTE: MARKER DIMENSIONS

SHOWN ARE DESIGN

DIMENSIONS; ACTUAL

DIMENSIONS VARY BASED ON

WHAT THE GOVERNMENT

PROVIDES

1/4" 20 TAMPER-PROOF

S.S. SCREW (2 EA.)

1/16" (± 1/64") S.S. ROSETTE PLATE

16" O.D. S.S. CENTER POST W/

(2) CHANNELS TO ALLOW

HORIZONTAL MOVEMENT.

2 3/8" X 1/2" S.S. SPRING

PLATE (2 EA.)

FACE OF CONCRETE

THREADED STEEL DROP IN

ANCHOR EPOXIED IN PLACE. MIN.

1" DEPTH. INSTALL PER

MANUFACTURER'S

RECOMMENDATIONS., TYP.

ROSETTE, WASHER, AND

SCREW HEAD SHALL

MATCH COLUMBARIUM

S.S. NUT, TYP.

1/2"Ø S.S. EXTERNAL TOOTHED

LOCK WASHER; BOTH SIDES OF

ROSETTE PLATE

0'-1"

TYPE-A SECTION

16" FLAT WASHER

3/8" ±

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

CLEAR NEOPRENE WASHER

3/4" 1-1/4"± 2"±

MEMORIAL WALL MARKER

PLASTIC SHIM

BEYOND, TYP.

3 8" J T.

S.S. STONE ANCHOR

1/8" THICKNESS

STONE CAP

KERF IN FILLER STRIP

TO RECEIVE ANCHOR,

EPOXY IN PLACE

5/16" CONC. SCREW, TYP.

SMOOTH FILLER

STRIP LIMESTONE

I.D. PANEL, TYP.

12 " TYP.

KERF IN FILLER STRIP

TO RECEIVE ANCHOR,

EPOXY IN PLACE

S.S. ROSETTE PLATE

S.S. "U" ANCHOR 1/8"

THICKNESS.

BEND CLIPS SO THEY

APPLY PRESSURE

AGAINST THE BACK OF

MEMORIAL MARKERS, TYP.

MARBLE MEMORIAL WALL

MARKER; 11-1/4" WIDTH X

7 3/4" HT. X 3/4" THICK

NOTES:

1. DESIGN OF FASTENERS

BASED ON SINNER BROS.

S.S. STANDARD ROSETTE

NICHE PLATE WITH S.S.

ROSETTE.

2. PROVIDE SHOP DRAWINGS

& SAMPLES OF COMPLETE

ANCHORING SYSTEM

EPDM MEMBRANE OVER PRECAST, TYP.

S.S. SHIM(S) AS REQ'D, TYP.

EPDM MEMBRANE

EQ. EQ.

4"

TYP.

4"

TYP.

THREADED STEEL

DROP-IN ANCHOR, TYP.

2-3/8" X 1/2" S.S. SPRING

PLATE, (2 EA.)

1/4" S.S. TAMPER-PROOF

SCREW

S.S. NUT (NARROW HT), TYP.

S.S. ROSETTE PLATE

S.S. POST 5/16" O.D. W/ TO

RECEIVE TAMPER-PROOF

ROSETTE BOLT

1" DIA. S.S. ROSETTE TO

MATCH COLUMBARIUM

ROSETTE WITH 5/16" S.S.

TAMPER- PROOF

ROSETTE SPANNER HEAD

BOLT

15 8"

CL

CL

4"

NOTCH FILLER STRIP AT

ROSETTE LOCATIONS

TO ACCOMMODATE

THREADED POST.

S.S. ROSETTE, TYP.

TYPE-A ELEVATION

NOTE:

BASIS OF DESIGN FOR ANCHOR ASSEMBLY

IS BASED ON A MODIFIED SINNER

BROTHERS MEMORIAL WALL BRACKET

2 3/8" X 1/2" S.S.

SPRING PLATE (2 EA.)

STAINLESS STEEL

ROSETTE PLATE

1/4" 20 S.S.

SCREW (2 EA.)

1/2"Ø S.S. EXTERNAL

TOOTHED LOCK

WASHER; BOTH SIDES

OF ROSETTE PLATE

0'-

3 32

0'-03 8"0'-

01 8" 0'-

01 8"

0'-03 8"

16" O.D. S.S. CENTER

POST W/ (2) CHANNELS

TO ALLOW HORIZONTAL

MOVEMENT.

16" FLAT WASHER (BEYOND)

4"±3'-03

8" 2'-

515 16

2'- 515 16

1'- 63 4"

WASH

WASH

WASH

W

AS

H W

AS

H 2'- 515 16

2'-

515 16

2'-915 16"

W

AS

H W

AS

H

3'-93 8"

2'- 515 16

2'-

515 16

W

AS

H W

AS

H

107.07°

7.0

7°

162.93°

162.93°

A B C B

A

CENTERLINE OF CONTINUOUS

CUT DRIP SLOT (UNDERSIDE OF

CAP), TYP. ALL OVERHANGS

CAPSTONE 'A' CAPSTONE 'B' CAPSTONE 'C'

CAPSTONE 'A'

CENTERLINE PROFILE

1'- 63 4"

CL

TYPICAL CAPSTONE

PROFILE

6" 2"

4"±

6" 2"

S.S. "Z" ANCHOR

1/8" THICKNESS

5/16" CONC. SCREW, TYP.

SMOOTH FILLER STRIP

LIMESTONE I.D. PANEL, TYP.

THREADED STEEL

DROP IN ANCHOR, TYP.

BEND CLIPS SO THEY

APPLY PRESSURE

AGAINST THE ROSETTE,

TYP.

MARBLE MEMORIAL

WALL MARKER, TYP.

S.S. ROSETTE PLATE

S.S. "U" ANCHOR

KERF IN FILLER STRIP TO

RECEIVE ANCHOR, EPOXY IN

PLACE

5/16" CONC. SCREW, TYP.

3/8" SEALANT

AND BACKER ROD

JOINT BETWEEN

STONES, TYP.

EQ. EQ.

LIMESTONE

WALL BASE

STONE

MORTAR 2" UP

BACK OF BASE

STONE

1" MIN,

TYP.

7 16

TY

P.

PROVIDE SHOP DRAWINGS &

SAMPLES OF COMPLETE

ANCHORING SYSTEM

KERF IN FILLER STRIP

TO RECEIVE ANCHOR,

EPOXY IN PLACE

S.S. ROSETTE, TYP.

4"3

4"

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

8A (OR/ ��§����

o n e e iI J tJ in c J o n e

Ho o t o n e

S u C Tt e T in c J o n e

Ho o t tJ Te e e iI J tJ s in c J o n e

Ho o t o n e

J C

NH

in c J o n e

Ho o t tJ Te e

S u C Tt e Ts in c J o n e

Ho o t o n e in c J o n e

Ho o t o n e

C n d o n e

J C

NH

in c J e s o n e

Ho o t tJ Te e in c J e s o n e

Ho o t

E

D

C

B

A

E

D

C

B

A

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

LS514

MEMORIAL WALL DETAILS 2

BH

MEMORIAL WALL FILLER STRIP LAYOUT

1/2" = 1'-0"

FILLER STRIP (TOP) & MARKER ANCHORING

8" = 1'-0"

5MEMORIAL WALL ROSETTE PLATE ASSEMBLY

10" = 1'-0"

JH

MEMORIAL WALL ROSETTE PLATE ASSEMBLY

10" = 1'-0"

3 4 MEMORIAL WALL CAPSTONE CONFIGURATIONS

1/4" = 1'-0"

FILLER STRIP (BOTTOM) & MARKER ANCHORING

8" = 1'-0"

S.S. ROSETTE NICHE

PLATE, TYP.

2 3/8" X 1/2" S.S. SPRING

PLATE, (2 PER EA.

ROSETTE PLATE), TYP.

1" DIA. S.S. ROSETTE MATCH

COLUMBARIUM ROSETTE W/ 3/4" TO

7/8" WHITE OR CLEAR NEOPRENE

WASHER W/ SILICONE COATING, TYP.

S.S. CENTER POST TO

RECEIVE TAMPER-PROOF

ROSETTE SCREW, TYP.

OVERLAP BETWEEN THE ROSETTE

AND STONE MARKER, TYP.

EDGE OF STONE MEMORIAL

WALL MAKER, TYP.

EDGE OF FILLER STONE

FILLER STRIP, TYP.

FILLER STRIP ANCHOR

ADJUST, TYP.

0'-0 3 16"

NOTE:

WASHER THICKNESS AS NECESSARY TO ENSURE

EDGE OF ROSETTE DOES NOT TOUCH MEMORIAL

MARKER WHEN FULLY TIGHTENED. ROSETTE CAN

NOT BE MORE THAN 1/16" AWAY FROM MEMORIAL

MARKER WHEN FULLY TIGHTENED. 17

1" DIA. S.S. ROSETTE MATCH COLUMBARIUM ROSETTE W/

3/4" TO 7/8" WHITE OR CLEAR NEOPRENE WASHER W/

SILICONE COATING, TYP.

S.S. CENTER POST TO RECEIVE TAMPER-PROOF ROSETTE SCREW, TYP.

OVERLAP BETWEEN THE ROSETTE AND STONE MARKER, TYP.

EDGE OF STONE MEMORIAL WALL MAKER, TYP.

2 3/8" X 1/2" S.S. SPRING

PLATE, (2 PER EA.

ROSETTE PLATE), TYP.

0'-0 3 16"

0'- 03 16

S.S. ROSETTE NICHE

PLATE, TYP.

NOTE:

WASHER THICKNESS AS NECESSARY TO ENSURE EDGE OF

ROSETTE DOES NOT TOUCH MEMORIAL MARKER WHEN FULLY

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

FROM MEMORIAL MARKER WHEN FULLY TIGHTENED.

S.S. ROSETTE NICHE PLATE, TYP.

2 3/8" X 1/2" S.S. SPRING PLATE, (2 PER EA. ROSETTE PLATE), TYP.

ROSETTE PLATE TO BE

TRIMMED AT FACTORY

PRIOR TO SHIPPING, TYP.

0'- 03 16

S.S. CENTER POST TO RECEIVE

TAMPER-PROOF ROSETTE SCREW, TYP.

OVERLAP BETWEEN THE ROSETTE

AND STONE MARKER, TYP.

1" DIA. S.S. ROSETTE MATCH

COLUMBARIUM ROSETTE W/ 3/4" TO 7/8"

WHITE OR CLEAR NEOPRENE WASHER W/

SILICONE COATING, TYP.

EDGE OF STONE MEMORIAL WALL MAKER, TYP.

EDGE OF FILLER STONE FILLER STRIP, TYP.

0'-0 3 16"

NOTE:

WASHER THICKNESS AS NECESSARY TO

ENSURE EDGE OF ROSETTE DOES NOT

TOUCH MEMORIAL MARKER WHEN FULLY

TIGHTENED. ROSETTE CAN NOT BE MORE

THAN 1/16" AWAY FROM MEMORIAL MARKER

WHEN FULLY TIGHTENED.

E

F

0'-0 3 16"

EDGE OF STONE MEMORIAL WALL MAKER, TYP.

S.S. ROSETTE NICHE PLATE, TYP.

2 3/8" X 1/2" S.S. SPRING PLATE, (2 PER EA. ROSETTE PLATE), TYP.

0'-

3 16

1" DIA. S.S. ROSETTE MATCH COLUMBARIUM ROSETTE W/ 3/4" TO 7/8"

WHITE OR CLEAR NEOPRENE WASHER W/ SILICONE COATING, TYP.

S.S. CENTER POST TO RECEIVE TAMPER-PROOF ROSETTE

SCREW, TYP.

OVERLAP BETWEEN THE ROSETTE AND STONE MARKER, TYP.

NOTE:

WASHER THICKNESS AS NECESSARY TO ENSURE EDGE OF ROSETTE DOES NOT

TOUCH MEMORIAL MARKER WHEN FULLY TIGHTENED. ROSETTE CAN NOT BE

MORE THAN 1/16" AWAY FROM MEMORIAL MARKER WHEN FULLY TIGHTENED.

1" DIA. S.S. ROSETTE MATCH COLUMBARIUM ROSETTE

W/ 3/4" TO 7/8" WHITE OR CLEAR NEOPRENE WASHER

W/ SILICONE COATING, TYP.

S.S. CENTER POST TO RECEIVE TAMPER-PROOF

ROSETTE SCREW, TYP.

OVERLAP BETWEEN THE ROSETTE AND STONE MARKER, TYP.

FILLER STRIP ANCHOR ADJUST, TYP.

EDGE OF STONE MEMORIAL WALL MAKER, TYP.

EDGE OF FILLER STONE FILLER STRIP, TYP.

2 3/8" X 1/2" S.S. SPRING PLATE, (2 PER EA. ROSETTE PLATE), TYP.0'-0 3

16"

0'- 03 16

" S.S. ROSETTE NICHE PLATE, TYP.

NOTE:

WASHER THICKNESS

AS NECESSARY TO

ENSURE EDGE OF

ROSETTE DOES NOT

TOUCH MEMORIAL

MARKER WHEN

FULLY TIGHTENED.

ROSETTE CAN NOT

BE MORE THAN 1/16"

AWAY FROM

MEMORIAL MARKER

WHEN FULLY

TIGHTENED.

G

1" DIA. S.S. ROSETTE MATCH COLUMBARIUM ROSETTE W/ 3/4" TO 7/8"

WHITE OR CLEAR NEOPRENE WASHER W/ SILICONE COATING, TYP.

S.S. CENTER POST TO RECEIVE TAMPER-PROOF ROSETTE SCREW, TYP.

OVERLAP BETWEEN THE ROSETTE AND STONE MARKER, TYP.

EDGE OF STONE MEMORIAL WALL MAKER, TYP.

2 3/8" X 1/2" S.S. SPRING PLATE, (2 PER EA. ROSETTE PLATE), TYP.

0'-0 3 16"

0'-

3 16

S.S. ROSETTE

NICHE PLATE, TYP.

NOTE:

WASHER THICKNESS AS NECESSARY TO ENSURE EDGE

OF ROSETTE DOES NOT TOUCH MEMORIAL MARKER

WHEN FULLY TIGHTENED. ROSETTE CAN NOT BE MORE

THAN 1/16" AWAY FROM MEMORIAL MARKER WHEN

FULLY TIGHTENED.

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

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BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

LS515

MEMORIAL WALL DETAILS 3

BHJH

TOP LEFT ROSETTE ATTACHMENT

6" = 1'-0"

1 TOP ROSETTE ATTACHMENT

6" = 1'-0"

LEFT ROSETTE ATTACHMENT

6" = 1'-0"

3 CENTER ROSETTE ATTACHMENT

6" = 1'-0"

BOTTOM LEFT ROSETTE ATTACHMENT

6" = 1'-0"

5 BOTTOM ROSETTE ATTACHMENT

6" = 1'-0"