Bid Drawings Volume 4 of 6 894CM3044 Gravesite Expansion at Fort Snelling NC.pdf

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Y1PZ--894CM3044 Gravesite Expansion at Fort Snelling National Cemetery
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36C78626B0003
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This document is a set of architectural elevation drawings for a columbarium court expansion project. The drawings, dated 2026.01.14, were prepared by Anderson Architects/Engineers of Record for the Office of Design and Construction Services under the U.S. Department of Veterans Affairs. The project involves the construction of a Columbarium Court 4 with associated elevation wall specifications.

The drawings depict multiple wall elevations (F1-F2, E2-1, E1-3, E2-1, E2-2, and E3-2) showcasing the design and material specifications for the columbarium installation. Key architectural elements include pre-cast concrete columbarium units arranged in a grid pattern with niche covers, natural stone veneer (Type 2) for the exterior facing, natural stone base and caps (Type 1), and coordinated mortar joints aligned with the centerline of precast niche units. The specifications call for 3/8-inch mortar joints between masonry units, cell vents at each vertical joint, and precise alignment of stone reveals. The drawings reference related documents including LS100, LS300, LS400, and LS502, indicating a comprehensive set of specifications for material selection, detailing, and construction sequencing. The project is designed at 1/2 inch = 1 foot-0 inch scale on 30-inch by 42-inch paper sheets.

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File Type Posted
36C78626B0003 0003.docx DOCX document
894CM3044_AE18511_FSNC Expansion_Full Plans_BD_ADDENDUM 1_2026.03.31_Volume 4 of 6.pdf PDF
PreBid Site Visit Attendance Sheet 894CM3044.pdf PDF
894CM3044_AE18511_FSNC Expansion_Full Plans_BD_ADDENDUM 1_2026.03.31_Volume 3 of 6.pdf PDF
36C78626B0003 0002.docx DOCX document
894CM3044_AE18511_FSNC_G_GEOTECHNICAL REPORT_APPENDIX A_2025.08.25 - signed.pdf PDF
894CM3044_AE18511_FSNC_L_LEEMCO Letter from Manufacturer_APPENDIX B_ADDENDUM 1.pdf PDF
Response to Prebid RFIs 36C78626B0003 for 894CM3044 Gravesite Expansion at Fort Snelling NC.pdf PDF
894CM3044_AE18511_FSNC Expansion_Full Plans_BD_ADDENDUM 1_2026.03.31_Volume 1 of 6.pdf PDF
894CM3044_AE18511_FSNC_BD_SPECIFICATIONS_2026.03.30_Addendum 1_Volume 1 of 1.pdf PDF
894CM3044_AE18511_FSNC Expansion_Full Plans_BD_ADDENDUM 1_2026.03.31_Volume 2 of 6.pdf PDF
894CM3044_AE18511_FSNC Expansion_Full Plans_BD_ADDENDUM 1_2026.03.31_Volume 6 of 6.pdf PDF
894CM3044_AE18511_FSNC Expansion_Full Plans_BD_ADDENDUM 1_2026.03.31_Volume 5 of 6.pdf PDF
894CM3044_AE18511_FSNC Expansion_Addendum 1 Narrative_2026.03.31.pdf PDF
36C78626B0003 0001.docx DOCX document
Pre-Bid Site Visit Attendance Sheet 894CM3044.pdf PDF
Davis-Bacon Wage Determination - Heavy- MN20260239 01-02-2026.pdf PDF
DIGNITY STANDARDS.docx DOCX document
IFB Cost Estimate Worksheet.xlsx XLSX spreadsheet
VAAR 852.219-75 VA Notice of Limitations On Subcontracting Certificate.docx DOCX document
Bid Drawings Volume 2 of 6 894CM3044 Gravesite Expansion at Fort Snelling NC.pdf PDF
36C78626B0003_1.docx DOCX document
Bid Drawings Volume 1 of 6 894CM3044 Gravesite Expansion at Fort Snelling NC.pdf PDF
Bid Drawings Volume 3 of 6 894CM3044 Gravesite Expansion at Fort Snelling NC.pdf PDF
Bid Specifications 894CM3044 Gravesite Expansion at Fort Snelling NC.pdf PDF
Geotechnical Report Appendix A _894CM3044 Gravesite Expansion at Fort Snelling NC.pdf PDF
Bid Drawings Volume 5 of 6 894CM3044 Gravesite Expansion at Fort Snelling NC.pdf PDF
Bid Drawings Volume 6 of 6 894CM3044 Gravesite Expansion at Fort Snelling NC.pdf PDF
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LS502

STONE TYPE 2: NATURAL STONE VENEER

MORTAR JOINT BETWEEN MASONRY UNITS, TYP.

NICHE COVERS, TYP.

PRE-CAST CONCRETE COLUMBARIUM UNITS TYP.

STONE TYPE 1: NATURAL STONE BASE,

TYP.

T.O.W.

T.M.L.

SEE STRUCTURAL

STONE TYPE 1: NATURAL

STONE CAPS, TYP.

STONE TYPE 1: NATURAL STONE BASE VENEER.

ALIGN MORTAR JOINTS AS SHOWN

T.S.W.

SEE LS100

240230220210201

LS502

STONE VENEER MORTAR JOINT TO MATCH

CENTERLINE OF PRECAST NICHE UNITS.

TYP.

LS200

LS502

1 10 20 30 40

LS502

LS300

LS502LS502

STONE TYPE 2: NATURAL

STONE VENEER

MORTAR JOINT BETWEEN

MASONRY UNITS, TYP.

NICHE COVERS, TYP.

PRE-CAST CONCRETE

COLUMBARIUM UNITS TYP.

STONE TYPE 1: NATURAL STONE BASE,

TYP.

T.O.W.

T.M.L.

SEE STRUCTURAL

STONE TYPE 1: NATURAL

STONE CAPS, TYP.

STONE TYPE 1: NATURAL

STONE BASE VENEER. ALIGN

MORTAR JOINTS AS SHOWN

T.S.W.

SEE LS100

STONE VENEER MORTAR

JOINT TO MATCH CENTERLINE

OF PRECAST NICHE UNITS.

TYP.

LS200

STONE TYPE 1: NATURAL

STONE CAPS, TYP.

STONE TYP 2:

NATURAL STONE

VENEER

3/8" MORTAR JOINT

BETWEEN MASONRY

UNITS, TYP.

STONE TYP 1:

NATURAL STONE

BASE, TYP.

STONE REVEAL; SEE

1/LS400

T.O.W.

SEE LS100

T.M.L

SEE STRUCTURAL

T.S.W.

SEE LS100

5 1/4"

ALIGN MORTAR

JOINTS BETWEEN

STONES WITH

CENTERLINE BETWEEN

COVER PLATES, TYP.,

UNLESS NOTED

OTHERWISE.

CELL VENT AT EACH

VERTICAL JOINT

12LS502

LS502

8 10

LS502

LS300

LS502

STONE TYPE 2: NATURAL STONE VENEER

MORTAR JOINT BETWEEN MASONRY UNITS, TYP.

NICHE COVERS, TYP.

PRE-CAST CONCRETE COLUMBARIUM UNITS TYP.

T.O.W.

T.M.L.

SEE STRUCURAL

STONE TYPE 1: NATURAL STONE BASE VENEER.

ALIGN MORTAR JOINTS AS SHOWN

T.S.W.

SEE LS100

STONE VENEER MORTAR JOINT TO MATCH

CENTERLINE OF PRECAST NICHE UNITS.

TYP.

LS200

180 190 200

STONE TYPE 1: NATURAL STONE BASE,

TYP.

STONE TYPE 1: NATURAL

STONE CAPS, TYP.

41 50 60 70

LS502

LS300

LS502

LS502

STONE TYPE 2: NATURAL STONE VENEER

MORTAR JOINT BETWEEN MASONRY UNITS, TYP.

NICHE COVERS, TYP.

PRE-CAST CONCRETE COLUMBARIUM UNITS TYP.

STONE TYPE 1: NATURAL STONE BASE,

TYP.

T.O.W.

T.M.L.

SEE STRUCTURAL

STONE TYPE 1: NATURAL

STONE CAPS, TYP.

STONE TYPE 1: NATURAL STONE BASE VENEER.

ALIGN MORTAR JOINTS AS SHOWN

T.S.W.

SEE LS100

STONE VENEER MORTAR JOINT TO MATCH

CENTERLINE OF PRECAST NICHE UNITS.

TYP.

LS200

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN MOTION, INC.

COST ESTIMATOR:

TOTAL COST MANAGEMENT

GEOTECHNICAL ENGINEER

TERRACON

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

2026.01.14

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COLUMBARIUM COURT 4

ELEVATION WALL F1-F2

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

7601 34TH AVE S, MINNEAPOLIS, MN 55450

894CM3044

JANUARY 14, 2026 JAF IBA18511

LS200

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)1 WALL ELEVATION -F1-1

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)2 WALL ELEVATION - F1-2 SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)3 END COLUMN ELEVATION TYP.

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)4 WALL ELEVATION - F2-1

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)5 WALL ELEVATION - F2-2

Revisions: Date:

130121

TYP.

LS200

LS502 LS502

8 2

LS300

LS502

STONE TYPE 2: NATURAL STONE VENEER

MORTAR JOINT BETWEEN MASONRY UNITS, TYP.

NICHE COVERS, TYP.

PRE-CAST CONCRETE COLUMBARIUM UNITS TYP.

STONE TYPE 1: NATURAL STONE BASE,

TYP.

T.O.W.

T.M.L.

SEE STRUCTURAL

STONE TYPE 1: NATURAL

STONE CAPS, TYP.

STONE TYPE 1: NATURAL STONE BASE VENEER.

ALIGN MORTAR JOINTS AS SHOWN

T.S.W.

SEE LS100

STONE VENEER MORTAR JOINT TO MATCH

CENTERLINE OF PRECAST NICHE UNITS.

140 150 160

73 80 90 100 110 120

TYP.

LS200

LS502

LS502

LS300

LS502

STONE TYPE 2: NATURAL STONE VENEER

MORTAR JOINT BETWEEN MASONRY UNITS, TYP.

NICHE COVERS, TYP.

PRE-CAST CONCRETE COLUMBARIUM UNITS TYP.

STONE TYPE 1: NATURAL STONE BASE,

TYP.

T.O.W.

T.M.L.

SEE STRUCTURAL

STONE TYPE 1:

NATURAL STONE CAPS, TYP.

STONE TYPE 1: NATURAL STONE BASE VENEER.

ALIGN MORTAR JOINTS AS SHOWN

T.S.W.

SEE LS100

STONE VENEER MORTAR JOINT TO MATCH

CENTERLINE OF PRECAST NICHE UNITS.

TYP.

LS200

LS502

LS502

LS300LS502

STONE TYPE 2: NATURAL STONE VENEER

MORTAR JOINT BETWEEN MASONRY UNITS, TYP.

NICHE COVERS, TYP.

PRE-CAST CONCRETE COLUMBARIUM UNITS TYP.

STONE TYPE 1: NATURAL STONE BASE,

TYP.

T.O.W.

T.M.L.

SEE STRUCTURAL

STONE TYPE 1:

NATURAL STONE CAPS, TYP.

STONE TYPE 1: NATURAL STONE BASE VENEER.

ALIGN MORTAR JOINTS AS SHOWN

T.S.W.

SEE LS100

STONE VENEER MORTAR JOINT TO MATCH

CENTERLINE OF PRECAST NICHE UNITS.

180 190 1 10

LS502

LS502

LS300 LS502

STONE TYPE 2: NATURAL STONE VENEER

MORTAR JOINT BETWEEN MASONRY UNITS, TYP.

NICHE COVERS, TYP.

PRE-CAST CONCRETE COLUMBARIUM UNITS TYP.

STONE TYPE 1: NATURAL STONE BASE,

TYP.

T.O.W.

T.M.L.

SEE STRUCTURAL

STONE TYPE 1:

NATURAL STONE CAPS, TYP

STONE TYPE 1: NATURAL STONE BASE VENEER.

ALIGN MORTAR JOINTS AS SHOWN

T.S.W.

SEE LS100

STONE VENEER MORTAR JOINT TO MATCH

CENTERLINE OF PRECAST NICHE UNITS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN MOTION, INC.

COST ESTIMATOR:

TOTAL COST MANAGEMENT

GEOTECHNICAL ENGINEER

TERRACON

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

2026.01.14

C :\U se rs

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COLUMBARIUM COURT

ELEVATIONS WALL F3-E1

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

7601 34TH AVE S, MINNEAPOLIS, MN 55450

894CM3044

JANUARY 14, 2026 JAF IBA18511

LS201

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)1 1/LS201 - WALL ELEVATION - F3-1

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)2 WALL ELEVATION - F3-2

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)3 WALL ELEVATION - E1-1 SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)4 WALL ELEVATION - E1-2

LS502

LS502

LS300LS502

STONE TYPE 2: NATURAL STONE VENEER

MORTAR JOINT BETWEEN MASONRY UNITS, TYP.

NICHE COVERS, TYP.

PRE-CAST CONCRETE COLUMBARIUM UNITS TYP.

STONE TYPE 1: NATURAL STONE BASE,

TYP.

T.O.W.

T.M.L.

SEE STRUCTURAL

STONE TYPE 1:

NATURAL STONE CAPS, TYP.

STONE TYPE 1: NATURAL STONE BASE VENEER.

ALIGN MORTAR JOINTS AS SHOWN

T.S.W.

SEE LS100

STONE VENEER MORTAR JOINT TO MATCH

CENTERLINE OF PRECAST NICHE UNITS.

TYP.

LS200

150 160 170

17 20 30 40

LS502

LS300

LS502LS502

TYP.

LS200

STONE TYPE 2: NATURAL STONE VENEER

MORTAR JOINT BETWEEN MASONRY UNITS, TYP.

NICHE COVERS, TYP.

PRE-CAST CONCRETE COLUMBARIUM UNITS TYP.

STONE TYPE 1: NATURAL STONE BASE,

TYP.

T.O.W.

T.M.L.

SEE STRUCTURAL

STONE TYPE 1:

NATURAL STONE CAPS, TYP.

STONE TYPE 1: NATURAL STONE BASE VENEER.

ALIGN MORTAR JOINTS AS SHOWN

T.S.W.

SEE LS100

STONE VENEER MORTAR JOINT TO MATCH

CENTERLINE OF PRECAST NICHE UNITS.

TYP.

LS200

LS502

LS502

LS300

STONE TYPE 2: NATURAL STONE VENEER

MORTAR JOINT BETWEEN MASONRY UNITS, TYP.

NICHE COVERS, TYP.

PRE-CAST CONCRETE COLUMBARIUM UNITS TYP.

STONE TYPE 1: NATURAL STONE BASE,

TYP.

T.O.W.

T.M.L.

SEE STRUCTURAL

STONE TYPE 1:

NATURAL STONE CAPS, TYP.

STONE TYPE 1: NATURAL STONE BASE VENEER.

ALIGN MORTAR JOINTS AS SHOWN

T.S.W.

SEE LS100

STONE VENEER MORTAR JOINT TO MATCH

CENTERLINE OF PRECAST NICHE UNITS.

100 110 120 130 140

LS502

49 60 70 80 90

TYP.

LS200

LS502

LS502

LS300 LS502

STONE TYPE 2: NATURAL STONE VENEER

MORTAR JOINT BETWEEN MASONRY UNITS, TYP.

NICHE COVERS, TYP.

PRE-CAST CONCRETE COLUMBARIUM UNITS TYP.

STONE TYPE 1: NATURAL STONE BASE,

TYP.

T.O.W.

T.M.L.

SEE STRUCTURAL

STONE TYPE 1:

NATURAL STONE CAPS, TYP.

STONE TYPE 1: NATURAL STONE BASE VENEER.

ALIGN MORTAR JOINTS AS SHOWN

T.S.W.

SEE LS100

STONE VENEER MORTAR JOINT TO MATCH

CENTERLINE OF PRECAST NICHE UNITS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

IRRIGATION:

WATER IN MOTION, INC.

COST ESTIMATOR:

TOTAL COST MANAGEMENT

GEOTECHNICAL ENGINEER

TERRACON

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

2026.01.14

C :\U se rs

\ib la nc o\

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D riv e

- A

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SO

N E

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IN

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G O

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N \D oc um en ts

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PM

COLUMBARIUM COURT 4

ELEVATIONS WALL E2-E3

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

7601 34TH AVE S, MINNEAPOLIS, MN 55450

894CM3044

JANUARY 14, 2026 JAF IBA18511

LS202

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)1 WALL ELEVATION - E2-1

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)2 WALL ELEVATION - E2-2

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)3 WALL ELEVATION - E3-1

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)4 WALL ELEVATION - E3-2

File details come from the government source that posted it. Updated .