894CM3044_AE18511_FSNC Expansion_Full Plans_BD_ADDENDUM 1_2026.03.31_Volume 6 of 6.pdf

TYP.

LS200

LS300

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.

60 70 80 90

1 10 20 30 40

TYP.

LS200

LS300

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

LS300

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.

50 60 70 80

1 10 20 30 40

TYP.

LS200

LS300

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.

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

ELEVATIONS WALL B1-A1

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

7601 34TH AVE S, MINNEAPOLIS, MN 55450

894CM3044

JANUARY 14, 2026 JAF IBA18511

LS205

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)1 WALL ELEVATION - B1-1

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)2 WALL ELEVATION - B1-2

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)3 WALL ELEVATION - A1-1

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)4 WALL ELEVATION - A1-2

Revisions: Date:

CAST-IN-PLACE CONCRETE STEM

WALL; (SEE STRUCTURAL).

PRE-CAST CONCRETE

COLUMBARIUM UNITS TYP.

MARBLE NICHE COVERS, TYP. (VA

SUPPLIED / CONTRACTOR INSTALLED)

STONE TYPE 1: NATURAL

STONE CAP, TYP

TOW

SEE LS100

TSW

SEE LS100

TML

SEE STRUCTURAL

LS501

LS502

ANCHORS AS REQUIRED

AND SPECIFIED BY

SPECIALTY ENGINEER

ANCHORS AS REQUIRED

AND SPECIFIED BY

SPECIALTY ENGINEER

A

B

C

D

E

A

B

C

D

E

TOW

SEE LS100

TSW

SEE LS100

TML

SEE STRUCTURAL

STONE TYPE 1: NATURAL

STONE CAP, TYP.

STONE TYPE 2: NATURAL

STONE VENEER, TYP.

AIR GAP

CAST-IN-PLACE CONCRETE

STEM WALL; SEE STRUCTURAL

STONE TYPE 1: NATURAL

STONE VENEER BASE, TYP.

LS501

LS502

THREADED ROD.

SEE STRUCTURAL

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 SECTIONS

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

7601 34TH AVE S, MINNEAPOLIS, MN 55450

894CM3044

JANUARY 14, 2026 JAF IBA18511

LS300

SCALE: 1" = 1'-0" (30" x 42" PAPER SIZE)2 DOUBLE-SIDED NICHE WALL SECTION - TYP.

SCALE: 1" = 1'-0" (30" x 42" PAPER SIZE)1 DOUBLE-SIDED COLUMN WALL SECTION - TYP.

GRID

GRID

LS300

LS300

TYP.

LS200

DECORATIVE ROCK MULCH

FLOWER STRIP

PRE-CAST CONCRETE

COLUMBARIUM UNIT;

SEE LS500

CAST IN-PLACE CONCRETE

STEM WALL (TSW); SEE

STRUCTURAL

CONT. VERTICAL

SEALANT JOINT W/

BACKER ROD

THRU-WALL FLASHING (BELOW)

VENEER S2.1. SEE COLUMBARIUM

STONE PROFILES 6/LS503

VENEER B1.1. SEE COLUMBARIUM

STONE PROFILES 6/LS503

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 COLUMN

ENLARGEMENTS

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

7601 34TH AVE S, MINNEAPOLIS, MN 55450

894CM3044

JANUARY 14, 2026 JAF RJL18511

LS400

0 8" 1'-4"4" SCALE: 1 1/2" = 1'-0" (30" x 42" PAPER SIZE)1 COLUMBARIUM END COLUMN ENLARGEMENT, TYP.

SIDE - ELEVATION FRONT - ELEVATION

PRE-CAST COLUMBARIUM NICHE - PROVIDE LIFTING INSERTS,

RE-INFORCING, AND WELD PLATES PER TECHNICAL SPECIFICATIONS

INSTALL ANCHOR BOLTS, WASHERS & EXPANSION SHIELDS PER SUBMITTAL REQUIREMENTS;

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

NICHE COVERS:

PRE-DRILLED

HOLES FOR

ATTACHMENT

ROSETTE (TYP.)

WELD PLATE, SEE 2/LS500

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

1 1 /2"

1 1/2"

1 1 /2"

1'-8"

1'- 2 1

/2"

1'- 3"

1 1 /2"

2"

2" 7'-

0"

1'-10"

1 1 /2"

WELD PLATE, SEE

2/LS500 (TYP.)

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

1.

2.

A.

B.

C.

D.

PRE-CAST CONCRETE COLUMBARIUM UNITS - DELEGATED

DESIGN REQUIREMENTS:

THE CONTRACTOR SHALL PROVIDE STRUCTURAL

DESIGN OF THE PRE-CAST CONCRETE

COLUMBARIUM UNITS. STRUCTURAL DESIGN SHALL

BE SUBMITTED BY THE CONTRACTOR TO THE

CONTRACTING OFFICER'S REPRESENTATIVE (COR)

AND ENGINEER OF RECORD (EOR) AS A DELEGATED

DESIGN SUBMITTAL. DELEGATED SUBMITTALS SHALL

INCLUDE DRAWINGS AND CALCULATIONS THAT HAVE

BEEN STAMPED AND SIGNED BY AN ENGINEER

APPROPRIATELY LICENSED IN THE STATE OF

CONSTRUCTION,

THE PURPOSE OF THE EOR'S REVIEW SHALL BE

DETERMINING THE DRAWINGS AND CALCULATIONS

HAVE BEEN PROPERLY SEALED, THAT THE LOAD

CRITERIA IS IN GENERAL CONFORMANCE WITH THE

CONTRACT DOCUMENTS AND THE REFERENCED

BUILDING CODE, AND THAT THE CONNECTIONS TO

THE PRIMARY STRUCTURE ARE APPROPRIATE FOR

THE STRUCTURE'S DESIGNED CAPABILITIES.

INCLUDED IN THE STRUCTURAL CALCULATIONS AND

DESIGN AT MINIMUM SHALL BE:

DESIGN OF PRE-CAST CONCRETE COLUMBARIUM

UNITS.

CONNECTION OF THE PRE-CAST UNITS TO

STRUCTURAL FOUNDATIONS, BOTTOM AND TOP.

CONNECTION OF PRE-CAST UNITS BACK TO BACK

AND END TO END.

CONNECTION OF PRE-CAST UNITS TO NATURAL

STONE CAPS.

REFER TO SPECIFICATION 03 48 24 - PRE-CAST

CONCRETE COLUMBARIUM UNITS AND S001 FOR

ADDITIONAL INFORMATION.

3.

1" DIA. STAINLESS STEEL

ROSETTE W/ NEOPRENE WASHER

SEE 7/LS500

STAINLESS

STEEL TAMPER-

RESISTANT TORX

PIN HEAD BOLT

SEE 7/LS500

PLASTIC WASHER

STAINLESS

STEEL CLIP

ANGLE

ASSEMBLY /

MOUNTING

BRACKET; SEE

8/LS500

S.S. WASHER

S.S. WASHER &

LOCKWASHER

S.S. BOLT & HEX NUT,

1/4"-20 X 2 1/2" LONG

S.S. SPRING CLIP

S.S. SPRING CLIP

MATCH EXISTING STAINLESS STEEL ROSETTE

(VA STANDARD); SATIN FINISH.

PROVIDE PRODUCT LITERATURE & SAMPLE

FOR APPROVAL.

NEOPRENE WASHER

3/16" x 1 3/4" LENGTH

STAINLESS STEEL TAMPER-

RESISTANT TORX PIN HEAD

BOLT

FRONT ELEVATION

SECTION

8 - PETAL ROSETTE

DI

A.1"

THREADED SPRING CLIP TO RECEIVE

ROSETTE BOLT.

5/16" x 3/4" SLOTS

SIDE VIEW FRONT VIEW PLAN VIEW

3/32" THICK STAMPED

ANGLE BRACKET W/

(2) SLOTS

1 1 /2"

1 1/4"

1/2

3/4" 3/4"

1/2

/12

8"

9/6 4"

3/3 2"

R 3/6

4"

1/2"

EQ

EQ

THREADED SPRING CLIP

SIDE VIEWPLAN VIEW

CL

CL

CL

CL

CL

CL

ROSETTE

FASTENER, TYP.

NICHE COVER

PLATE, TYP.

NICHE COVER

MOUNTING

BRACKETS,

TYP.

PRECAST

COLUMBARIU

M NICHE UNIT,

TYP.

3/4"

3/4"

10 1/2"

3/4"

3/4"

1'-0"

1'- 3 3

/4" 3/4

3/4

1'-

2 1 /4"

3/4

3/4

LS500

TYP TYP. CONDITION AT INTERMEDIATE

SHELVES OF PRE-CAST UNIT

3/8" DIAMETER X 3" THREADED ROD, LOCK

WASHER & HEX NUTS & PLASTIC SHIMS

ROSETTE AND BOLT, TYP.

1/2" DIAMETER CAST IN PLACE

HOLE, TYP.

ROSETTE AND BOLT, SEE

DETAIL 7/LS500

NICHE COVER MOUNTING

BRACKET, SEE DETAIL 6/LS500

NICHE COVERS W/ PREDRILLED

7/16" DIA. HOLES TO ACCEPT

ROSETTE & BOLT - COVERS

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

7/8" DIAMETER, 1/16" THICK

CLEAR WASHER, TYP. (2) FOR

EACH ROSETTE

ROSETTE AND BOLT (TYP.)

THROUGH 7/16" DIAMETER PRE-

DRILLED HOLE

ALL EXPOSED CONCRETE (NICHE

FRONTS) SHALL BE GROUND OR

PATCHED SMOOTH; APPLY 2

COATS SPECIFIED HIGH BOND

SEALER SUPER COLOR COATING

1/2" DIAMETER CAST IN PLACE HOLE

PLASTIC SHIMS, TYP.

1/4" x 1 3/4"

EXPANSION BOLT,

LOCK WASHER &

HEX NUT, TYP.

LS500

8 TYP

FRONT - ELEVATION SIDE - SECTION

LS500

TYP

LS500

TYP

5A

5B

EMBEDDED WELD

PLATE, TYP.

S.S. WELD PLATE

PRECAST COLUMBARIUM

UNIT PRECAST CONCRETE

COLUMBARIUM UNIT, TYP.

EMBEDDED WELD

PLATE, TYP.

WELD PLATE

END COLUMN, SEE PLANS FOR

ADDITIONAL INFORMATION, TYP.

PRECAST COLUMBARIUM

UNIT, TYP.

WELD PLATE, RECESSED 1/4"

EMBEDDED WELD PLATE W/

NELSON STUD, TYP.

NATURAL STONE CAP

PLAN VIEW:

BACK TO BACK PRECAST

COLUMBARIUM

PLAN VIEW:

BACK TO BACK PRECAST

COLUMBARIUM TO END COLUMN

SECTION A-A' VIEW:

END COLUMN / STEM WALL CONNECTION

SECTION B-B' VIEW:

DOUBLE SIDED PRECAST

COLUMBARIUM CONNECTION

VARIES

VA

RI

ES

VA

RI

ES

VARIES

VARIES

VA

RI

ES

VARIES

A-A'

B-B'

NATURAL STONE CAP

WELD PLATE, RECESSED 1/4"

FROM TOP OF PRECAST UNIT

END COLUMN / STEM WALL, SEE

PLANS FOR ADDITIONAL

INFORMATION, TYP.

EMBEDDED WELD PLATE

W/ NELSON STUD, TYP.

PRECAST CONCRETE

COLUMBARIUM UNIT, TYP.

OVERALL COVER

11 1/4"

INSIDE NICHE FACE

10 1/2"

OV

ER

AL

L C

OV

ER

1'- 3 3

/4"

IN

SI

DE

N

IC

HE

F

AC

E 1'-

3"

1 1/4"

1/

4"

3/4" THICK BLANK

NICHE COVER

PLATE.

3/8" DIA. PRE-DRILLED

HOLE TO ACCEPT

BOLTS AND ROSETTES,

(4) TYPICAL DIA.

COORDINATE SIZE OF

HOLE WITH 3/16"

ROSETTE FASTENERS

EQ

EQ

EQ EQ

IN

SI

DE

N

IC

HE

B

AC

K 1'-

2 1 /2"

INSIDE NICHE FACE

10"

ALL EDGES OF THE

FRONT, BACK, AND

CORNERS SHALL BE

SMOOTH SAWN AND

FINISHED WITH A

CLEAN 1/8" ARIS

(EASED EDGE)

NOTE:

NICHE COVER TO BE PROVIDED BY GOVERNMENT & INSTALLED BY

CONTRACTOR

CL

C L

1/4" DIA. HOLE, CAST IN

PLACE - HOLE NOT TO

EXTEND THRU NICHE WALL

1/4" x 1 1/2" EXPANSION

BOLT, LOCK WASHER &

HEX NUT

1/4" DIA. HOLE, CAST IN

PLACE, TYP.

PLASTIC SHIMS, TYP.

1/4" x 1 3/4" EXPANSION

BOLT, LOCK WASHER &

HEX NUT

ALL EXPOSED NICHE FRONTS

SHALL BE A SMOOTH

SURFACE

NICHE COVERS W/ PRE-

DRILLED 3/8" DIA. HOLES TO

ACCEPT ROSETTE & BOLT

3/4" DIA. WASHER, TYP.

LS500

TYP

LS500

TYP

3/8

3/8

3/4

3/2

NOTE: SEE 6/LS500

FOR ISOMETRIC VIEW

TYPE 5B

TYPE 5A

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 PRECAST

DETAILS

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

7601 34TH AVE S, MINNEAPOLIS, MN 55450

894CM3044

JANUARY 14, 2026 JAF RJL18511

LS500

SCALE: 12" = 1'-0" (30" x 42" PAPER SIZE)6 NICHE COVER MOUNTING BRACKET - ISOMETRIC

SCALE: 3/4" = 1'-0" (30" x 42" PAPER SIZE)1 PRE-CAST COLUMBARIUM NICHE UNIT - 5 HIGH DETAIL

SCALE: 12" = 1'-0" (30" x 42" PAPER SIZE)7 ROSETTE FASTENER DETAIL SCALE: 12" = 1'-0" (30" x 42" PAPER SIZE)8 NICHE COVER MOUNTING BRACKET (S.S. CLIP ANGLE ASSEMBLY)

SCALE: 3" = 1'-0" (30" x 42" PAPER SIZE)3 NICHE COVER PLATE ATTACHMENT

SCALE: 1" = 1'-0" (30" x 42" PAPER SIZE)2 PRECAST COLUMBARIUM UNIT WELD PLATE DETAILS

SCALE: 3" = 1'-0" (30" x 42" PAPER SIZE)4 NICHE COVER PLATE (VA PROVIDED) / (CONTRACTOR INSTALLED) SCALE: 6" = 1'-0" (30" x 42" PAPER SIZE)5 NICHE COVER ATTACHMENT SECTION

NICHE COVER

PRECAST COLUMBARIUM

UNIT ANCHOR AS

REQUIRED BY

SPECIALTY ENGINEER

PRE-CAST COLUMBARIUM

UNIT

HORIZONTAL CELL VENT

INSTALLED 16" O.C. FROM

EACH END OF PRE-CAST

UNIT.

3/8" SEALANT W/BACKER

ROD

DECORATIVE ROCK MULCH

FLOWER STRIP

CAST-IN-PLACE STEM

WALL (SEE STRUCTURAL)

THICKENED EDGE CONCRETE

PAVEMENT; SEE 9/CS503

FREE-DRAINING AGGREGATE/

GRANULAR DRAINAGE BACKFILL

WRAP DRAINAGE FILL WITH NON-

WOVEN GEOTEXTILE FABRIC.

OVERLAP @ TOP 6" MIN.

HDPE PERFORATED DRAINTILE;

(SEE UTILITY PLAN)

STONE TYPE 1: 4" BASE STONE;

MORTARED SOLID IN PLACE

DAMP PROOFING HOLD DOWN 3"

BELOW FINISH GRADE; EXTEND

DAMP PROOFING DOWN TO TOP

OF FOOTING

/4

3/ 8"

2"

VA

RI

ES

1"

8" 9 3

/4"

MI

N 1/4

STONE TYPE 2

3/8" CONCAVE MORTAR JOINT

SEALANT

CONTINUOUS TERMINATION BAR

MORTAR MESH IN AIRSPACE, MIN 18"

HEIGHT OF WALL/COLUMN

TYPE 1 CELL VENT, (BEYOND) AT EACH JOINT

MORTAR HAUNCH

CONTINUOUS SELF ADHESIVE EPDM

THRU WALL FLASHING

3/8" MORTAR AT BOTTOM

STONE TYPE 1

1/2" EXPANSION JOINT

VA

RI

ES

THICKENED EDGE CONCRETE

PAVEMENT; SEE 9/CS503

3/8

1/

4"

" M

IN

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 TYPICAL

DETAILS

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

7601 34TH AVE S, MINNEAPOLIS, MN 55450

894CM3044

JANUARY 14, 2026 JAF RJL18511

LS501

SCALE: 3" = 1'-0" (30" x 42" PAPER SIZE)1 NICHE WALL BASE DETAIL, TYP.

SCALE: 3" = 1'-0" (30" x 42" PAPER SIZE)2 COLUMN BASE DETAIL, TYP.

ANCHORS AS DESIGNED AND

REQUIRED BY THE PRE-CAST

CONCRETE COLUMBARIUM UNIT

SPECIALTY ENGINEER.

1/2" SEALANT W/BACKER ROD,

CONT. ALONG CAP JOINT.

PRECAST NICHE UNITS,

WHERE APPLICABLE

CAP WIDTH

TYP.

1'-0" OVERHANG

HE

IG

HT

SL

AB HE

IG

HT

PE

AK

LS502

THREADED ROD ANCHORS -

SEE STRUCTURAL

1/2" SEALANT W/BACKER ROD,

CONT. ALONG CAP JOINT.

CONTINUOUS SELF

ADHESIVE EPDM

CAST-IN-PLACE CONCRETE.

STEM WALL, SEE PLANS

STONE VENEER

2"

HE

IG

HT

SL

AB HE

IG

HT

PE

AK

CAP WIDTH

LS502

EXTEND DAMP PROOFING 2" MIN.

ON TOP OF CIP CONCRETE.

WALL

TYPE 1 WEEP VENT (HORIZONTAL).

PLACE AT EVERY CAP JOINT (BEYOND)

CONT. SELF ADHESIVE EPDM

MEMBRANE, HOLD MEMBRANE

BACK 1/2" FROM FACE

TYPE 1 WEEP VENT (VERTICAL).

WEEP VENT SHALL NOT EXTEND PAST

STONE VENEER FACE, SPACE

LONGITUDINALLY EVERY 24"-36".

STONE TYPE 1: CAP

3/8" BACKER ROD AND

SEALANT

STONE TYPE 2 VENEER

CONT. SELF-ADHESIVE EPDM

MEMBRANE, OVERLAP 3", HOLD

BACK 1/2" FROM FACE, SET STONE

CAP IN MORTAR/GROUT BED.

THRU-WALL FLASHING

FT1/2"

3" MIN.

CL

DRIP EDGE

CONTINUOUS

AROUND CAP

1/2" 1"3/ 8"

1/4"

CONTINUOUS 1/2"

SEALANT

W/BACKER ROD

ALONG CAP SEAM

LS502

TYP

STONE TYPE1 : CAP

CONTINUOUS SELF

ADHESIVE EPDM

MORTAR & SHIMS AS

NECESSARY

TYPE 1 HORIZONTAL

CELL VENTS; LOCATE

AT EACH CAP JOINT

12" OVERHANG

3/8"

HORIZ CELL VENT

STONE CAP

JOINT SEALANT

BACKER ROD

3/8

T.O. NICHE UNIT

SELF-ADHERING

EPDM FLASHING

CROSS SECTION

128"

NUMBERS 8" HIGH, BEVEL CUT MATCH

DEPTH & CUT WIDTH TO COLUMBARIA

1, CENTER IDENTIFICATION NUMBERS

WITHIN MASONRY UNIT. FONT TO BE

OPTIMA, TYP. FOR ADDRESSING SEE

SHEET LS140; FOR PLACEMENT SEE

9/LS502

COLUMBARIA COURT IDENTIFICATION

LETTERING

TE

XT

H

EI

G H

T

1.

2.

3.

4.

5.

NOTES:

OPTIMA FONT TO MATCH EXISTING COLUMBARIA

ALL CHARACTERS TO BE SANDBLASTED TO A DEPTH OF 3/8" IN STONE

VENEER.

SEE ELEVATIONS FOR ROW INDICATOR LOCATIONS.

SEE ADDRESSING PLANS LS140 FOR COLUMN MARKER AND WALL ID

LOCATIONS

COLUMBARIUM COURTYARD IDENTIFICATION NUMBERS TO BE

SANDBLASTED INTO STONE VENEER. CENTER IDENTIFICATION NUMBERS

WITHIN MASONRY UNIT. SEE 3/LS200 FOR DETAILS.

A 4"

ROW ID MARKER

LETTERS 2" HIGH, BEVEL CUT MATCH

DEPTH & CUT WIDTH TO COLUMBARIA 1.

CENTER HORIZONTALLY AND

VERTICALLY AS SHOWN. FONT TO BE

OPTIMA AS SHOWN. FOR ADDRESSING,

SEE SHEET LS140; FOR PLACEMENT

SEE 10/LS502

10 4"

NICHE COLUMN NUMBERING

NUMBERS 2" HIGH, BEVEL CUT MATCH

DEPTH & CUT WIDTH TO COLUMBARIA 1,

CENTERED VERTICALLY AND

HORIZONTALLY ABOVE FIRST AND 10TH

COLUMN OF EACH NICHE BANK, EACH

SIDE. FONT TO BE OPTIMA AS SHOWN.

FOR ADDRESSING, SEE SHEET LS140; FOR

PLACEMENT SEE 8/LS502

COLUMBARIUM

NICHE COVER

FACE OF STONE CAP10

EQ

EQ

8"

LS502

EQ EQ

COLUMBARIUM WALL

NUMBER BEVEL CUT MATCH

DEPTH & CUT WIDTH TO

COLUMBARIA 1.CENTER

IDENTIFICATION NUMBERS

WITHIN MASONRY UNIT.

FONT TO BE OPTIMA TYP.

FOR ADDRESSING. NUMBERS

TO MATCH ASSOCIATED

WALL AND SIDE OF WALL.

REFER TO LS140 AND 6/LS502 12

EQ EQ

EQ

EQ

STONE TYP 2:

NATURAL

STONE VEENER

A

B

C

D

E

NICHE WALL

ID NUMBER

CL

CL

CL

CL

CL

A

B

C

D

E

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

2" TYP.

EQ EQ

EQ EQ EQ EQ

EQ EQ

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 CAP DETAILS

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

7601 34TH AVE S, MINNEAPOLIS, MN 55450

894CM3044

JANUARY 14, 2026 JAF RJL18511

LS502

SCALE: 1 1/2" = 1'-0" (30" x 42" PAPER SIZE)1 CAP SETTING SECTION DETAIL, TYP SCALE: 1 1/2" = 1'-0" (30" x 42" PAPER SIZE)2 CAP SETTING SECTION DETAIL, DOUBLE-SLOPE CAP

SCALE: 3" = 1'-0" (30" x 42" PAPER SIZE)3 COLUMN CAP SETTING DETAIL, TYP.

SCALE: 6" = 1'-0" (30" x 42" PAPER SIZE)5 CAP DRIP EDGE DETAIL, TYP SCALE: 3" = 1'-0" (30" x 42" PAPER SIZE)4 NICHE UNIT CAP SETTING DETAIL, TYP.

SCALE: 6" = 1'-0" (30" x 42" PAPER SIZE)6 NATURAL STONE CAP JOINT DETAIL, TYP.

SCALE: 1 1/2" = 1'-0" (30" x 42" PAPER SIZE)8 COLUMN ID MARKER, TYP.

SCALE: 1 1/2" = 1'-0" (30" x 42" PAPER SIZE)7 COLUMBARIUM WALL LETTERING AND NUMBERING

SCALE: 1" = 1'-0" (30" x 42" PAPER SIZE)9 COLUMBARIUM WALL IDENTIFICATION LETTERING, TYP.

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)10 ROW ID MARKER, TYP.

LS502

C2.1-PLAN

VERTICAL

FACE BELOW

C2.1-RIGHT

LENGTH

8'-1 1/2"

W

ID

TH

5' -9

O

VE

R H

AN

G

1' -0

O

VE

R H

AN

G

1' -0

RIDGELINE

VERTICAL

FACE BELOW

VERTICAL

FACE BELOW

C2.2-PLAN

C2.2-RIGHT

PE

AK

"SL

AB8"

W

ID

TH

5'

9"

LENGTH

1' - 8"

O

VE

R H

AN

G

2" O

VE

R

H

AN

G 2"

OVERHANG

2"

SL

AB8"

PE

AK

B1.2 - FRONT

LENGTH

1' - 1 5/8"

H

EI

G H

T

/4

WIDTH

4"

B1.2 - SIDE

B1.1 - FRONT

LENGTH

5' - 5"

H

EI

G H

T

/4

WIDTH

4"

B1.1 - SIDE

2"

3"ANGLED

REVEAL

2' - 5 1/2" 6" 2' - 5 1/2"

B1.3 - FRONT

LENGTH

11 5/8"

H

EI

G H

T

/4

WIDTH

4"

B1.3 - SIDE

B1.4 - FRONT

LENGTH

4' - 0 9/16"

H

EI

G H

T

/4

WIDTH

4 1/2"

B1.4 - SIDE

S1.2 - FRONT

LENGTH

2' - 1 1/8"

S1.2 - SIDES1.1 - FRONT

LENGTH

5 1/4"

H

EI

G H

T

1'

1/

WIDTH

2"

S1.1 - SIDE

WIDTH

4"

H

EI

G H

T

1'

1/

S1.4 - FRONT

LENGTH

1' - 4"

S1.4 - SIDES1.3 - FRONT

LENGTH

1' - 1 5/8"

H

EI

G H

T

1'

1/

WIDTH

4"

S1.3 - SIDE

WIDTH

4"

H

EI

G H

T

1'

1/

S2.1 - FRONT

LENGTH

5 1/4"

H

EI

G H

T

1'

1/

8"

WIDTH

2"

S2.1 - SIDE S2.2 - FRONT

LENGTH

1' - 2 9/16"

H

EI

G H

T

1'

1/

8"

WIDTH

4"

S2.2 - SIDE S2.3 - FRONT

LENGTH

1' - 1 5/8"

H

EI

G H

T

1'

1/

8"

WIDTH

4"

S2.3 - SIDE S2.4 - FRONT

LENGTH

11 5/8"

H

EI

G H

T

1'

1/

8"

WIDTH

4"

S2.4 - SIDE

S1.3

S2.3

S1.3S1.3

S2.3

S1.3 S1.1

S2.1

S2.1

S1.1

B1.1

S1.2

S2.2 S2.2

S2.5

S2.2S2.2

S1.2S1.2

S2.2 S2.2

S2.5

S2.2 S2.2

S1.2

C2.1

S2.1

TML

TSW

TOW C2.1

B1.3B1.3

S1.4

S2.4

S2.6

S2.4

S1.4 S1.4

S2.4

S2.6

S2.4

S1.4

S2.3

S2.3

B1.2B1.2

S2.3

S2.3

TML

TSW

TOW

LS503

TYP.

S1.3

S2.3

S2.3

S2.3

S1.3

S1.3

S2.3

S2.3

S2.3

S1.3

S1.4

S2.6

S1.4

S2.2

S2.2

S1.4

S2.6

S1.4

S2.2

S2.2

C2.2 C2.1C2.2C2.1

B1.2 B1.4 B1.4 B1.4 B1.4 B1.2 B1.1 B1.1

3/8"TYP.

TYP.

LS503

TOW

TSW

TML

STONE CAP PROFILES

BASE (TYPE 1) STONE PROFILES

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 STONE

PROFILES

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

7601 34TH AVE S, MINNEAPOLIS, MN 55450

894CM3044

JANUARY 14, 2026 JAF RJL18511

LS503

VENEER (TYPE 2) STONE PROFILES

STONE CAP SCHEDULE

CAP TYPE WIDTH LENGTH

SLAB

THICKNESS

PEAK

HEIGHT QUANTITY

C2.1 5'-9" 1'-8" 8" 11" 24 C2.2 5'-9" 8'-1 1/2" 8" 11" 57

STONE TYPE-1 BASE STONE SCHEDULE

STONE TYPE LENGTH WIDTH HEIGHT QUANTITY

B1.1 5'-5" 4" 11 1/4" 24 B1.2 1'-1 5/8" 4" 11 1/4" 48 B1.3 11 5/8" 4" 11 1/4" 48 B1.4 4'-0 9/16" 4 1/2" 11 1/4" 228

STONE TYPE-2 VENEER SCHEDULE

STONE TYPE LENGTH WIDTH HEIGHT QUANTITY

S1.1 5 1/4" 2" 1'-5 1/16" 48 S1.2 2'-1 1/8" 4" 1'-5 1/16" 96 S1.3 1'-1 5/8" 4" 1'-5 1/16" 96 S1.4 1'-4" 4" 1'-5 1/16" 96 S2.1 5 1/4" 2" 1'-4 1/8" 72 S2.2 1'-2 9/16" 4" 1'-4 1/8" 192 S2.3 1'-1 5/8" 4" 1'-4 1/8" 144 S2.4 11 5/8" 4" 1'-4 1/8" 96 S2.5 2'-1 1/8" 4" 1'-4 1/8" 48 S2.6 1'-4" 4" 1'-4 1/8" 48

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

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)3 COLUMBARIUM STONE SECTION ELEVATION, TYP.

SCALE: 1/2" = 1'-0" (30" x 42" PAPER SIZE)1 COLUMBARIUM STONE ELEVATION TYP. 4

NOTE: IF THERE IS A DISCREPANCY BETWEEN THE

QUANTITY OF STONE SHOWN ON THE PLAN AND THE

QUANTITY SHOWN IN THE SCHEDULE ABOVE, THE

QUANTITY OF STONE SHOWN ON THE PLAN SHALL TAKE

PRECEDENCE.

GENERAL CONSTRUCTION NOTES:

1. ALL WORK SHALL COMPLY WITH THE PG-18-10 STRUCTURAL DESIGN MANUAL DATED

7/1/2023 AS APPROVED BY THE DEPARTMENT OF VETERANS AFFAIRS. THE FOLLOWING

CODES APPLY:

-INTERNATIONAL BUILDING CODE 2024

-ASCE/SEI 7-22

-VA HANDBOOK H-18-8 SEISMIC DESIGN REQUIREMENTS

2. REFERENCE STANDARDS: UNLESS OTHERWISE NOTED (U.O.N.), ALL STANDARDS SHALL

BE CURRENT EDITION, WITH LATEST ADDENDA, IF APPLICABLE.

3. THE CONTRACTOR SHALL VERIFY ALL CONTRACT DOCUMENTS, SITE ELEVATIONS,

DIMENSIONS AND CONDITIONS PRIOR TO STARTING WORK AND SHALL NOTIFY THE

ARCHITECT/ ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES.

4. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES.

5. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE

FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE

MEANS OR METHOD OF CONSTRUCTION. TEMPORARY BRACING AND SHORING AGAINST

WIND AND ERECTION CONDITIONS DURING CONSTRUCTION OF THE BUILDING, SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS SOLELY

RESPONSIBLE FOR THE PROTECTION OF THE STRUCTURE DURING ALL PHASES OF

DEMOLITION, CONSTRUCTION, AND INSTALLATION.

6. NO AREA OF THE STRUCTURE SHALL BE LOADED WITH CONSTRUCTION MATERIALS OR

EQUIPMENT THAT EXCEEDS FINAL DESIGN CRITERIA.

7. VERIFY LOCATION OF BOX OUTS AND OPENINGS WITH MECHANICAL CONTRACTORS.

OPENING SIZES AND LOCATIONS SHOWN FOR PIPES, DUCTS ETC. ARE FOR GENERAL

INFORMATION ONLY AND SHALL BE VERIFIED WITH THE MECHANICAL CONTRACTOR

BEFORE COMMENCING THE WORK.

8. IF MECHANICAL AND ELECTRICAL EQUIPMENT SIZES, WEIGHTS, OR LOCATIONS DO NOT

COINCIDE WITH EQUIPMENT SHOWN ON PLANS, COORDINATE ADJUSTMENTS WITH THE

STRUCTURAL ENGINEER.

9. HOLES, PIPES, SLEEVES, ETC. NOT SHOWN ON THE DRAWINGS MUST BE APPROVED BY

THE STRUCTURAL ENGINEER BEFORE PLACEMENT THROUGH STRUCTURAL MEMBERS.

10. CONTRACTOR SHALL PROVIDE A CAST-IN SLEEVE FOR ALL HORIZONTAL ELEMENTS

THAT EXTEND THROUGH FOOTING. IE: DRAIN TILE, ELECTRICAL CONDUIT, MECHANICAL

PIPING, ETC. ALL SLEEVES SHALL BE COORDINATED WITH ARCHITECT/ENGINEER.

11. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC., SHALL BE

DIMENSIONED, REVIEWED, COORDINATED, AND SIGNED/ STAMPED BY THE GENERAL

CONTRACTOR PRIOR TO SUBMITTING TO THE STRUCTURAL ENGINEER.

12. FABRICATOR SHALL CLEARLY NOTE CHANGES MADE IN THE SHOP DRAWINGS WHICH DO

NOT COMPLY WITH THE CONTRACT DOCUMENTS. REVIEWED APPROVAL SHOP

DRAWINGS SHOWING ENGINEERS COMMENTS ACCOMPANIED WITH RECORD SET SHOP

SHOP DRAWINGS, SHALL BE AVAILABLE FOR REFERENCE AT THE CONSTRUCTION SITE.

13. CONCRETE ANCHORS SHALL BE SIMPSON 'TITEN HD" SCREW ANCHORS OR EQUIVALENT

(U.O.N.). INSTALL ANCHORS USING THE MANUFACTURER'S RECOMMENDATIONS.

FOUNDATION NOTES:

1. FOOTING ELEVATIONS ARE TO TOP OF FOOTING (T.O. FTG.), UNLESS OTHERWISE

NOTED.

2. FOOTINGS ARE DESIGNED FOR A MINIMUM NET ALLOWABLE SOIL BEARING

PRESSURE OF3000 psf FOR CONTINUOUS AND 3000 psf FOR PAD FOOTINGS.

FOUNDATION DESIGN COMPLIES W/ GEOTECHNICAL REPORT DATED: JUNE 13, 2025

BY TERRACON

3. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED SOIL OR ENGINEERED FILL.

SOILS SHALL BE OBSERVED AND APPROVED BY A GEOTECHNICAL ENGINEER

PRIOR TO PLACEMENT OF FOOTING CONCRETE. IF NATURAL UNDISTURBED SOILS

ARE NOT ENCOUNTERED AND/OR INADEQUATE SOILS ARE NOTED AT FOOTING

BEARING LEVEL, ARCHITECT/ENGINEER SHALL BE NOTIFIED PRIOR TO

PROCEEDING WITH FURTHER WORK AT THOSE FOOTING LOCATIONS.

4. PROTECT FOOTINGS FROM THE ACTION OF WATER OR FREEZING.

5. FOOTINGS ARE CENTERED UNDER WALLS ABOVE - UNLESS OTHERWISE NOTED.

6. PRIOR TO PLACEMENT OF FOOTING CONCRETE, CLEAN FOOTING EXCAVATIONS OF

SNOW, WATER AND DEBRIS.

7. FOOTINGS MAY NOT BE EARTH FORMED.

EXCAVATION & BACKFILL NOTES:

1. EXCAVATION AND BACKFILL SHALL BE EXECUTED IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS.

2. BACKFILL, & COMPACTION SHALL BE INSPECTED AND CERTIFIED BY A LICENSED

GEOTECHNICAL ENGINEER. REPORTS ARE TO BE SUBMITTED TO THE

ARCHITECT/ ENGINEER.

3. FOOTING EXCAVATIONS SHALL BE EXCAVATED TO PROPER LINE AND LEVEL TO

ENSURE MINIMUM CONCRETE COVER OF FOOTING REINFORCEMENT FOR

FOOTING DEPTH.

4. BACKFILL SHALL BE COMPACTED BY MECHANICAL MEANS. FLOODING OR

WATER INUNDATION SHALL NOT BE PERMITTED.

5. BACKFILL SHALL BE PLACED IN ALTERNATING LIFTS ON EACH SIDE OF THE

FOUNDATION WALLS TO MAINTAIN STABILITY OF THE FOUNDATION WALLS.

6. BACKFILL SHALL NOT BE PLACED AGAINST BASEMENT FOUNDATION WALLS

UNLESS WALLS ARE ADEQUATELY BRACED TOP AND BOTTOM. FINAL WALL

BRACING IS BASEMENT SLAB OR ENGINEERED BACKFILL AND 1ST FLOOR

STRUCTURE. IF THESE ELEMENTS ARE NOT IN PLACE AT TIME OF BACKFILL,

CONTRACTOR SHALL PROVIDE AN ENGINEERED, TEMPORARY BRACING

SYSTEM. THE TEMPORARY BRACING SYSTEM PROPOSED SHALL BE SUBMITTED

TO THE ARCHITECT/ ENGINEER FOR REVIEW PRIOR TO BACKFILLING.

CONCRETE NOTES:

1. CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE

INSTITUTE (ACI) CODES AND SPECIFICATIONS, LATEST EDITION. ACI 301

"SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACI 315 "DETAILS &

DETAILING OF CONCRETE REINFORCEMENT" ACI 318 "BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE".

2. CONCRETE MIX DESIGN SHALL BE BY AN INDEPENDENT TESTING

LABORATORY.

3. CAST-IN-PLACE CONCRETE SHALL BE SUBJECT TO TESTING BY AN

INDEPENDENT TESTING LABORATORY. SEE PROJECT SPECIFICATIONS

FOR REQUIREMENTS.

4. NON WELDED REINFORCING STEEL SHALL BE GRADE 60 DEFORMED,

BILLET-STEEL, ASTM A615, U.O.N. ALL WELDED WIRE FABRIC (WWF)

SHALL BE PLAIN, ASTM A185.

5. WELDED REINFORCING STEEL SHALL BE GRADE 60, LOW CARBON, ASTM

A706.

6. PROVIDE EXTRA REINFORCEMENT AROUND ALL OPENINGS GREATER

THAN 12" SQUARE OR 12" IN DIAMETER, INCLUDING DOOR OPENINGS, IN

CONCRETE WALLS & SLABS. PROVIDE 2 - #5 BARS @ 3" O.C., ON EACH

SIDE OF THE OPENING EXTENDING 24" BEYOND THE CORNER OF THE

OPENING & 2 - #5 BARS AT 3" O.C. BY 3'-0" LONG DIAGONAL BARS AT EACH

CORNER. PLACE DIAGONAL BARS CENTERED ON CORNER @ 2" CLEAR

OF CORNER. ADDITIONAL REINFORCEMENT SHALL BE PROVIDED AT EACH

LAYER OF REINFORCING.

7. REINFORCING STEEL SHALL BE BENT, SPLICED, AND PLACED IN

ACCORDANCE WITH THE ACI 301 (LATEST EDITION).

8. PROVIDE ADEQUATE SUPPORT BARS AND ACCESSORIES TO HOLD

REINFORCING BARS FIRMLY IN PLACE TO SPECIFIED COVERAGES.

9. CONTROL JOINTS SHALL BE PLACED IN A SQUARE PATTERN WITH A

MAXIMUM SPACING OF 10' - 0" O.C. FOR 4" THICK SLAB, 12' - 0" O.C. FOR 5"

THICK SLAB, 15' - 0" O.C. FOR 6" THICK SLAB. WHERE A SQUARE PATTERN

IS NOT POSSIBLE, THE MAXIMUM LONG SIDE TO SHORT SIDE OF THE

JOINT PATTERN SHALL NOT EXCEED A RATIO OF 1.5:1. CONSTRUCTION

JOINTS SHALL BE LOCATED BY THE CONTRACTOR AS REQUIRED FOR

CONSTRUCTION WITH A MAXIMUM OF 3,000 SQUARE FEET.

10. CAST DOWELS, WITH STD 90 DEGREE HOOK, IN FOOTINGS FOR

CONCRETE PIERS AND WALLS ABOVE. DOWELS SHALL BE THE SAME SIZE

AND NUMBER AS THE VERTICAL REINFORCING. (U.O.N.)

11. CONCRETE MIX DESIGNS REQUIREMENTS: - AGGREGATES SHALL

CONFORM TO ASTM C33. - CONCRETE EXPOSED TO FREEZE THAW SHALL

HAVE 4.5%-7.5% AIR. - WATER/CEMENT RATIO 0.55 MAX. FOR FOOTINGS

AND WALLS, 0.5 MAX. FOR SLABS - NO FLY ASH IN EXPOSED SLABS, 0.25

MAX. FLY ASH/CEMENT RATIO IN ALL OTHER APPLICATIONS - WATER

PROOFING ADMIXTURE ADD FOR EXTERIOR EXPOSED CONCRETE.

12 INJECTION ADHESIVE ANCHORS SHALL BE SIMPSON "SET-3G" USING

STANDARD 36 KSI THREADED RODS (U.O.N.). SEE SPECIFICATIONS FOR

USAGE. INSTALL ANCHORS IN STRUCTURAL CONFORMANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS.

CAST-IN-PLACE CONCRETE COMPRESSIVE STREGNTHS

FOOTINGS 4000 psi.

EXTERIOR FOUNDATION WALLS 4000 psi.

PIERS 4000 psi.

REINFORCING CLEAR CONCRETE COVER

CONCRETE ON SOIL 3"

SLABS ON GRADE MIDHEIGHT

FORMED WALLS & STRUCTURAL SLABS EXPOSED TO EARTH OR

WEATHER: #6 THRU #18

2"

FORMED WALLS & STRUCTURAL SLABS EXPOSED TO EARTH OR

WEATHER: #5 OR SMALLER

1 1/2"

FORMED WALLS & STRUCTURAL SLABS NOT EXPOSED TO EARTH OR

WEATHER: #11 AND SMALLER

3/4"

BEAMS AND COLUMNS (COVER TO STIRRUPS OR TIES) 1 1/2"

CONC. REINFORCING BAR LAP SPLICE

SCHEDULE

BAR SIZE

f'c = 3000 psi.

f'c = 4000 psi.

f'c = 5000 psi.

CLASS

"B"

CLASS

"B"

CLASS

"B"

#3 22" 20" 18"

#4 30" 26" 22"

#5 36" 32" 28"

#6 44" 38" 34"

#7 64" 54" 50"

#8 72" 62" 56"

#9 82" 70" 64"

#10 92" 80" 70"

#11 102" 88" 78"

BAR LAP SCHEDULE NOTES:

A. REINFORCING BAR LAP SPLICE SCHEDULE APPLIES TO UNCOATED, GRADE 60

REINFORCING BAR NORMAL WEIGHT CONCRETE.

B. PROVIDE CLASS "B" LAP UNLESS OTHERWISE NOTED.

C. FOR EPOXY COATED BAR, MULTIPLY THE NOTED LENGTHS BY 1.5.

D. FOR LIGHT WEIGHT CONCRETE, MULTIPLY THE NOTED LENGTHS BY 1.3.

E. MAXIMUM SPACING OF BARS BEING LAPPED IS ONE FIFTH THE LAP SPLICE

LENGTH, NOT TO EXCEED 6".

F. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE

PLACED BELOW HORIZONTAL REINFORCEMENT.FOR TOP BARS, MULTIPLY THE

NOTED LENGTHS BY 1.3.

16. DESIGN LOADS:

LATERAL LOADS

(WIND - MSFRS)

IMPORTANCE FACTOR 1.0 Iw

ULTIMATE WIND SPEED (3 SECOND GUST) 102 MPH.

NOMINAL WIND SPEED 79 MPH.

RISK CATEGORY I

WIND EXPOSURE "C"

INTERNAL PRESSURE COEFF +/- 0.18

LATERAL LOADS

(SEISMIC - MSFRS)

RISK CATEGORY I

SEISMIC IMPORTANCE FACTOR Ie = 1

MAPPED SPECTRAL RESPONSE Ss =0.053

MAPPED SPECTRAL RESPONSE S1 = 0.035

DESIGN SPECTRAL RESPONSE Sds = 0.052

DESIGN SPECTRAL RESPONSE Sd1 = 0.054

SITE CLASS D

SEISMIC DESIGN CATEGORY A

SEISMIC FORCE RESISTING SYSTEM RIGID NON-BUILDING

STRUCTURE

DESIGN BASE SHEAR V = 0.0156W

SEISMIC RESPONCE COEFFICIENT Cs = 0.0156

RESPONSE MODIFICATION FACTOR N/A

ANALYSIS PROCEDURE RIGID NON-BUILDING

STRUCTURE

ABBREVIATIONS & SYMBOLS:

+/- PLUS OR MINUS

@ AT

A.B. ANCHOR BOLT

A.P.A. AMERICAN PLYWOOD

ASSOCIATION

A.S.T.M. AMERICAN SOCIETY OF TESTING

MATERIALS

ARCH. ARCHITECTURAL

B.B. BOND BEAM

B.O. BOTTOM OF

BLK. BLOCK

BM. BEAM

BOT. BOTTOM

BRG. BEARING

C CHANNEL

C.M.U. CONCRETE MASONRY UNIT

CCJ CONSTRUCTION CONTROL JOINT

CJ CONTROL JOINT

CL. CENTER LINE

CLR. CLEAR

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONT. CONTINUOUS

D.L. DEAD LOAD

D.T. DOUBLE TEE / DRAIN TILE

DBL. DOUBLE

DIA. DIAMETER

DIM. DIMENSION

DWL. DOWEL

E.F. EACH FACE

E.J. EXPANSION JOINT

E.W. EACH WAY

EA. EACH

EL. ELEVATION

ELEV. ELEVATOR

EQ. EQUAL

EX. EXISTING

EXC. EXCAVATION

EXP. EXPANSION

F.D. FLOOR DRAIN

FDN. FOUNDATION

FT. FEET

FTG. FOOTING

G.C. GENERAL CONTRACTOR

G.T. GIRDER TRUSS

GA. GAUGE

GALV. GALVANIZE

HC. HOLLOWCORE

HORIZ. HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION

I.F. INSIDE FACE

INT. INTERIOR

JST. JOIST

KLF. KIPS PER LINEAR FOOT

KSI. KIPS PER SQUARE INCH

L ANGLE

LB LEDGER BEAM

LL LIVE LOAD / DOUBLE ANGLE

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG. LONGITUDINAL

LWC LIGHT WEIGHT CONCRETE

M.C. MECHANICAL CONTRACTOR

MAS. MASONRY

MAX. MAXIMUM

MECH. MECHANICAL

MFG. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

MTL. METAL

N. NORTH

N.T.S. NOT TO SCALE

NS. NON-SHRINK

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OUTSIDE FACE

O.H. OVERHEAD

OPNG. OPENING

ORIG. ORIGINAL

P.A.F. POWDER ACTUATED FASTENER

P.C. PRECAST CONCRETE

PART. PARTITION

PL. PLATE

PLF POUNDS PER LINEAR FOOT

PNL. PANEL

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PW PLYWOOD

R. OR

RAD.

RADIUS

R.D. ROOF DRAIN

REINF. REINFORCING

REQD. REQUIRED

S.A. STUD ANCHOR

S.B. SOIL BORING

S.D. SEE DETAIL

S.D.L. SUPERIMPOSED DEAD LOAD

S.E.R. STRUCTURAL ENGINEER OF

RECORD

S.L. SNOW LOAD

S.L.L. SUPERIMPOSED LIVE LOAD

S.S. STAINLESS STEEL

SCHED. SCHEDULE

SHT. SHEET

SIM. SIMILAR

SPA. SPACING / SPACES

SPECS. SPECIFICATIONS

SQ. SQUARE

STD. STANDARD

STL. STEEL

T & B TOP & BOTTOM

T & G TONGUE & GROOVE

T.O. TOP OF

T.O.B. TOP OF BEAM

T.O.J. TOP OF JOIST

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

T.S.E. TOP OF STEEL ELEVATION

TEMP. TEMPORARY

THK. THICK / THICKENED

TRANS. TRANSVERSE

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

V. / VER. VERIFY

VERT. VERTICAL

W.L. WIND LOAD

W/ WITH

W/O WITH OUT

WD. WOOD

WTS. WEIGHTS

WWF WELDED WIRE FABRIC

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

Construction and Facilities Management

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

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ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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2026.1.14

BID DOCUMENTS

1.14.2026

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NOTE SHEET

JANUARY/14/2026 EW DW

S-001

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

PRE-CAST CONCRETE COLUMBARIUM UNITS - DELEGATED DESIGN REQUIREMENTS:

1. THE CONTRACTOR SHALL PROVIDE STRUCTURAL DESIGN OF THE PRE-CAST CONCRETE

COLUMBARIUM UNITS. STRUCTURAL DESIGN SHALL BE SUBMITTED BY THE CONTRACTOR TO

THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND ENGINEER OF RECORD (EOR) AS A

DELEGATED DESIGN SUBMITTAL. DELEGATED SUBMITTALS SHALL INCLUDE DRAWINGS AND

CALCULATIONS STAMPED AND SIGNED BY AN ENGINEER APPROPRIATELY LICENSED IN THE

STATE OF CONSTRUCTION.

2. THE PURPOSE OF THE EOR'S REVIEW SHALL BE IN DETERMINING THE DRAWINGS AND

CALCULATIONS HAVE BEEN PROPERLY SEALED, THAT THE LOAD CRITERIA IS IN GENERAL

CONFORMANCE WITH THE CONTRACT DOCUMENTS AND THE REFERENCED BUILDING CODE(S),

AND THAT CONNECTIONS TO THE PRIMARY STRUCTURE COMPLY WITH THE STRUCTURE'S

DESIGNED CAPABILITIES.

INCLUDED IN THE STRUCTURAL CALCULATIONS AND DESIGN, AT MINIMUM, SHALL BE:

A. DESIGN OF PRE-CAST CONCRETE COLUMBARIUM UNITS.

B. CONNECTION OF PRE-CAST UNITS TO STRUCTURAL FOUNDATIONS, BOTTOM AND TOP.

C. CONNECTION OF PRE-CAST UNITS, BACK TO BACK AND END TO END.

D. CONNECTION OF PRE-CAST UNITS TO NATURAL STONE CAPS.

3. REFER TO SPECIFICATION 03 48 24 - PRE-CAST CONCRETE COLUMBARIUM UNITS.

4. THE STRUCTURAL ENGINEER WILL RELY ON THE SPECIALTY ENGINEER'S SEAL AS

CERTIFICATION THAT THE ITEMS DESIGNED BY THE SPECIALTY ENGINEER COMPLY WITH THE

CRITERIA SET FORTH IN THE CONTRACT DOCUMENTS AND APPLICABLE CODES AND

STANDARDS. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY

OF DESIGNS PROVIDED BY OTHERS.

DEFERRED SUBMITTAL SCHEDULE:

PRECAST COLUMBARIUM NICHES & CONNECTIONS

Revisions: Date: 45 OF 57

A

B

C

D

E

1 2 3 4 5 6 7 8 9

24' - 5 5/8" 17' - 2 1/8" 8' - 2" 8' - 1 7/8" 25' - 4" 8' - 2" 8' - 1 7/8" 41' - 7 3/4"

F

P1 P1 P1 P1 P1 P1

P1P1

P1P1

P1P1

FC6

FC6

FC6

FC6

FC6

S-301

P1

P1

FC6

P1

P1 P1

FC6

P1 P1

FC6

P1 P1

FC6

P1 P1

FC6

+ SHEET NOTES

T.O.F.=SEE LA

T.S.W.=SEE LA

T.M.L.=SEE LAT.O.W.=SEE LA

P1

FC6

FC6

3'

6"

13' - 2" 13' - 2" 12' - 2" 12' - 2" 15' - 2" 15' - 2"

13' - 2" 13' - 2"

15' - 2" 15' - 2"

15' - 2"15' - 2"

15' - 2"15' - 2"

15' - 2"15' - 2"12' - 2" 12' - 2"

12' - 2"12' - 2"

13' - 2"

8" 8" 8"

8" 8"

8"

8" 8"

8" 8"

8" 8"

8" 8"

8" 8"

8" 8"

8" 8"

8" 8"

8" 8"

CJCJ

CJCJ

CJCJ

CJCJ

CJCJ

CJCJCJCJ

CJCJ

CJCJ

CJ

CJCJ

North

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

Construction and Facilities Management

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

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ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18511

2026.1.14

BID DOCUMENTS

1.14.2026

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FOOTING & FOUNDATION PLAN

JANUARY/14/2026 EW DW

S-101

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

1. VERIFY ALL DIMENSIONS WITH LANDSCAPE ARCHITECTURAL DRAWINGS.

2. SEE SHEET S001 FOR GENERAL STRUCTURAL NOTES.

3. P# = PIER MARK - SEE PIER SCHEDULE ON THIS SHEET.

4. FC/S/T# = FOOTING MARK - SEE FOOTING SCHEDULE ON THIS SHEET.

5. TOP OF FOOTING ELEVATION IS INDICATED AS 5'-0" BELOW THE TOP OF

MASONRY LEDGE. SEE LA DRAWINGS FOR CONFIRMATION OF FINAL

ELEVATIONS. THE MINIMUM TOP OF FOOTING ELEVATION SHALL BE 5'-0"

BELOW FINISHED GRADE. NOTIFY ENGINEER IMMEDIATELY IF SITE

CONDITIONS DO NOT ALLOW THIS REQUIREMENT TO BE MET.

6. = CONSTRUCTION JOINT LOCATION - S.D. 3/S301

SHEET NOTES:

3/16" = 1'-0"

FOOTING & FOUNDATION PLAN

T.O. EXT. FOOTING EL. = 5'-0" BELOW TML

Schedule - Footings

MARK WIDTH DEPTH

REINFORCING

TRANSVERSE LONGITUDINAL

FC6 6'-0" CONT. 1'-0" #5 @ 1'-0" O.C. 8 - #5

Schedule Notes - Pier

MARK PIER SIZE COMMENTS

P1 1'-6"x5'-5" S.D. 2/S301

CJ

Revisions: Date: 46 OF 57

T.S.W.

EL. = SEE LA

STONE VENEER

SEE LA

T.O.W.

EL. = SEE LA

T.M.L.

EL. = S.D.1-S301

T.S.W.

EL. = SEE LA

EL. = S.D. 1-S301

T.O.W.

EL. = SEE LA

5" 2' - 8" 5"

3" CLR.

TYP.

SEE PLAN FOR

FOOTING

SIZE & REINF. &

ELEV.

4-ROWS #5 VERTS

@ 1'-0" O.C.

DWL. TO MATCH

@ EACH VERT.

#5 HORIZ. @ 8"

O.C. @ EA. ROW OF VERTS

3' - 6"

TYP.

1 1/2" CLR. EQ EQ EQ

VARIES

SEE LA/CIVIL

GRID

STONE CAP - SEE LA

PRECAST NICHE

UNIT - SEE LA

STAINLESS STEEL

ANCHORAGE BY

PC SUPPLIER

1/2" JOINT

STAINLESS STEEL ANCHORS

INTO NICHE UNITS BY PC

SUPPLIER

M

IN

/8

DWL. TO MATCH

@ EA. VERT.

SEE PLAN FOR

FOOTING SIZE,

REINF. & ELEV.

STONE VENEER

SEE LA

3" CLR. TYP.

TYP.

1 1/2" CLR.

VARIES

SEE LA/CIVIL

3 - #3 TIES

@ 3" O.C.

SIZE & REINF.

SEE PLAN FOR

GRID

MARK P1

RUN FDN. WALL

REINF. THRU PIER

TYP.

14 - #6 VERTS W/ #3

TIES @ 1'-0" O.C. U.O.N.

1' - 6"

5" 8" 5"

GRID

5" 2'

8"

5"

5'

5"

5" 4'

7"

5"

GRID STONE CAP - SEE LA

TYP.

1 1/2" CLR.

T.M.L.

1/2" DIA. x 6" HAS-R 316

STAINLESS STEEL

THREADED ROD W/ HILTI

HIT-HY 200 ADHESIVE 4

PER CAP

M

IN

NOTE:

1. NOTIFY LANDSCAPE ARCHITECT IF JOINTS EXCEED CRITERIA

BELOW.

2. JOINT MAXIMUM SPACING = 20'-0" FOR WALLS 3'-0" OR GREATER.

3. JOINT MAXIMUM SPACING = 30'-0" FOR WALLS 2'-0" - 3'-0"

4. JOINT MAXIMUM SPACING = 45'-0" FOR WALLS 2'-0" AND SMALLER

1"

1/2"

S

IZ

E

R E

IN

F

S E

E P

LA

N

F O

R

1 1/2"

6" 6"

SEE SCHED.

LAP SPLICE3" CLR.VERT. CAULK JOIST @

EACH FACE

2" x 6" x 6" LONG. VERT. KEYWAY (2" x 4" x 6" @ 8" WALL) EVENLY

SPACED BETWEEN HORIZ. REINF.

SPACING. KEYWAY CONT. WHERE

WATERSTOP IS REQUIRED

VERT. CAULK

VERT. ROD STOCK

WATERSTOP

WHERE

REQUIRED

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

Construction and Facilities Management

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

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ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18511

2026.1.14

BID DOCUMENTS

1.14.2026

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FOOTING & FOUNDATION DETAILS

JANUARY/14/2026 EW DW

S-301

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

1/2" = 1'-0"S-301

1 FOUNDATION WALL DETAIL

1/2" = 1'-0"S-301

2 EXTERIOR PIER DETAIL

1/2" = 1'-0"S-301

3 WALL CONSTRUCTION JOINT DETAIL

Revisions: Date: 47 OF 57

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

3"

4"

4"

SECTIO

N 19

SECTION 38

IR102 / IR104

IR103 / IR105

SORENSEON DRIVE

PEC

K AVE

PRUDEN DRIVE

KR

AU

S D R

IVE

M

AIN

LI

NE A

ND W

IR

E P

ATH

S A

PPROXIM

ATE

LY

' F

ROM

C

OLU

M

BARIA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 12, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

CONSTRUCTION

DOCUMENTSIRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

KEY MAP

N.T.S.

2026.01.14

ADDENDUM ONE 2026.03.27

LI100

IRRIGATION OVERALL

SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.

1" =

60' 0' 30' 60' 240'

60'

SHEET DESCRIPTION

IR100 IRRIGATION OVERVIEW

IR101 IRRIGATION DEMOLITION PLAN

IR102 SECTION 38 IGC IRRIGATION DEMOLITION PLAN

IR103 SECTION 19 COLUMBARIA IRRIGATION DEMOLITION PLAN

IR104 IRRIGATION OVERALL PLAN

IR105 SECTION 38 IGC IRRIGATION PLAN

IR106 SECTION 19 COLUMBARIA IRRIGATION PLAN

IR200 IRRIGATION DATA

IR500 IRRIGATION DETAILS

SHEET_INDEX

GENERAL DIRECTION

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

CONSTRUCTION

DOCUMENTS

(FONT CHANGED TO ARIAL)

2026.03.31 48 OF 57

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

3"

4"

4"

SECTIO

N 19

SECTION 38

IR102 / IR104

IR103 / IR105

SORENSEON DRIVE

PEC

K AVE

PRUDEN DRIVE

KR

AU

S D R

IVE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

EXISTING IRRIGATION LATERAL TO BE REMOVED. REMOVE

PIPE AND RETURN EQUIPMENT TO CLIENT.

EXISTING IRRIGATION MAINLINE TO BE REMOVED. REMOVE

PIPE AND RETURN EQUIPMENT TO CLIENT.

EXISTING IRRIGATION LATERAL TO BE PROTECTED.

EXISTING IRRIGATION MAINLINE TO BE PROTECTED.

EXISTING IRRIGATION CONTROLLER AND WIRES TO BE

PROTECTED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 12, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

CONSTRUCTION

DOCUMENTSIRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

KEY MAP

N.T.S.

2026.01.14

ADDENDUM ONE 2026.03.27

LI101

IRRIGATION DEMOLITION PLAN

SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.

1" =

60' 0' 30' 60' 240'

60'

2026.03.31 49 OF 57

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

EXISTING IRRIGATION LATERAL TO BE REMOVED. REMOVE

PIPE AND RETURN EQUIPMENT TO CLIENT.

EXISTING IRRIGATION MAINLINE TO BE REMOVED. REMOVE

PIPE AND RETURN EQUIPMENT TO CLIENT.

EXISTING IRRIGATION LATERAL TO BE PROTECTED.

EXISTING IRRIGATION MAINLINE TO BE PROTECTED.

EXISTING IRRIGATION CONTROLLER AND WIRES TO BE

PROTECTED.

3"

4"

SECTION 38

SORENSEON DRIVE

EXISTING MAINLINE TO BE USED.

EXISTING MAINLINE

TO BE USED.

EXISTING MAINLINE

TO BE USED.

EXISTING WIRE PATH TO BE USED.

NEW STATIONS SHALL FOLLOW

AND USE EXISTING WIRE PATH.

PEDESTAL SATELLITE

CONTROLLER 7 . CONNECT SIX

NEW IRRIGATION CONTROL VALVE

WIRES AND COMMON WIRE TO THIS

SATELLITE. REFER TO WIRE

COLOR ROTATION CHART. OBTAIN

ZONE DESIGNATION AND

SEQUENCING GUIDANCE FROM

CEMETERY STAFF.

LOCATE AND PROTECT PEDESTAL

SATELLITE CONTROLLER 115VOLT

POWER SUPPLY WIRES AND ALL

IRRIGATION SIGNAL WIRES AND

COMMON WIRES.

EXISTING IRRIGATION STATION TO

REMAIN IN SERVICE.

EXISTING IRRIGATION STATION TO

REMAIN IN SERVICE.

EXISTING IRRIGATION STATION TO

REMAIN IN SERVICE.

EXISTING IRRIGATION STATIONS

TO REMAIN IN SERVICE.

EXISTING IRRIGATION

STATIONS TO REMAIN

IN SERVICE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 12, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

CONSTRUCTION

DOCUMENTSIRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

KEY MAP

N.T.S.

2026.01.14

ADDENDUM ONE 2026.03.27

LI102

SECTION 38 IGC IRRIGATION

DEMOLITION PLAN

SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.

1" =

20' 0' 10' 20' 40'

20'

2026.03.31 50 OF 57

APPROXIMATE LOCATION OF

8-INCH AND 10-INCH PRESSURE

PRESSURE MAINLINE TEE

INTERSECTION. NORTH EAST

INTERSECTION OF PRUDEN DRIVE

AND KRAUS AVE.

SECTIO

N 19

APPROXIMATE LOCATION OF TWO

PEDESTAL SATELLITE

CONTROLLERS, LOW VOLTAGE

WIRES AND 115 VOLT POWER

WIRES TO BE RELOCATED

NORTHWARD ALONG THE WEST

SIDE OF KRAUS DR

APPROXIMATELY 300 FEET TO A

LOCATION OUTSIDE THE LIMITS OF

CONSTRUCTION TO BE APPROVED

BY COR.

REMOVED AND RETROUTED. BEGINNING AT THE NW CORNER OF OLSON DR &

KRAUS DR AND CONTINUING ALONG THE NORTH SIDE OF OLSON DR WESTWARD

APPROXIMATELY 275 FEET TO A LOCATION OUTSIDE THE LIMITS OF

CONSTRUCTION AND WEST OF THE EXISTING FLOWER WATERING STATION.

APPROXIMATE LOCATION OF 3" PRESSURE MAINLINE TO BE REMOVED BEGINNING

AT THE NW CORNER OF OLSON DR & KRAUS DR AND CONTINUING ALONG THE

WEST SIDE OF KRAUS DR NORTHWARD APPROXIMATELY 300 FEET TO A LOCATION

OUTSIDE THE LIMITS OF CONSTRUCTION TO BE APPROVED BY COR.

APPROXIMATE LOCATION CONTROLLERS

9 & 10 TO BE RELOCATED

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

EXISTING IRRIGATION LATERAL TO BE REMOVED. REMOVE

PIPE AND RETURN EQUIPMENT TO CLIENT.

EXISTING IRRIGATION MAINLINE TO BE REMOVED. REMOVE

PIPE AND RETURN EQUIPMENT TO CLIENT.

EXISTING IRRIGATION LATERAL TO BE PROTECTED.

EXISTING IRRIGATION MAINLINE TO BE PROTECTED.

EXISTING IRRIGATION CONTROLLER AND WIRES TO BE

PROTECTED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 12, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

CONSTRUCTION

DOCUMENTSIRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

KEY MAP

N.T.S.

2026.01.14

ADDENDUM ONE 2026.03.27

LI103

SECTION 19 COLUMBARIA

IRRIGATION DEMOLITION PLAN

SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.

1" =

20' 0' 10' 20' 40'

2026.03.31 51 OF 57

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

V W

IR

E P

ATH

3"

4"

4"

SECTIO

N 19

SECTION 38

IR102 / IR104

IR103 / IR105

SORENSEON DRIVE

PEC

K AVE

PRUDEN DRIVE

KR

AU

S D R

IVE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION EST QTY PSI GPM RADIUS DETAIL

TORO 640-02 41

TURF ROTOR, 2-3/8" POP-UP. NOZZLE SIZE AS NOTED ON

PLANS. STAINLESS STEEL-ENCASED NOZZLE. COMMERCIAL

APPLICATIONS. 1" INLET, NPT THREADED. WITH

CHECK-O-MATIC CHECK VALVE, AND ADJUSTABLE ARC

TRAJECTORY.

34 60 7.3 52' 3/IR500

TORO T5CKSS-RS 4.0

TURF ROTOR, 5" POP-UP, STANDARD NOZZLES, STAINLESS

STEEL RISER. ADJUSTABLE ARC PATTERNS 40-360, 25`-50`

RADIUS. WITH CHECK VALVE.

17 45 4.1 38' 2/IR500

SYMBOL MANUFACTURER/MODEL/DESCRIPTION EST QTY DETAIL

TORO P220-26-08 ANGLE 2"

ELECTRIC, 1", 1-1/2", 2" AND 3" PLASTIC IN-LINE / ANGLE

REMOTE CONTROL VALVE WITH FLOW CONTROL AND

PRESSURE REGULATION. EQUIPPED TO WITHSTAND

PRESSURE UP TO 220 PSI. FILTER SCREEN ON 2" AND 3"

MODELS. STANDARD SOLENOID.

6 1/IR500

TORO 100-SLSC 1"

ONE-PIECE, 1" SINGLE LUG QUICK COUPLER VALVE WITH

STANDARD METAL COVER.

1 10/IR500

LEEMCO LVM…