_09 LNC BD - COLUMBARIUM 3 pt1 (pg 60-69).pdf

17 MB Posted

Attached to
Leavenworth National Cemetery, Gravesite Expansion
Solicitation number
36C78626B0027
Issued by

About this file

Written by GovTribe AI ·

This file is a set of architectural drawings for the Leavenworth National Cemetery Gravesite Expansion project located at 150 Muncie Road, Leavenworth, Kansas 66048. The project number is 897CM3025 with an issue date of June 22, 2026, prepared for the U.S. Department of Veterans Affairs, Office of Design and Construction Services.

The drawings depict a precast concrete columbarium facility expansion containing 3,600 niche graves with 5-inch height by 8-inch width configurations. The site plan encompasses multiple columbarium unit layouts (designated as LS200-LS205 series) arranged in a rectangular configuration with double-sided and single-sided wall sections. The perimeter includes cast-in-place concrete columns, stem walls, decorative aggregate drainage features, and natural stone caps in various configurations (C1.1-C4.5 and SC1.1-SC2.1 types with specified dimensions and peak heights of 9 1/8 inches). The facility incorporates light-duty and heavy-duty concrete pavement sections with control joints and construction joints, detectable warning panels, bench seating, and flower watering stations. Elevation drawings show detailed niche arrangements across seven segmented sections (1A-1G) with marble niche covers supplied by VA and installed by contractor. The project includes landscape features such as rock mulch over landscape fabric and drainage systems. Consultant firms involved are Anderson Engineering of Minnesota LLC (prime), Terracon (geotechnical), EC Design (irrigation), IMEG (technology), and OCMI (cost estimating).

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Other files

File Type Posted
S05_Attachment - RFI Responses - Updated 9.22.2026.pdf PDF
S02_Attachment - 18704_LNC_Addendum1_SurveySheets_V100-V113_20260916.pdf PDF
S02_Attachment - 00 01 10 Table of Contents.pdf PDF
S02_Attachment - Substitution Request - Leavenworth GSE.pdf PDF
S02_Attachment - 18704_LNC_Addendum1_CivilSheets_CG100-CR117_20260916.pdf PDF
S02_Attachment - 18704_LNC_Addendum1_CivilSheets_CD100-CB501_20260916.pdf PDF
S04_Attachment - Site Visit Attendance Roster.pdf PDF
S02_Attachment - 01 35 26 Safety Requirements.pdf PDF
S02_Attachment - AE Addendum 01 Cover.pdf PDF
S06_36C78626B0027 Amend. 0001.pdf PDF
S05_Attachment - RFI Responses.pdf PDF
_20 LNC BD - PLANTING IRR pt1 (pg 139-149).pdf PDF
_14 LNC BD - EROSION CONTROL pt3 UTIL pt1 (pg 91-98).pdf PDF
_22 LNC BD - ARCH pt1 (pg 159-170).pdf PDF
_10 LNC BD - COLUMBARIUM 3 pt2 (pg 70-77).pdf PDF
LNC Gravesite Expansion VOL2SPECS wGEOTECH - BD 06-22-2026.pdf PDF
_08 LNC BD - BURIALS (pg 50-59).pdf PDF
_30 LNC BD - TECHNOLOGY pt2 (pg 236-240).pdf PDF
_03 LNC BD - EX CON pt2 (pg 17).pdf PDF
S02_Attachment - Statement of Work.pdf PDF
S02_Attachment - Davis-Bacon Act Poster.pdf PDF
_31 LNC BD - TECHNOLOGY pt3 FIRE ALARM (pg 241-247).pdf PDF
_11 LNC BD - GRADING DRAINAGE (pg 78-82).pdf PDF
_28 LNC BD - PLUMBING (pg 224-230).pdf PDF
_24 LNC BD - INTERIORS (pg 182-188).pdf PDF
_23 LNC BD - ARCH pt2 (pg 171-181).pdf PDF
_19 LNC BD - SIGNAGE FURNISHINGS pt2 (pg 126-138).pdf PDF
_16 LNC BD - ROADS pt2 (pg 106-113).pdf PDF
_05 LNC BD - DEMOLITION pt1 (pg 22-34).pdf PDF
_07 LNC BD - SITE (pg 41-49).pdf PDF
_02 LNC BD - EX CON pt1 (pg 3-16).pdf PDF
LNC Gravesite Expansion VOL1SPECS wGEOTECH - BD 06-22-2026.pdf PDF
S02_Attachment - Price Schedule Sheet.pdf PDF
_15 LNC BD - UTIL pt2 ROADS pt1 (pg 99-105).pdf PDF
_06 LNC BD - DEMO pt2 OPERATIONS (pg 35-40).pdf PDF
_27 LNC BD - MECHANICAL (pg 215-223).pdf PDF
_01 LNC BD - GENERAL (pg 1-2).pdf PDF
S02_Attachment - Standard Form 1413.pdf PDF
S02_36C78626B0027 Solicitation.pdf PDF
_26 LNC BD - ELECTRICAL (pg 201-214).pdf PDF
_29 LNC BD - TECHNOLOGY pt1 (pg 231-235).pdf PDF
_25 LNC BD - STRUCTURAL (pg 189-200).pdf PDF
_21 LNC BD - IRR pt2 (pg 150-158).pdf PDF
_18 LNC BD - SIGNAGE FURNISHINGS pt1 (pg 118-125).pdf PDF
_12 LNC BD - EROSION CONTROL pt1 (pg 83-86).pdf PDF
_13 LNC BD - EROSION CONTROL pt2 (pg 87-90).pdf PDF
_17 LNC BD - ROADS pt3 (pg 114-117).pdf PDF
_04 LNC BD - GEOTECH (pg 18-21).pdf PDF
S02_Attachment - Wage Determination Heavy.pdf PDF
S02_Attachment - Wage Determination Building.pdf PDF
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CP1 CP2

CP3CP4

1 2 6 7 10 11 129 13 15 16

14'-7 3/4"

1'-9 5/8"

4'-0 3/4" 18'-8 7/8" 4'-0 3/4" 16'-3 3/4" 9'-11 1/2" 4'-0 3/4" 2'-3 1/2" 16'-5 3/8" 19'-2 3/4" 11'-1 1/4" 4'-0 3/4" 9'-5 1/4" 15'-2" 3'-2 3/8"

A

C

F

I

K

3' -2

/8

'-5

/8

1' -1

1/

2"

4' -0

/4

'-5

/4

'-1

/2

4'

-0

/4

3/

4"

'-1

/8

1'

-4

/8

4' -3

154'-7"

LS200

1 LS200

LS200

LS200

LS200

LS201

LS201

LS203

LS203

LS203

LS204

LS204

LS204

LS204

LS205

LS205

LS203

LS203

5 LS203

LS204

LS204

LS205

LS205

LS205

LS205

4' -3

LS300

LS300

LS300

4'-3"

LS300

LS300

LS300

LS300

LS400

1a

LS400

TML 859.53'

R

'-5

/2

R

'-0

/2

TML 859.90'

TML 859.72'

TOW 860.60'

TML 859.92'

TML 860.29'

TML 860.10'

TOW 866.56'

TOW 866.56'

TOP 867.99' TOW 866.94' TOW 866.94'

TOP 868.36'

TOW 867.31'

TOW 867.31'

TOP 868.56'

TOW 867.51'TOW 867.31'TOW 866.94'TOW 866.56' TOW 867.51' TOW 867.51'

TOP 868.81'

TOW 867.76'

TOW 867.76'

TOW 867.76'

TOP 869.24'

TOW 868.19'

TOW 868.19'

TOP 869.55'

TOW 868.50'

TOW 868.50'

TOW 868.50'

TOP 869.55'

TSW 859.53'

TOW 866.95'

TOP 868.00' TOP 868.38'

TOW 867.32'

TSW 859.90'

TOP 868.38'

TML 860.53'

TOP 868.62'

TOW 867.57'

TML 860.75'

TOP 868.83'

TOW 867.78'

TML 860.96'

TOP 869.04'

TOW 867.99'

TML 860.53'

TOW 867.57'

TOP 868.62'

TML 860.75'

TOW 867.78'

TOP 868.83'

TML 860.96'

TOP 869.04'

TOW 861.02'

TML 860.38'

TOW 860.38'

TML 860.67'

TOW 861.56'

TML 860.95'

TOW 861.84'

TML 860.63'

TOW 867.66'

TOP 868.71'

TML 860.89'

TOW 867.92'

TOP 868.97'

TML 861.13'

TOW 868.16'

TOP 869.21'

TML 861.37'

TOW 868.41'

TOP 869.46'

TML 860.63'

TOP 868.71'

TOW 867.66'

TML 860.89'

TOP 868.97'

TOW 867.92'

TML 861.13'

TOP 869.21'

TOW 868.16'

TML 861.37'

TOP 869.46'

TOW 868.41'

TSW 859.92'

TSW 860.75'

TSW 860.96'

TSW 861.37'

TSW 861.13'

TSW 860.89'

TSW 860.63'

LS300

LS400

LS400

LS400

STEP STEP STEP

STEP

STEP

STEP

5"

TSW 860.28' TSW 860.48'

TSW 860.73'

TML 860.28' TML 860.48'

TML 860.73'

2 2 2

TML 859.53' TML 859.90'

TML 859.90'

TML 860.28'

TML 860.28'

TML 860.48'

TML 860.73'

TML 860.73'

TML 861.16'

TML 861.16'

TOW 868.19'

TML 861.47'

TML 859.92'

TML 860.29'

STEP

TOW 866.95'

TML 859.92'

TML 860.29'

2' -0

T

Y P

1' -1

0" T

Y P

TOW 867.32'

TOP 867.61'

5 8 14

G

H

J

E

D

B

173 4

TML 860.48'

LS202

LS202

LS202

LS202

LS202

LS202

LS202

CJ

49'-0 7/8" 49'-0 7/8"

1 1

TOW 867.99'

CJ CJ CJ CJ CJ

CJ

CJ

CJ

CJ

CJ

CJ CJ

CJCJ

CJ CJ

CJ

CJ

CJ

CJ

8'-2 11/16"16'-4 9/16"8'-2 11/16" 8'-2 11/16" 16'-4 9/16" 8'-2 11/16"

8' -2

1/

'-4

/1

6" 8'

-2

1/

8'-2 11/16"

8'-2 11/16"

8'-2 11/16"

8'-2 11/16"

8'-2 11/16"

16'-4 9/16"

16'-4 9/16" 16'-4 9/16"

8'-2 11/16"

8'-2 11/16" 8'-2 11/16"

TFE 857.59'

TFE 857.59'

TFE 855.57'

TFE 855.57'

TFE 856.52'

TFE 856.52'

TFE 855.57'

TFE 855.57'

TFE 855.57'

TFE 855.57'

TSW 860.29'

TSW 860.53'

FOOTING STEP

FOOTING STEP

TFE 856.41' TFE 856.74'

TFE 857.00'

TFE 857.24'

TFE 857.49'

TFE 856.65'

TFE 856.86'

TFE 857.07'

TFE 857.28'

2' -9

8'

-8

/2 "14'-0"

13'-7 7/16"

2' -9

8'

-8

/2

6' -3

/2

7'-1 7/8" 4'-8 3/8"

2' -9

8'

-8

/2

8'-6" 4'-8 3/8"

3'-7 7/8" 13'-0 5/8"

18'-6" 7'-8 1/8"

5'-6 15/16"

0 GRIDLINE

LEGEND

CAST-IN-PLACE CONCRETE COLUMN

(TOW = TOP OF WALL)

CAST-IN-PLACE CONCRETE STEM

WALLS (TSW = TOP OF STEM WALL)

DECORATIVE AGGREGATE

FLOWER STRIP

SHEET NOTES

1. FOR ADDITIONAL INFORMATION, REFER TO:

LS110: PRE-CAST CONCRETE COLUMBARIUM UNIT LAYOUT.

LS120: EXTERIOR CONCRETE LAYOUT AND JOINTING.

LS130: NATURAL STONE CAP LAYOUT.

LS140: ADDRESSING LAYOUT PLAN.

S-SERIES: STRUCTURAL DRAWINGS.

LIGHT DUTY CONCRETE PAVEMENT;

SEE 3/CS501

DECORATIVE AGGREGATE SPIGOT

DRAINAGE

STEM WALL MASONRY LEDGE; SEE

STRUCTURAL (TML = TOP OF MASONRY

LEDGE)

SPREAD FOOTING BELOW

STEM WALL CONSTRUCTION JOINT.

DIMENSIONS ON PLAN TO CENTERLINE OF

JOINT. SEE STRUCTURAL DETAIL 2/S-301

CJ

HEAVY DUTY CONCRETE PAVEMENT;

SEE 4/CS501

EARLY TURN OVER

1/8" = 1'-0"

COURT LAYOUT PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

O L U

M B

A R

IU

M

R

V T

R J L ie b e lt

.r v t

-0

-1

:3

:5

P M

COURT LAYOUT PLAN LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS100

0 8' 16'4'

TRUE

NORTH

CONTROL POINT SCHEDULE

CP# NORTHINGS EASTINGS ENTERED BY REVIEWED BY

1 360613.2536' 2191802.6475' RJL IBA

2 360613.2536' 2191957.2308' RJL IBA

3 360556.3162' 2191961.4808' RJL IBA

4 360556.3162' 2191845.9600' RJL IBA

1 DOUBLE-SIDED COLUMBARIUM

KEYNOTES

Description#

2 SINGLE-SIDED COLUMBARIUM

3 FLOWER WATERING STATION; SEE 1/LK505

4 BENCH; SEE 9/CB501

Revisions: Date:

BID SUBMITTAL

VA

F

O R

M

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

Services

LEGEND

5H X 8W NICHES/CLOSED ENDS

SHEET NOTES

1. FOR ADDITIONAL INFORMATION, REFER TO:

LS100: OVERALL SITE PLAN.

LS120: EXTERIOR CONCRETE LAYOUT AND JOINTING.

LS130: NATURAL STONE CAP LAYOUT.

LS140: WAYFINDING SIGNAGE LAYOUT.

S-SERIES: STRUCTURAL DRAWINGS.

CAST-IN-PLACE CONCRETE COLUMN

(TOW = TOP OF WALL)

DECORATIVE AGGREGATE SPIGOT

DRAINAGE

LIGHT DUTY CONCRETE PAVEMENT;

SEE 3/CS501

HEAVY DUTY CONCRETE PAVEMENT;

SEE 4/CS501

1 2 6 7 10 11 129 13 15 16

A

C

F

I

K

5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W

5H x8W

5H x8W

5H x8W

5H x8W

5H x8W

5H x8W

5H x8W

5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W

5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W5Hx8W 5Hx8W 5Hx8W

5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W

5Hx8W 5Hx8W 5Hx8W

5Hx8W 5Hx8W 5Hx8W

5Hx8W 5Hx8W 5Hx8W 5Hx8W

5Hx8W 5Hx8W 5Hx8W 5Hx8W

5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W

5Hx8W 5Hx8W 5Hx8W

5Hx8W 5Hx8W 5Hx8W

5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W

5Hx8W 5Hx8W 5Hx8W 5Hx8W 5Hx8W

5Hx8W 5Hx8W 5Hx8W

5 8 14

G

H

J

E

D

B

173 4

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

O L U

M B

A R

IU

M

R

V T

R J L ie b e lt

.r v t

-0

-1

:4

:2

A

M

PRECAST UNIT LAYOUT PLAN LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS110

COLUMBARIUM GRAVESITE YIELD

NICHE

HEIGHT

NICHE

WIDTH

NICHE

QUANTITY

NICHE

COUNT

TOTAL

5 8 90 3600

1/8" = 1'-0"

PRECAST UNIT LAYOUT PLAN 0 8' 16'4'

TRUE

NORTH

Revisions: Date:

BID SUBMITTAL

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

EQ EQ EQ

EQ EQ EQ EQ EQ EQ

EQ EQ EQ EQ EQ EQ EQ EQ EQ

EQ EQ EQ EQ EQEQ EQ EQ

EQ EQ EQ EQ EQ

EQ EQ EQ EQ EQ

EQ EQ EQ EQ EQ

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

EQ EQ

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

EQ EQ EQ

16'-9" 11'-11 1/2" 56'-4 1/8"

85'-0 5/8"

'-1

/4

5'

-7

'-1

1" 5'

-7

'-1

1" 5'

-7

'-1

1" 5'

-7

6' -2

/2

EQ EQ

EQ EQ

EQ EQ EQ EQ EQ

11'-11" 31'-11"

31'-11"

31'-11"

31'-11"

31'-11" 11'-11"23'-9 1/8"

40'-0 7/8"

EQ EQ

EQ EQ

R 172'-0"

R 178'-0"

LEGEND

DETECTABLE WARNING PANEL; SEE

8/CS501

CONTROL JOINT;

SEE 1/CS501

BROOM DIRECTION

THICKENED EDGE

EXPANSION JOINT;

SEE 1/CS501

GENERAL NOTES

1. ANY DISCREPANCIES BETWEEN THE

CONTRACT DRAWING LAYOUT AND

DIMENSIONING AND FIELD CONDITIONS

NOTIFY ENGINEER IMMEDIATELY.

2. CONSTRUCTION/COLD JOINTS WHERE

REQUIRED MUST OCCUR AT CONTROL JOINT

LOCATION(S) SHOWN ON PLAN. CONTRACTOR

MUST SUBMIT A PAVING SEQUENCE PLAN FOR

REVIEW AND APPROVAL.

3. CONSTRUCTION JOINTS HAVE BEEN SHOWN

AS A RECOMMENDATION FOR SEQUENCING

OF POURS. CONSTRUCTION JOINTS MAY BE

SUBSTITUTED FOR CONTROL JOINTS BASED

ON PAVING SEQUENCE PLAN SUBMITTED BY

THE CONTRACTOR PRIOR TO PLACEMENT OF

CONCRETE.

4. INSTALL EXPANSION JOINTS AT THE ENDS OF

ALL WALLS ABUTTING CONCRETE FLATWORK.

CAST-IN-PLACE CONCRETE COLUMN

(TOW = TOP OF WALL)

DECORATIVE AGGREGATE SPIGOT

DRAINAGE

LIGHT DUTY CONCRETE PAVEMENT; SEE

3/CS501

HEAVY DUTY CONCRETE PAVEMENT; SEE

3/CS501

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

O L U

M B

A R

IU

M

R

V T

R J L ie b e lt

.r v t

-0

-1

:4

:2

A

M

CONCRETE LAYOUT & JOINTING

PLAN

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS120

1/8" = 1'-0"

CONCRETE LAYOUT AND JOINTING PLAN

1 SEAT WALL; SEE 8/LS300

KEYNOTES

Description#

2 FLOWER WATERING STATION; SEE 1/LK505

3 ROCK MULCH OVER LANDSCAPE FABRIC

0 8' 16'4'

TRUE

NORTH

Revisions: Date:

BID SUBMITTAL

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

C1.1 C1.1 C1.2 C1.2 C1.2 C1.2 C1.1 C1.1 C1.2 C1.2 C1.2 C1.2 C1.1 C1.1 C1.2 C1.1

C 1.

C

1.

C 1.

C

1.

C 1.

C

1.

C 1.

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

C1.1

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

C1.2 C1.2 C1.2 C1.2 C1.2 C1.2 C1.2 C1.2 C1.2 C1.2 C1.2 C1.2 C1.2 C1.2 C1.2 C1.2 C1.2

C 1.

C

1.

C 1.

C

1.

C 1.

C

1.

C 1.

C4.2 C4.3 C4.3 C4.3 C4.4

C4.3

C4.3

C4.2

C4.1 C4.5 C4.1 C4.1 C2.1 C2.2 C2.2 C2.2 C2.2 C2.1

C4.1

C4.1C2.1C2.2C2.2C2.2C2.2C2.1C4.1C4.1C2.1C2.2C2.2C2.2C2.2C2.2C2.2C2.2C2.2C2.2C2.2C2.1C4.1

C4.1 C2.1 C2.2 C2.2 C2.2 C2.2 C2.2 C2.2 C2.1

C4.1 C4.1 C2.1 C2.2 C2.2 C2.2 C2.2 C2.1

C4.1

C4.1C2.1C2.2C2.2C2.2C2.2C2.1C4.1C4.1C2.1C2.2C2.2C2.1C4.1

SC1.1 SC2.1

S C

1.

S C

1.

SC2.1

S C

1.

S C

1.

SC1.6 SC1.1 SC2.1

S C

1.

S C

1.

SC1.5 SC1.3

SC1.3SC1.4

SC1.7 SC1.8 SC1.8 SC1.7SC1.9

S1.1

SA1.1

S1.1

S1.1

CAP SLOPE DIRECTION

LEGEND

DECORATIVE AGGREGATE SPIGOT

DRAINAGE

LIGHT DUTY CONCRETE PAVEMENT; SEE

3/CS501

NOTE:

CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS

PRIOR TO SHOP DRAWINGS AND FABRICATION

HEAVY DUTY CONCRETE PAVEMENT; SEE

4/CS501

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

O L U

M B

A R

IU

M

R

V T

R J L ie b e lt

.r v t

-0

-1

:4

:2

A

M

CAP LAYOUT PLAN LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS130

STONE CAP SCHEDULE

C A

P T

Y P

E

W

ID

T H

L E

N G

T H

S

LA

B T

H

IC

K N

E S

S

P E

A K

H E

IG

H

T

C1.1 3'-9" 4'-6 9/16" 6 1/8" 9 1/8"

C1.2 3'-9" 4'-0 9/16" 6 1/8" 9 1/8"

C2.1 4'-10" 4'-6 9/16" 6 1/8" 9 1/8"

C2.2 4'-10" 4'-0 9/16" 6 1/8" 9 1/8"

C4.1 3'-8" 6'-0" 6 1/8" 9 1/8"

C4.2 4'-2" 4'-6" 6 1/8" 9 1/8"

C4.3 4'-0 3/8" 3'-8" 6 1/8" 9 1/8"

C4.4 4'-6" 4'-6" 6 1/8" 9 1/8"

C4.5 3'-8" 5'-0 3/4" 6 1/8" 9 1/8"

SA1.1 2'-4" 3'-6 3/4" 4" 4 9/16"

SC1.1 2'-4" 3'-10 1/4" 4" 4 9/16"

SC1.2 2'-4" 4'-0 1/4" 4" 4 9/16"

SC1.3 2'-4" 4'-8 11/16" 4" 4 9/16"

SC1.4 2'-4" 4'-6 3/16" 4" 4 9/16"

SC1.5 2'-4" 4'-10 11/16" 4" 4 9/16"

SC1.6 2'-4" 4'-5" 4" 4 9/16"

SC1.7 2'-4" 3'-10" 4" 4 9/16"

SC1.8 2'-4" 3'-8" 4" 4 9/16"

SC1.9 2'-4" 3'-8 1/2" 4" 4 9/16"

SC2.1 2'-4" 3'-10 1/4" 4" 4 9/16"

1/8" = 1'-0"

CAP LAYOUT PLAN 0 8' 16'4'

TRUE

NORTH

Revisions: Date:

BID SUBMITTAL

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

10 17 20 30 40 50 60 65 70 80 90 100 110 113 120 130

11020

11020

11020

253040

253040

253040

253040

506070738090

97 100 110 120 121 130 140 150 160 169 170 180 190

506070

73 80 90 100 110 120 121 130 140

57 60 70 80 89 90 100 110

41 50 57 60 70 80

PRECAST CONCRETE NICHE; SEE DETAIL

1/LS500

NICHE WALL ID NUMBER; SEE DETAIL 1/LS504

NICHE COLUMN ID; SEE DETAIL 2/LS504

SEQUENTIAL NUMBERING ORDER / DIRECTION

LEGEND

SHEET NOTES

1. FOR ADDITIONAL INFORMATION ON MOUNTING DETAILS AND

DIRECTIONS, SEE LS504

CAST-IN-PLACE CONCRETE COLUMN

(TOW = TOP OF WALL)

LIGHT DUTY CONCRETE PAVEMENT; SEE

3/CS501

DECORATIVE AGGREGATE SPIGOT DRAINAGE

HEAVY DUTY CONCRETE PAVEMENT; SEE

4/CS501

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

O L U

M B

A R

IU

M

R

V T

R J L ie b e lt

.r v t

-0

-1

:4

:2

A

M

ADDRESSING PLAN LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS140

1/8" = 1'-0"

ADDRESSING PLAN 0 8' 16'4'

TRUE

NORTH

Revisions: Date:

BID SUBMITTAL

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

1 2 4 5 7 8 93 6 10 11 12

A

B

C

D

E

F

G

H

17 20 30 40 50 60

LS300

LS300

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL VENEER - ROCK-FACE

STONE TYPE 1B: FULL VENEER - SMOOTH

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS, TYP. (VA

SUPPLIED; CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS503

T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

65 70 80 90 100 110

LS300

LS300

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL VENEER - ROCK-FACE

STONE TYPE 1B: FULL VENEER - SMOOTH

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS, TYP. (VA

SUPPLIED; CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

113 120 130

LS300

LS300

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL VENEER - ROCK-FACE

STONE TYPE 1B: FULL VENEER - SMOOTH

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS, TYP. (VA

SUPPLIED; CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION JOINT

LS300

LS300

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL VENEER - ROCK-FACE

STONE TYPE 1B: FULL VENEER - SMOOTH

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS, TYP. (VA

SUPPLIED; CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS503

T.O.W.

SEE 1/LS100

140 150

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

E

D

C

B

A

LS300

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL VENEER - ROCK-FACE

STONE TYPE 1B: FULL VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS, TYP.

(VA SUPPLIED; CONTRACTOR

INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300

LS300

LS503

LS503

T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

1A 1B 1C 1D

2C 2B 2A

2D 2E 2F 3B

3C 3D

3A

4B

4C 4D

4A

5B

5C 5D

5A

1E 1F

1G

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

KEY MAP

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

N.T.S.

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

O L U

M B

A R

IU

M

R

V T

R J L ie b e lt

.r v t

-0

-1

:4

:3

A

M

PERIMETER WALL ELEVATIONS 1 LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS200

3/8" = 1'-0"

PERIMETER WALL 1 - FRONT ELEVATION - SEGMENT '1B'

3/8" = 1'-0"3

PERIMETER WALL 1 - FRONT ELEVATION - SEGMENT '1C'

3/8" = 1'-0"

PERIMETER WALL 1 - FRONT ELEVATION - SEGMENT '1D'

3/8" = 1'-0"

PERIMETER WALL 1 - FRONT ELEVATION - SEGMENT '1E'

3/8" = 1'-0"

PERIMETER WALL 1 - FRONT ELEVATION - SEGMENT '1A'

Revisions: Date:

BID SUBMITTAL

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

B

C

D

E

F

G

H

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL VENEER - ROCK-FACE

STONE TYPE 1B: FULL VENEER - SMOOTH

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS, TYP. (VA

SUPPLIED; CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300

LS300

T.O.W.

SEE 1/LS100

160 170

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

LS300

LS300

LS300

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL VENEER - ROCK-FACE

STONE TYPE 1B: FULL VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS, TYP. (VA

SUPPLIED; CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

T.O.W.

SEE 1/LS100

180 190

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

1A 1B 1C 1D

2C 2B 2A

2D 2E 2F 3B

3C 3D

3A

4B

4C 4D

4A

5B

5C 5D

5A

1E 1F

1G

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

KEY MAP

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

N.T.S.

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

O L U

M B

A R

IU

M

R

V T

R J L ie b e lt

.r v t

-0

-1

:4

:3

A

M

PERIMETER WALL ELEVATIONS 2 LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS201

3/8" = 1'-0"

PERIMETER WALL 1 - FRONT ELEVATION - SEGMENT '1F'

3/8" = 1'-0"

PERIMETER WALL 1 - FRONT ELEVATION - SEGMENT '1G'

Revisions: Date:

BID SUBMITTAL

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

B

C

D

E

F

G

H

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

LS300

CONSTRUCTION

JOINT

LS300

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

LS300

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

LS300

CONSTRUCTION

JOINT

1A 1B 1C 1D

2C 2B 2A

2D 2E 2F 3B

3C 3D

3A

4B

4C 4D

4A

5B

5C 5D

5A

1E 1F

1G

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

KEY MAP

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

N.T.S.

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

O L U

M B

A R

IU

M

R

V T

R J L ie b e lt

.r v t

-0

-1

:4

:3

A

M

PERIMETER WALL ELEVATIONS 3 LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS202

3/8" = 1'-0"1

PERIMETER WALL 1 - EXTERIOR ELEVATION - SEGMENT '1G'

3/8" = 1'-0"2

PERIMETER WALL 1 - EXTERIOR ELEVATION - SEGMENT '1F'

3/8" = 1'-0"3

PERIMETER WALL 1 - EXTERIOR ELEVATION - SEGMENT '1E'

3/8" = 1'-0"

PERIMETER WALL 1 - EXTERIOR ELEVATION - SEGMENT '1D

3/8" = 1'-0"

PERIMETER WALL 1 - EXTERIOR ELEVATION - SEGMENT '1C'

3/8" = 1'-0"

PERIMETER WALL 1 - EXTERIOR ELEVATION - SEGMENT '1B'

3/8" = 1'-0"

PERIMETER WALL 1 - EXTERIOR ELEVATION - SEGMENT '1A'

Revisions: Date:

BID SUBMITTAL

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

B

C

D

E

F

G

H

73 80 90

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL VENEER - ROCK-FACE

STONE TYPE 1B: FULL VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS, TYP.

(VA SUPPLIED; CONTRACTOR

INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300 5

LS300

LS300

T.O.W.

SEE 1/LS100E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

25 30 40 50 60 70

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

STONE TYPE 1B: FULL

VENEER - SMOOTH

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS,

TYP. (VA SUPPLIED;

CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300

LS300

LS300

T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

1 10 20

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

STONE TYPE 1B: FULL

VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS,

TYP. (VA SUPPLIED;

CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300

LS300

T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL VENEER - ROCK-FACE

STONE TYPE 1B: FULL VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS, TYP.

(VA SUPPLIED; CONTRACTOR

INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS3005

LS300

LS300

100 110 120 T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

LS300

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

STONE TYPE 1B: FULL

VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS,

TYP. (VA SUPPLIED;

CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300

LS300

130 140 150 160 T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

STONE TYPE 1B: FULL

VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS,

TYP. (VA SUPPLIED;

CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300

LS300

170 180 190 T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

1A 1B 1C 1D

2C 2B 2A

2D 2E 2F 3B

3C 3D

3A

4B

4C 4D

4A

5B

5C 5D

5A

1E 1F

1G

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

KEY MAP

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

N.T.S.

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

O L U

M B

A R

IU

M

R

V T

R J L ie b e lt

.r v t

-0

-1

:4

:3

A

M

DOUBLE-SIDED WALL ELEVATIONS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS203

3/8" = 1'-0"

DOUBLE-SIDED WALL 2 ELEVATION - SEGMENT '2C'

3/8" = 1'-0"

DOUBLE-SIDED WALL 2 ELEVATION - SEGMENT '2B'

3/8" = 1'-0"

DOUBLE-SIDED WALL 2 ELEVATION - SEGMENT '2A'

3/8" = 1'-0"4

DOUBLE-SIDED WALL 2 ELEVATION - SEGMENT '2D'

3/8" = 1'-0"

DOUBLE-SIDED WALL 2 ELEVATION - SEGMENT '2E'

3/8" = 1'-0"

DOUBLE-SIDED WALL2 ELEVATION - SEGMENT '2F'

Revisions: Date:

BID SUBMITTAL

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

B

C

D

E

F

G

H

25 30 40 50 60 70

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

STONE TYPE 1B: FULL

VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS, TYP.

(VA SUPPLIED; CONTRACTOR

INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300

LS300

T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

10 20

LS300

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

STONE TYPE 1B: FULL

VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS,

TYP. (VA SUPPLIED;

CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300

T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

STONE TYPE 1B: FULL

VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS,

TYP. (VA SUPPLIED;

CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300

LS300

80 90 100 110 120 T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

LS300

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

STONE TYPE 1B: FULL

VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS,

TYP. (VA SUPPLIED;

CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300

130 140 T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

10 20

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS, TYP. (VA

SUPPLIED; CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300 6

LS300

T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

25 30 40 50

COLUMN ID EVERY 10TH

NICHE. SEE DETAIL 2/LS504

STONE TYP 2: CAP

T.O.P.

SEE 1/LS100

STONE TYPE 1A: FULL

VENEER - ROCK-FACE

STONE TYPE 1B: FULL

VENEER - SMOOTH

NICHE WALL ID NUMBER

ROW MARKER

PRE-CAST CONCRETE

COLUMBARIUM UNITS

MARBLE NICHE COVERS,

TYP. (VA SUPPLIED;

CONTRACTOR INSTALLED)

FINISH GRADE

T.S.W.

SEE 1/LS100

LS300

LS300

T.O.W.

SEE 1/LS100

E

D

C

B

A

E

D

C

B

A

CONSTRUCTION

JOINT

1A 1B 1C 1D

2C 2B 2A

2D 2E 2F 3B

3C 3D

3A

4B

4C 4D

4A

5B

5C 5D

5A

1E 1F

1G

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

IRRIGATION:

EC DESIGN

KEY MAP

400 5th St West Des Moines, IA 50265

(515) 225-6265

BID SUBMITTAL

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

COST ESTIMATING:

OCMI

2100 North Greenville Ave #1150 Richardson, TX 75082

(469) 431-0571

N.T.S.

C U s e rs \r lie b e lt \D o c u m e n ts \1

L A

C

O L U

M B

A R

IU

M

R

V T

R J L ie b e lt

.r v t

-0

-1

:4

:4

A

M

DOUBLE-SIDED WALL ELEVATIONS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE RD, LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 JAF RJL18704

LS204

3/8" = 1'-0"

DOUBLE-SIDED WALL 3 ELEVATION - SEGMENT '3B'

3/8" = 1'-0"1

DOUBLE-SIDED WALL 3 ELEVATION - SEGMENT '3A'

3/8" = 1'-0"

DOUBLE-SIDED WALL 4 ELEVATION - SEGMENT '4A'

3/8" = 1'-0"

DOUBLE-SIDED WALL 3 ELEVATION - SEGMENT '3C'

3/8" = 1'-0"

DOUBLE-SIDED WALL 3 ELEVATION - SEGMENT '3D'

3/8" = 1'-0"

DOUBLE-SIDED WALL 4 ELEVATION - SEGMENT '4B'

Revisions: Date:

BID SUBMITTAL

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

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 # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

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