Bid Drawings Volume 6 of 14_L SITE PRECAST_810CM3033 Gravesite Expansion with FCA Deficiencies at Dayton NC.pdf

CP3

CP2

CP1

CP6

CP4

CP5

LS201

LS201

LS201

LS201

LS200

LS200

LS200

LS200

LS200

LS202

2 3 4 5 6 7 8 9

AA

D

Q

HH

M

LS202

EE

B

CC

LS202

LS202

P

OO

N

K

J

I

G

LS300

LS300

F

LS202

LS201

LS201

LS201

LS201

L

LS202

LS202

LS202

R

LS300

LS202

LS202

LS200

LS200

169.00°

DN

DN

LS400

LS400

2a

LS400

4a TYP.

LS400

3a TYP.

6 6

LS400

3a

LS400

LS400

4a

LS400

2a TYP.

10'-0"

LS400

1a TYP.

4b

2b

1b

6' CONCRETE SIDEWALK; SEE

CIVIL.

TML 923.68'

TML 923.68'

TML 923.68'

TOW 932.34'

TOW 932.34'

TSW 924.68'

TSW 924.68'

TOW 932.34'

TOW 931.92'

TML 923.25'

TML 923.25'TML 923.25'

TML 923.25'

TSW 924.25'

TSW 931.25'

TOW 931.92'

TSW 923.86'TML 922.86' TML 922.86'

TML 922.86'

TML 922.86' TOW 931.54'

TML 922.37' TML 922.37'

TML 921.87' TSW 923.37'

TML 922.37'

TOW 931.04'

TML 922.37'

TML 921.96'

TSW 922.96'

TML 921.96'

TOW 930.63'

TML 921.96'

TOW 930.80'

TML 922.13'

TSW 923.13'

TOW 930.80'

TOW 930.99'

TML 922.32'

TSW 923.32'

TOW 931.15'

TML 922.48'

TSW 923.48'

TOW 931.36'

TML 922.69'

TSW 923.69'

TOW 931.65'

TML 922.98'

TSW 923.98'

TOW 930.99'

TOW 931.15'

TOW 931.36'

TOW 931.65'

TOW 931.91'

TOW 932.18'

TOW 932.51'

TOW 932.51'

TML 923.84'

TSW 924.84'

TOW 932.18'

TML 923.51'

TSW 924.51'

3'-0"

3'- 0"

3'-0"

LS300

LS300

LS300

LS300

LS300

LS300

TSW 930.37'

TOW 931.91'

TML 923.24'

TSW 924.24'

STEP

STEP

STEP

TOW 931.04'

STEP

STEP

TYP. FOR ALL

DOUBLE SIDED

NICHE WALLS

TOW 923.85'TML 919.20'

TOW 928.34'

STEP

LS300

LS300

5"

5"

5"

TOF 921.17'

TOF 920.84'

TOF 920.57'

TOF 920.31'

TOF 920.02'

TOF 919.81'

TOF 919.65' TOF 919.46'

TOF 921.01'

TOF 921.01'

TOF 920.59'

TOF 920.59' TOF 920.19'

TOF 919.70'

TOF 919.20'

TOF 919.29'

TML 923.68'

TML 925.01'

TOF 922.34'

TOF 921.01'

4 1 /4"

4 1/4"

LS203

LS203

5"

LS300

LS300

-- GRIDLINE

LEGEND

1 DOUBLE-SIDED COLUMBARIUM; SEE LS500

KEYNOTES

DESCRIPTION#

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: WAYFINDING SIGNAGE LAYOUT.

S101/S102: STRUCTURAL DRAWINGS.

2 SINGLE-SIDED COLUMBARIUM; SEE LS500

CAST-IN-PLACE CONCRETE

COLUMN (TOW = TOP OF WALL)

CAST-IN-PLACE CONCRETE STEM

WALLS (TSW = TOP OF STEM WALL)

DECORATIVE AGGREGATE

FLOWER STRIP

DETECTABLE WARNING PANEL;

SEE DETAIL 8/CS501

COLUMBARIUM WALL ID NUMBER#

3 LANDSCAPE EDGER CURB; SEE 8/LS504

LIGHT DUTY CONCRETE

PAVEMENT; SEE 5/CS504

STEM WALL MASONRY LEDGE;

SEE STRUCTURAL (TML = TOP OF

MASONRY LEDGE)

4 FLOWER WATERING STATION; SEE

1/CS502

5 STAINLESS STEEL HANDRAIL; SEE 6/LS504

& 7/LS504

6 BENCH; SEE 9/CS501

EDGE OF SPREAD FOOTING BELOW

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.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

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D oc um en ts \1

D N

C C ol um ba riu m _R

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8.

rv t

-0 2-

:1 8:

PM

COLUMBARIUM - SITE PLAN DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

FEBRUARY 5, 2025 JAF RJL18125

LS100

TRUE

NORTH

1/4" = 1'-0"1 COLUMBARIUM 'C' - SITE PLAN 0 4' 8'2'

CONTROL POINT SCHEDULE

CP# NORTHING EASTING ENTERED CHECKED

1 641,215.7171' 1,472,467.7588' RJL IBA

2 641,248.5921' 1,472,436.2588' RJL IBA

3 641,277.9463' 1,472,467.7588' RJL IBA

4 641,280.9463' 1,472,539.0088' RJL IBA

5 641,248.5921' 1,472,570.2588' RJL IBA

6 641,230.6755' 1,472,539.0088' RJL IBA

Revisions: Date:

CP1

CP2 CP3 CP4

BB

LS204

LS204

CC

LS301

LS301

AA

TML 947.28'

TML 947.28'

TML 948.35'

TSW 953.88'

TOW 954.612'

TML 947.28'

TOW 954.612'

6"

STEP STEP

6' CONCRETE SIDEWALK;

SEE CIVIL

LS505

LS401

4 1 /4"

4 1/4"

TOF 944.61'TOF 944.61'

LEGEND

DECORATIVE AGGREGATE

FLOWER STRIP

CAST-IN-PLACE CONCRETE

COLUMN (TOW = TOP OF WALL)

DETECTABLE WARNING

PANEL; SEE DETAIL 8/CS501

CAST-IN-PLACE CONCRETE STEM

WALLS (TSW = TOP OF STEM WALL)

LIGHT DUTY CONCRETE

PAVEMENT; SEE 5/CS504

STEM WALL MASONRY LEDGE; SEE

STRUCTRAL (TML = TOP OF

MASONRY LEDGE)

-- GRIDLINE

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.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

\rl ie be lt\

D oc um en ts \1

D N

C M em or ia l W al l_

R

_R

JL

ie be lt4

8.

rv t

-0

2-

:1

6:

PM

MEMORIAL WALL - SITE PLAN DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

FEBRUARY 5, 2025 JD RJL18125

LS101

0 2' 4'1'

1 LANDSCAPE EDGER CURB; SEE 8/LS504

KEYNOTES

DESCRIPTION#

2 DETECTIBLE WARNING PANEL; SEE

8/CS501

NOTES:

1. COORDINATE SLEEVING LOCATIONS WITH

UTILITY & IRRIGATION CONTRACTORS.

2. FOR ADDITIONAL INFORMATION, REFER TO:

LS111: PRE-CAST CONCRETE MEMORIAL WALL

LAYOUT.

LS121: EXTERIOR CONCRETE LAYOUT AND

JOINTING.

LS131: NATURAL STONE CAP LAYOUT.

LS141: WAYFINDING SIGNAGE LAYOUT.

S103: STRUCTURAL DRAWINGS.

1/2" = 1'-0"1 MEMORIAL WALL - SITE PLAN

TRUE

NORTH

3 FLOWER WATER STATION; SEE 1/CS502

4 BENCH; SEE 9/CS501

CONTROL POINT SCHEDULE

CP# NORTHING EASTING

ENTERED

BY

REVIEWED

BY

1 641,156.6976' 1,471,910.4053' RJL IBA

2 641,172.0268' 1,471,976.7054' RJL IBA

3 641,173.5744' 1,471,988.1166' RJL IBA

4 641,175.1205' 1,471,999.5174' RJL IBA

CP4

CP2

SHEET NOTES

1.

2.

COORDINATE SLEEVING LOCATIONS WITH UTILITY &

IRRIGATION CONTRACTORS.

FOR ADDITIONAL INFORMATION, REFER TO:

LS122: EXTERIOR CONCRETE LAYOUT AND JOINTING.

LS132: NATURAL STONE CAP LAYOUT.

LS142: WAYFINDING SIGNAGE LAYOUT.

S-SERIES: STRUCTURAL DRAWINGS.

LEGEND

CAST-IN-PLACE CONCRETE

COLUMN (TOW = TOP OF WALL)

CAST-IN-PLACE CONCRETE STEM

WALLS (TSW=TOP OF STEM WALL)

-- GRIDLINE

STEM WALL MASONRY LEDGE;

SEE STRUCTURAL (TML = TOP OF

MASONRY LEDGE)

LIGHT DUTY CONCRETE

PAVEMENT; SEE 5/CS504

ORNAMENTAL FENCE

LS205

LS205

A B

6" 6"

C

NORTH FACE OF ENTRY WALL

CEMETERY NAME PLATE

GRIDLINE TO MEET EAST WALL

(SEE BELOW)

TML 900.33' TOW 907.67'

TOW 907.67'TOW 907.67'

TML 899.00'

TML 899.00'

MA

TC

HL

IN

E

4'- 0"

4'- 0"

TSW 906.33'

TSW 902.33'

LS205

STEP

TOF 896.33'

TOF 896.00'

TOF 896.33'

ORNAMENTAL FENCE MOUNTED

TO TOP OF STEM WALL

TSW 902.25'

LS205

LS205

D E F

4'- 0"

4'- 0"

TML 899.00'

TOW 907.67'TOW 907.67' TOW 906.33'TSW 902.33'

TSW 906.33'

GRIDLINE TO MEET WEST WALL

(SEE ABOVE)

MA

TC

HL

IN

E

LS205

TOF 896.33'

ORNAMENTAL FENCE MOUNTED

TO TOP OF STEM WALL

TSW 902.25'

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.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

\rl ie be lt\

D oc um en ts \1

D N

C E nt ry

W al l_ R

_R

JL

ie be lt4

8.

rv t

-0 2-

:2 4:

PM

ENTRY WALL - SITE PLAN DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

FEBRUARY 5, 2025 JD RJL18125

LS102

KEYNOTES

DESCRIPTION#

2 ORNAMENTAL DOUBLE-SWING GATE TO

MEET ORNAMENTAL SINGLE-SWING GATE;

SEE 3/CS503

1/2" = 1'-0"1 ENTRY WALL - SITE PLAN - WEST WALL

1/2" = 1'-0"2 ENTRY WALL - SITE PLAN - EAST WALL

NORTH FACE OF ENTRY WALL

VA SEAL

TRUE

NORTH

TRUE

NORTH

0 2' 4'1'

0 2' 4'1'

3 CAST-IN-PLACE CONCRETE MASONRY

LEDGE; SEE STRUCTURAL

1 ORNAMENTAL PEDESTRIAN SWING GATE

TO MEET ORNAMENTAL DOUBLE-SWING

GATE; SEE 2/CS503

CONTROL POINT SCHEDULE

CP# NORTHING EASTING

ENTERED

BY

REVIEWED

BY

1 641,529.3701' 1,473,859.4876' RJL IBA

2 641,549.2277' 1,473,963.5156' RJL IBA

3 641,528.2679' 1,473,896.3798' RJL IBA

4 641,535.1469' 1,473,932.4167' RJL IBA

CP2

CP1

CP6

CP4

CP5

OP

EN

LE

FT

E

ND

5H x1

0W

OP

EN

LE

FT

E

ND

5H x1 0W

OP

EN

LE

FT

E

ND

5H x1

0W

CL

OS

ED

E

ND

S 5H x5 W

CLOSED ENDS

5Hx10W

OPEN LEFT END

5Hx5W

CLOSED ENDS

5Hx10W

OPEN LEFT END

5Hx5W

OPEN LEFT END

5Hx10W

CLOSED ENDS

5Hx10W

OPEN LEFT END

5Hx10W

OPEN LEFT END

5Hx10W

OPEN LEFT END

5Hx9W

CLOSED ENDS

5Hx10W

OPEN LEFT END

5Hx5W

OPEN LEFT END

5Hx10W

CLOSED ENDS

5Hx7W

OPEN RIGHT END

5Hx10W

OPEN RIGHT END

5Hx10W

DN

DN

OP

EN

LE

FT

E

ND

5H x1

0W

OPEN RIGHT END

5Hx10W

CLOSED ENDS

5Hx10W

CL

OS

ED

E

ND

S

5H x1

0W

OP

EN

LE

FT

E

ND

5H x1

0W

OPEN RIGHT END

5Hx10W

CLOSED ENDS

5Hx10W

CL

OS

ED

E

ND

S

5H x1

0W

OPEN LEFT END

5Hx10W

CLOSED ENDS

5Hx7W

OPEN RIGHT END

5Hx10W

OP

EN

LE

FT

E

ND

5H x1

0W

CL

OS

ED

E

ND

S 5H x7 W

6' CONCRETE SIDEWALK; SEE

CIVIL SITE PLAN

CLOSED ENDS

5Hx10W

OPEN RIGHT END

5Hx5W

OPEN RIGHT END

5Hx10W

OP

EN

LE

FT

E

ND

5H x1

0W

OP

EN

LE

FT

E

ND

5H x5 W

CL

OS

ED

E

ND

S

5H x1

0W

CLOSED ENDS

5Hx7W

OPEN RIGHT END

5Hx10W

OP

EN

LE

FT

E

ND

5H x1

0W

CL

OS

ED

E

ND

S 5H x7 W

CLOSED ENDS

5Hx6W

OPEN RIGHT END

5Hx10W

OP

EN

LE

FT

E

ND

5H x1

0W

CL

OS

ED

E

ND

S 5H x6 W

CLOSED ENDS

5Hx10W

OPEN RIGHT END

5Hx10W

OP

EN

LE

FT

E

ND

5H x1

0W

CL

OS

ED

E

ND

S 5H x1 0W

CLOSED ENDS

5Hx7W

OPEN RIGHT END

5Hx10W

OP

EN

LE

FT

E

ND

5H x1

0W

CL

OS

ED

E

ND

S 5H x7 W

SHEET NOTES

1. FOR ADDITIONAL INFORMATION, REFER TO:

LS120: EXTERIOR CONCRETE LAYOUT AND JOINTING.

LS130: NATURAL STONE CAP LAYOUT.

LS140: WAYFINDING SIGNAGE LAYOUT.

S-SERIES: STRUCTURAL DRAWINGS.

LEGEND

5 HT PRECAST NICHES

CAST-IN-PLACE CONCRETE

COLUMN (TOW = TOP OF WALL)

DECORATIVE AGGREGATE

FLOWER STRIP

LIGHT DUTY CONCRETE

PAVEMENT; SEE 5/CS504

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.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

\rl ie be lt\

D oc um en ts \1

D N

C C ol um ba riu m _R

JL

ie be lt4

8.

rv t

-0 2-

:1 8:

PM

COLUMBARIUM - PRECAST UNIT

LAYOUT PLAN

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JAF RJL18125

LS110

1/4" = 1'-0"1 COLUMBARIUM 'C' - PRECAST UNIT LAYOUT 0 4' 8'2'

COLUMBARIUM - NICHE

SUMMARY

NICHE

HEIGHT

NICHE

WIDTH

NICHE

QUANTITY

NICHE

COUNT

TOTAL

5 5 6 150 5 6 2 60 5 7 7 245 5 9 1 45 5 10 38 1900

TOTAL 54 2400

TRUE

NORTH

CP2 CP3 CP4

7H X 22W PRECAST CONCRETE MEMORIAL WALL; SEE LS501

LEGEND

7 HT PRECAST MARKER WALL UNIT

CAST-IN-PLACE CONCRETE

COLUMN (TOW = TOP OF WALL)

DECORATIVE AGGREGATE

FLOWER STRIP

DETECTABLE WARNING PANEL;

SEE DETAIL 8/CS501

LIGHT DUTY CONCRETE

PAVEMENT; SEE 5/CS504

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.

GEOTECHNICAL:

TERRACON

COST ESTIMATING:

OCMI

175 JAMES AVENUE NORTH

MINNEAPOLIS, MN 55405

952.229.1911

TIMOTHY MALOOLY

611 LUNKEN PARK DRIVE

CINCINNATI, OHIO 45226

513.612.9020

JEFF DUNLAP, PE

2100 NORTH GREENVILLE AVENUE

RICHARDSON, TEXAS 75082

469.431.0571

KYLE VEATER

BID DOCUMENTS

C :\U se rs

\rl ie be lt\

D oc um en ts \1

D N

C M em or ia l W al l_

R

_R

JL

ie be lt4

8.

rv t

-0

2-

:1

6:

PM

MEMORIAL WALL - PRECAST

LAYOUT PLAN

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JD RJL18125

LS111

1/2" = 1'-0"1 MEMORIAL WALL - PRECAST LAYOUT PLAN

MEMORIAL WALL MARKER

SUMMARY

MARKER

HEIGHT MARKER WIDTH TOTAL COUNT

7 22 154

0 2' 4'1'

TRUE

NORTH