Bid Drawings Volume 7 of 14_L FLATWORK_810CM3033 Gravesite Expansion with FCA Deficiencies at Dayton NC.pdf

CP3

CP2

CP1

CP6

CP4

CP5

LEGEND

DETECTABLE WARNING

PANEL; SEE 8/CS502

CONTROL JOINT;

SEE 7/CS504

BROOM DIRECTION

THICKENED EDGE

EXPANSION JOINT;

SEE 7/CS504

GENERAL NOTES

1.

2.

3.

4.

5.

IN THE EVENT OF ANY DISCREPANCIES

BETWEEN THE CONTRACT DRAWING LAYOUT

AND DIMENSIONING AND FIELD CONDITIONS

NOTIFY ENGINEER IMMEDIATELY.

CONSTRUCTION/COLD JOINTS WHERE

REQUIRED SHALL OCCURE AT CONTROL

JOINT LOCATION(S) SHOWN ON PLAN.

CONTRACTOR SHALL SUBMIT A PAVING

SEQUENCE PLAN FOR REVIEW AND

APPROVAL.

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.

CONTROL JOINTS ADJACENT TO LANDSCAPE

EDGER CURB SHALL BE CONTINUOUS ALL THE

WAY THROUGH THE CURB.

INSTALL EXPANSION JOINTS AT THE ENDS OF

ALL WALLS ABUTING CONCRETE FLATWORK.

CAST-IN-PLACE CONCRETE

COLUMN (TOW = TOP OF WALL)

DECORATIVE AGGREGATE

FLOWER STRIP

LIGHT DUTY CONCRETE

PAVEMENT; SEE 5/CS504

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

90.00°

6'- 3 1

/4"

6' CONCRETE SIDEWALK; SEE

CIVIL SITE PLAN

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

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COLUMBARIUM - FLATWORK

LAYOUT PLAN

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JAF RJL18125

LS120

1 LANDSCAPE EDGER CURB; SEE 8/LS504

KEYNOTES

DESCRIPTION#

NOTES:

2 PLANTING BED; SEE GRADING AND

PLANTING PLANS

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

TRUE

NORTH

3 FLOWER WATER STATION; SEE 1/CS502

Revisions: Date:

LEGEND

GENERAL NOTES

1.

2.

3.

IN THE EVENT OF ANY DISCREPANCIES BETWEEN

THE CONTRACT DRAWING LAYOUT AND

DIMENSIONING AND FIELD CONDITIONS NOTIFY

ENGINEER IMMEDIATELY.

CONSTRUCTION/COLD JOINTS WHERE REQUIRED

SHALL OCCURE AT CONTROL JOINT LOCATION(S)

SHOWN ON PLAN. IF NEEDED ELSE WHERE,

CONTRACTOR SHALL SUBMIT A PAVING SEQUENCE

PLAN FOR REVIEW AND APPROVAL.

CONTROL JOINTS ADJACENT TO LANDSCAPE

EDGER CURB SHALL BE CONTINUOUS ALL THE WAY

THROUGH THE CURB

DETECTABLE WARNING

PANEL; SEE 8/CS502

CONTROL JOINT;

SEE 7/CS504

BROOM DIRECTION

THICKENED EDGE

EXPANSION JOINT;

SEE 7/CS504

CAST-IN-PLACE CONCRETE

COLUMN (TOW = TOP OF WALL)

DECORATIVE AGGREGATE

FLOWER STRIP

LIGHT DUTY CONCRETE

PAVEMENT; SEE 5/CS504

9'- 0"

4'-0" 7'-6" 16'-2" 7'-6"

EQ EQ EQ

TYP.

6"

35'-2"

'-1

1 5 /8"

TYP.

6"

LS504

7'- 9 1

/8" 4'-

8 1 /2"

2'- 6"

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

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6:

PM

MEMORIAL WALL - FLATWORK

LAYOUT

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JD RJL18125

LS121

2 LANDSCAPE EDGER CURB, SEE 8/LS504

KEYNOTES

DESCRIPTION#

1 FLUSH CURB TRANSITION, SEE 6/CS504

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

3 FLOWER WATER STATION; SEE 1/CS502

0 2' 4'1'

TRUE

NORTH

CP1

CP3

CP4

CP2

LEGEND

CONTROL JOINT; SEE

7/CS504

GENERAL NOTES

1.

2.

IN THE EVENT OF ANY DISCREPANCIES BETWEEN

THE CONTRACT DRAWING LAYOUT AND

DIMENSIONING AND FIELD CONDITIONS NOTIFY

ENGINEER IMMEDIATELY.

CONSTRUCTION/COLD JOINTS WHERE REQUIRED

SHALL OCCURE AT CONTROL JOINT LOCATION(S)

SHOWN ON PLAN. CONTRACTOR SHALL SUBMIT A

PAVING SEQUENCE PLAN FOR REVIEW AND

APPROVAL

KEYNOTES

Description#

1 ORNAMENTAL FENCING; SEE 1/CS503

2 ORNAMENTAL SINGLE-SWING GATE TO BE

CONNECTED TO DOUBLE-SWING

VEHICULAR GATE; SEE 2/CS503

3 LANDSCAPE MAINTANACE EDGER, SEE

5/CS504

4 LANDSCAPE EDGER TO MEET ENTRY

WALL WITH EXPANSION JOINT, SEE

7/CS504 & 5/LS502

EXPANSION JOINT; SEE

7/CS504

5 LANDSCAPE EDGER TO MEET ENTRY

CURB WITH EXPANSION JOINT, SEE 5 &

7/CS504

BROOM DIRECTION

THICKENED EDGE

CAST-IN-PLACE CONCRETE

COLUMN (TOW = TOP OF WALL)

LIGHT DUTY CONCRETE

PAVEMENT; SEE 5/CS504

-- GRIDLINE

CAST-IN-PLACE CONCRETE STEM

WALLS (TSW = TOP OF STEM WALL)

2'-2 3/4"

NORTH FACE OF ENTRY WALL

CEMETERY NAME PLATE

CONCRETE TO MEET EDGE

OF EXISTING WALKING

PATH WITH EXPANSION

JOINT

3'-2 7/8" EQ EQ EQ 2'-3 1/2"

4'-8 1/8" 4'-8"2'-3 1/2"EQ EQ EQ3'-2 7/8"

1'- 0 3

/4" 3'-

6" 1'-

0 3 /4"

1'- 0 3

/4" 3'-

6" 1'-

0 3 /4"

1'-0"

A B C

5'- 7 1

/2"

ORNAMENTAL

PEDESTRIAN GATE; SEE

2/CS503

ORNAMENTAL

DRIVE GATE; SEE

3/ CS503

CONCRETE TO MEET BACK OF

CURB WITH EXPANSION JOINT

NORTH FACE OF ENTRY WALL

VA SEAL

3 4

5'-6 7/8" 5'-7 3/8"

EQ EQ

4'- 0"

2'-3 1/2" EQ EQ EQ 3'-3 1/4"

1'- 0 3

/4" 3'-

6" 1'-

0 3 /4"

3'-3 1/4"2'-3 1/2" EQ EQ EQ

1'- 0 3

/4" 3'-

6" 1'-

0 3 /4"

D E F

ORNAMENTAL

DRIVE GATE; SEE

3/CS503

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

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PM

ENTRY WALL - FLATWORK LAYOUT

PLAN

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST, DAYTON, OH 45428

810CM3033

DECEMBER 5, 2025 JAF RJL18125

LS122

0 4' 8'2'

TRUE

NORTH

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

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

0 4' 8'2'

TRUE

NORTH