826CM3009 BID SET dwgs pdf Bk01.pdf

CONCRETESIDEWALK

SHEET DWG. SHEET TITLE

VICINITY MAP

NOT TO SCALE

PROJECT SITE MAP

NOT TO SCALE

Alexandria National Cemetery

2025-04-23

DEPARTMENT OF VETERANS AFFAIRS

OWNER

NATIONAL CEMETERY ADMINISTRATION

PROJECT NUMBER: 826CM3009

ROSTRUM AND HISTORICAL WALL

RENOVATION

VA FORM 08 - 6231

A

Fi le

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9:

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

Civil & Environmental Consultants, Inc.

(724) 327-5200

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

GC-001

BID SET

Rostrum And Historical Wall Renovation

MAS

COVER

Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314

KAR

1. GC-001 COVER

2. V-100 EXISTING CONDITIONS OVERALL PLAN

3. V-101 EXISTING CONDITIONS

4. V-102 EXISTING CONDITIONS

5. V-103 EXISTING CONDITIONS

6. LS-100 SITE RESTORATION PLAN - OVERALL

7. LS-101 SITE RESTORATION PLAN - AREA A

8. LS-102 SITE RESTORATION PLAN - AREA B

9. LS-103 SITE RESTORATION PLAN - FLAG AREA ENLARGEMENT - BASE CONTRACT

10. LS-501 HISTORIC WALL RESTORATION NOTES AND DETAILS - PERIMETER WALL

11. LS-502 HISTORIC WALL RESTORATION NOTES AND DETAILS - FLAG AREA

12. LS-503 HISTORIC IRONWORK RESTORATION NOTES AND DETAILS

13. A-100 EXISTING ROSTRUM PLAN

14. A-200 EXISTING ROSTRUM ELEVATIONS

15. A-300 EXISTING ROSTRUM SECTIONS & DETAILS

16. A-400 STONE PRESERVATION PLAN

2025-04-23

1. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN UNLESS SPECIFICALLY INDICATED OTHERWISE.

2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS, ORDINANCES, AND CODES.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY APPLICABLE PERMITS.

3. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE CONTRACTING OFFICER'S REPRESENTATIVE ANY DEFICIENCIES. THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT ANY DEFICIENCIES. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED POINT OF CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY DISCREPANCY TO THE CONTRACTING OFFICER'S REPRESENTATIVE

IMMEDIATELY.

4. CEMETERY OPERATIONS SHALL TAKE PRECEDENCE OVER CONSTRUCTION ACTIVITIES. CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR TO AVOID CONFLICTS WITH OPERATIONS, SERVICES AND EVENTS. COMMITTAL SERVICES CAN OCCUR BETWEEN 9AM AND 3PM WEEKDAYS. CONTACTOR SHALL CEASE NOISY WORK AND DELIVERIES IN THE VICINITY OF THE COMMITTAL SHELTERS DURING COMMITTAL SERVICES WHENEVER

THEY OCCUR

5. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS PRIOR TO ANY DIGGING OR EXCAVATION.

6. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND SHALL COORDINATE ALL

CONSTRUCTION EFFORTS WITH CONTRACTING OFFICER'S REPRESENTATIVE'S REQUIREMENTS.

7. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY CONTRACTOR. COMPLY WITH CONSTRUCTION WASTE RECYCLING REQUIREMENTS. ALL DUMP TICKETS FOR LANDFILL AND RECYCLING MUST BE PROVIDED TO VA NCA AT PROJECT CLOSEOUT.

8. PROTECT EXISTING STRUCTURES, WALLS, PLAQUES, SIGNS, HISTORIC ELEMENTS, FENCING, GATES, LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS, PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ANY EXISTING LAWN AREAS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED WITH SOD (NOT SEED)

UNLESS OTHERWISE NOTED.

9. PROTECT ALL EXISTING TREES.

10. PROTECT GRAVESITES AND MONUMENTS.

11. MAINTAIN PUBLIC ACCESS TO GRAVESITES AT ALL TIMES DURING CONSTRUCTION. OBTAIN CONTRACTING OFFICER'S REPRESENTATIVE'S APPROVAL IF RESTRICTING ACCESS IS NECESSARY FOR PUBLIC SAFETY DURING DEMOLITION OR CONSTRUCTION. PROVIDE TEMPORARY BARRICADES, FENCING, TRAFFIC CONTROL AND SIGNAGE AS NEEDED TO

MAINTAIN PUBLIC SAFETY DURING CONSTRUCTION.

12. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON DRAWINGS, BUT APPLY TO ALL SIMILAR

CONDITIONS WHERE NEW CONSTRUCTION OCCURS TO FULFILL THE INTENT OF THE DRAWINGS.

GENERAL NOTES

SHEET INDEX

SITE LOCATION MAP

NOT TO SCALE

BID SET

826CM3009

NORTH

NORTH NORTH

ROSTRUM AREA

GATE

2-STORY

STONE BUILDING

HOOFF RUN (AKA FOUR MILE RUN)

TRINITY UNITED METHODIST CHURCH

CEMETERY

PR

ES

BY

TE

RI

AN

C

EM

ET

ER

Y

AN

D

CO

LU

MB

AR

IU

M

JA

MI

ES

ON

A

VE

NU

E

W

ILK

ES

S

TR

EE

T

AS

PH

AL

T

SI

DE

W

AL

K

BR

IC

K

SI

DE

W

AL

K

TO

P

OF

S

TO

NE

W

AL

L C

AP

TO

P

OF

S

TO

NE

W

AL

L C

AP

TOP OF STONE WALL CAP

TOP OF STONE WALL CAP

TOP OF STONE WALL CAP

TOP OF STONE WALL CAP

TO

P

OF

S

TO

NE

W

AL

L C

AP

EXISTING CONDITIONS

OVERALL PLAN

V-100

DJP/JWHPEB/BLS2025-04-23

NORTH

SHEET V-101 SHEET V-102

SHEET V-103

VICINITY MAP

SITE

NORTH

VA FORM 08 - 6231

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Fi le

P at h 6/

/2

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9:

P M

B

C

D

E

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A

B

C

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E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORDCONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities Management

Rostrum and Historical Wall RenovationBID SET

Fi le

P at h 6/

/2

:3

9:

P M

A

B

C

D

E

F

N/A

SURVEYOR'S NOTES:

1.) THE BASIS OF BEARING IS GRID NORTH DERIVED FROM POST

PROCESSING METHODS USING THE NORTH AMERICAN DATUM OF

1983 (2011) STATE PLANE COORDINATES, VA NORTH ZONE 4501.

THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM

OF 1988 ELEVATIONS BASED ON GEOID18.

2.) FIELD SURVEY BY CIVIL & ENVIRONMENTAL CONSULTANTS, INC.,

DATED 6/17/2024 AND 6/18/2024.

3.) THERE IS ALWAYS A POSSIBILITY THAT CONTROL POINTS MAY BE

LOST OR DISTURBED. PLEASE PERFORM REASONABLE CHECKS

TO CONFIRM THAT THE CONTROL POINTS ARE STILL ACCURATE.

4.) AERIAL IMAGERY IS SHOWN FOR REFERENCE PURPOSES ONLY

AND OBTAINED FROM VIRGINIA DEPARTMENT OF EMERGENCY

MANAGEMENT (VGIN - https://vgin.vdem.virginia.gov/). IMAGERY

WAS COLLECTED IN 2021.

5.) LOCATIONS AND ELEVATIONS SHOWN WERE DERIVED BY USING

TERRESTRIAL LiDAR SCANNING.

826CM3009

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CIVIL/STRUCTURAL ENGINEER

Civil & Environmental Consultants, Inc.

(724) 327-5200

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314

TRINITY UNITED METHODIST CHURCH

CEMETERY

HO

OF

F

RU

N (A

KA

F

OU

R

MI

LE

R

UN

JAMIESON AVENUE

ASPHALT

CONCRETE CURB

CONCRETE CURB

ASPHALT SIDEWALK

BRICK SIDEWALK

ASPHALT

CONCRETE CURB

TW=13.02

TW=13.20

TW=13.16

TW=13.00

TW=12.94

TW=12.83

TW=12.75

TW=12.66

TW=12.56

TW=12.47

TW=12.47

TW=12.58

TW=12.99

TW=16.55

TW=17.03

TW=17.95 TW=19.20 TW=19.68 TW=21.12 TW=24.03 TW=25.58 TW=26.50 TW=26.89 TW=27.43

TW=27.53

TW=28.27

TW=28.01

TW=27.14

TW=25.41

TW=23.48

TW=22.88

TW=23.08

TW=23.60

TW=24.38

TW=25.10

TW=25.77

TW=26.54

TW=27.65

TW=28.47

TW=29.18

WROUGHT IRON FENCE

BW=12.5

BW=12.8

BW=9.8BW=9.7

BW=9.0 BW=9.3

BW=8.5 BW=8.9

BW=8.5 BW=8.9

BW=8.3 BW=8.8

BW=8.1 BW=8.6

BW=8.1 BW=8.5

BW=8.2 BW=8.4

BW=7.5 BW=7.4

BW=8.0

BW=7.4

BW=7.9 BW=8.9

BW=9.2

BW=9.6

BW=16.9

BW=9.5 BW=10.6

BW=17.8

BW=13.5

BW=19.2

BW=14.8

BW=19.6

BW=15.7

BW=20.9

BW=18.0 BW=20.6

BW=21.8

BW=22.1

BW=22.3

BW=22.6

BW=22.2

BW=22.8

BW=22.7 BW=22.9

BW=23.5 BW=23.7

BW=23.5

BW=24.1BW=24.1

BW=24.4BW=23.8

BW=24.3BW=22.9

BW=22.2BW=21.0

BW=20.1

BW=19.2

BW=18.9BW=18.8

BW=18.5BW=19.2

BW=18.7BW=19.6

BW=19.5BW=20.5

BW=20.9BW=21.5

BW=22.3BW=22.7

BW=22.6BW=23.0

BW=24.0BW=23.7

BW=24.8BW=24.8

BW=25.8

INV. 12" RCP=6.2

INV. 6" CPP=7.8

INV. 6" CPP=8.5

INV. 6" CPP=8.7

INV. 6" CPP=8.6

INV. 6" CPP=9.0

INV. 6" CPP=9.2

INV. 6" CPP=8.3

CONCRETE

PAD WITH

TRASH CANS

GATE

WROUGHT IRON FENCE

GRAVE

ENCLOSURE

GRAVE

ENCLOSURE

HEAD STONES

(TYPICAL)

TOP OF STONE WALL CAP

TOP OF STONE WALL CAP

TOP OF STONE WALL CAP

INDEX CONTOUR

INTERMEDIATE CONTOUR

CABLE AND POST FENCE

DITCH FLOW LINE

EXISTING LEGEND:

OVERHEAD WIRES

SIGN

GROUND LIGHT

FLAG POLE

AC UNIT

STORM MANHOLE

INLET SQUARE

HEAD STONES

TREE, DECIDUOUS

STUMP

VALVE BOX UNKNOWN

VAULT

MANHOLE (UTILITY UNKNOWN)

UTILITY POLE

ELECTRIC CONTROL CABINET

UTILITY PULL BOX

ELECTRIC PEDESTAL

WROUGHT IRON FENCE

DOWNSPOUT

TW=18.95

BW=14.6 EXISTING BOTTOM OF WALL SPOT ELEVATION

EXISTING TOP OF WALL SPOT ELEVATION

EXISTING BOTTOM OF CURB SPOT ELEVATION

EXISTING TOP OF CURB SPOT ELEVATION

BC=16.96

TC=17.00

EXISTING CONDITIONS

V-101

NORTHMATCH LINE SEE SHEET V-102

DJP/JWHPEB/BLS

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities Management

Rostrum and Historical Wall Renovation

Fi le

P at h 6/

/2

:3

9:

P M

A

B

C

D

E

F

N/A

SURVEYOR'S NOTES:

1.) THE BASIS OF BEARING IS GRID NORTH DERIVED FROM POST

PROCESSING METHODS USING THE NORTH AMERICAN DATUM OF

1983 (2011) STATE PLANE COORDINATES, VA NORTH ZONE 4501.

THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM

OF 1988 ELEVATIONS BASED ON GEOID18.

2.) FIELD SURVEY BY CIVIL & ENVIRONMENTAL CONSULTANTS, INC.,

DATED 6/17/2024 AND 6/18/2024.

3.) THERE IS ALWAYS A POSSIBILITY THAT CONTROL POINTS MAY BE

LOST OR DISTURBED. PLEASE PERFORM REASONABLE CHECKS

TO CONFIRM THAT THE CONTROL POINTS ARE STILL ACCURATE.

4.) AERIAL IMAGERY IS SHOWN FOR REFERENCE PURPOSES ONLY

AND OBTAINED FROM VIRGINIA DEPARTMENT OF EMERGENCY

MANAGEMENT (VGIN - https://vgin.vdem.virginia.gov/). IMAGERY

WAS COLLECTED IN 2021.

5.) LOCATIONS AND ELEVATIONS SHOWN WERE DERIVED BY USING

TERRESTRIAL LiDAR SCANNING.

826CM3009

CIVIL/STRUCTURAL ENGINEER

Civil & Environmental Consultants, Inc.

(724) 327-5200

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314

2025-04-23

BID SET

2-STORY

STONE BUILDING

HO

OF

F

RU

N (A

KA

F

OU

R

MI

LE

R

UN

TRINITY UNITED METHODIST CHURCH

CEMETERY

PRESBYTERIAN CEMETERY AND COLUMBARIUM

ENDWALL

RIPRAP

WROUGHT IRON FENCE

SIGNS

CONCRETE

SIDEWALK

WILKES STREET

CONCRETE SIDEWALK

CO

NC

RE

TE

S

ID

EW

AL

K

CO

NC

. S W

CONCRETE ROLLED CURB

ASPHALT

GRASS

CONCRETE CURB

LIMESTONE CURB

BRICK SIDEWALK

LIMESTONE CURB

CONCRETE SIDEWALK

CONCRETE ROLLED CURB

CONCRETE ROLLED CURBLIMESTONE CURB

GRASS

GRASS

LIMESTONE CURB

LIMESTONE CURB

LIM

ES

TO

NE

C

UR

B

LIM

ES

TO

NE

C

UR

B

FLAGSTONE

FLAGSTONE

CONCRETE CURB

CONCRETE CURB

ASPHALT

CO

NC

RE

TE

C

UR

B

CO

NC

RE

TE

C

UR

B

AS

PH

AL

T

GRASSGRASS

LIM

ES

TO

NE

C

UR

B

TW=32.84

TW=30.90

TW=30.80

TW=30.94

TW=30.96

TW=30.98

TW=30.48

TW=29.69

TW=27.96

TW=25.76

TW=23.29

TW=22.10

TW=22.26

TW=22.94

TW=23.86

TW=24.81

TW=26.08

TW=27.22

TW=28.23

TW=28.95

TW=27.99TW=27.24TW=26.47TW=25.60TW=24.96TW=23.83TW=22.82TW=22.04TW=21.23

TW=20.11

TW=19.96

TW=19.69

TW=18.95

TW=18.45

TW=17.80

TW=17.38

TW=16.96

TW=16.51

TW=15.99

TW=15.65

TW=15.39

TW=15.37

TW=15.37

TW=29.18

TW=29.78

BW=27.0

BW=26.9

BW=26.8BW=26.6

BW=26.79

BW=26.9

BW=27.1

BW=27.2

BW=27.1

BW=27.1BW=27.2

BW=26.1BW=26.5

BW=25.7BW=25.4

BW=24.5BW=23.7

BW=22.2BW=21.4

BW=20.6BW=19.6

BW=18.9BW=18.3

BW=19.0BW=18.2

BW=19.8BW=18.9

BW=20.5BW=19.7

BW=21.1BW=20.4

BW=21.8BW=21.6

BW=23.2BW=22.4

BW=24.1BW=23.6

BW=25.7

BW=24.7

BW=24.5

BW=23.7

BW=23.9

BW=23.0

BW=23.0

BW=22.1

BW=22.2

BW=21.2

BW=21.2

BW=20.3

BW=20.3

BW=19.5

BW=19.0

BW=18.4

BW=18.3

BW=17.4

BW=17.3

BW=16.6

BW=17.6

BW=16.0

BW=15.8

BW

=1

6.7

BW

=1 3.7

BW

=1

5.9

BW

=1 1.5

BW

=1

5.4

BW

=1 0.2

BW

=1

5.2

BW

=9 .4

BW

=1

4.3

BW

=7 .8

BW

=1

0.5

BW

=6 .9

BW

=5

.7

TW

=1 6.7

TW

=1

6.7

TW

=1

6.7

TW

=1

7.4

TW

=1

8.4

TW

=1

8.6

TW

=1

9.6

TW=19.73

BW=26.9 BW=27.0

BW=17.3

BW=15.8

BW

=6

.5

TW

=1

7.6

BW

=1

4.4

BW

=1

5.5

BW

=9 .9

TW

=1

7.3

TW

=1

8.4

TW

=1

8.5

TW

=1

9.5

BW

=1

2.2

BW

=1 6.1

BW=15.5 BW=15.6

BW=14.5BW=14.6

BW=14.2BW=14.0

BW=14.2 BW=13.9

BW=13.0

BW=12.8

BW=12.1 BW=12.4

BW=11.1

BW=12.2

BW=12.2BW=11.1

BW=10.8 BW=11.6

BW=11.3

BW=11.1

BW=12.5 BW=12.0

BW=12.9

BW=24.8BW=24.8

BW=25.2

BW=25.8

BW=27.1

BW=26.8 BW=26.60

SIGN

INV. 6" CPP=11.7

INV. 6" CPP=12.1

INV. 6" CPP=12.3

INV. 6" CPP=13.2

INV. 6" CPP=14.1

INV. 6" CPP=14.1

INV. 6" CPP=15.4

INV. 12" HDPE=7.82

INV. 12" SQ. OPENING=10.9

CONCRETE

PAD WITH

TRASH CANS

CONC.

PORCH

HEAD STONES

(TYPICAL)

GRAVE

ENCLOSURE

MONUMENT

STONE

MONUMENT

BENCHMARK EL.=28.36

SET REBAR W/ CEC CAP

BENCHMARK EL.=28.54

SET REBAR W/ CEC CAP

TOP OF STONE WALL CAP

TOP OF STONE WALL CAP

TOP OF STONE WALL CAP

ROCK

ROCK

TOP OF STONE WALL CAP

TW=32.68

BW=26.4

BW=26.56

GRASS

INDEX CONTOUR

INTERMEDIATE CONTOUR

CABLE AND POST FENCE

DITCH FLOW LINE

EXISTING LEGEND:

OVERHEAD WIRES

SIGN

GROUND LIGHT

FLAG POLE

AC UNIT

STORM MANHOLE

INLET SQUARE

HEAD STONES

TREE, DECIDUOUS

STUMP

VALVE BOX UNKNOWN

VAULT

MANHOLE (UTILITY UNKNOWN)

UTILITY POLE

ELECTRIC CONTROL CABINET

UTILITY PULL BOX

ELECTRIC PEDESTAL

WROUGHT IRON FENCE

DOWNSPOUT

TW=18.95

BW=14.6 EXISTING BOTTOM OF WALL SPOT ELEVATION

EXISTING TOP OF WALL SPOT ELEVATION

EXISTING BOTTOM OF CURB SPOT ELEVATION

EXISTING TOP OF CURB SPOT ELEVATION

BC=16.96

TC=17.00

EXISTING CONDITIONS

V-102

NORTH

MATCH LINE SEE SHEET V-101

DJP/JWHPEB/BLS

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities Management

Rostrum and Historical Wall Renovation

Fi le

P at h 6/

/2

:3

9:

P M

A

B

C

D

E

F

N/A

826CM3009

CIVIL/STRUCTURAL ENGINEER

Civil & Environmental Consultants, Inc.

(724) 327-5200

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314

SURVEYOR'S NOTES:

1.) THE BASIS OF BEARING IS GRID NORTH DERIVED FROM POST

PROCESSING METHODS USING THE NORTH AMERICAN DATUM OF

1983 (2011) STATE PLANE COORDINATES, VA NORTH ZONE 4501.

THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM

OF 1988 ELEVATIONS BASED ON GEOID18.

2.) FIELD SURVEY BY CIVIL & ENVIRONMENTAL CONSULTANTS, INC.,

DATED 6/17/2024 AND 6/18/2024.

3.) THERE IS ALWAYS A POSSIBILITY THAT CONTROL POINTS MAY BE

LOST OR DISTURBED. PLEASE PERFORM REASONABLE CHECKS

TO CONFIRM THAT THE CONTROL POINTS ARE STILL ACCURATE.

4.) AERIAL IMAGERY IS SHOWN FOR REFERENCE PURPOSES ONLY

AND OBTAINED FROM VIRGINIA DEPARTMENT OF EMERGENCY

MANAGEMENT (VGIN - https://vgin.vdem.virginia.gov/). IMAGERY

WAS COLLECTED IN 2021.

5.) LOCATIONS AND ELEVATIONS SHOWN WERE DERIVED BY USING

TERRESTRIAL LiDAR SCANNING.

ROSTRUM

AREA

GATE

2-STORY

STONE BUILDING

ENDWALL

RIPRAP

SIGNS

WILKES STREET

TO

P

OF

S

TO

NE

W

AL

L C

AP

TO

P

OF

S

TO

NE

W

AL

L C

AP

TO

P

OF

S

TO

NE

W

AL

L C

AP

CONCRETE SIDEWALK

CO

NC

RE

TE

S

ID

EW

AL

K

CO

NC

. S W

CONCRETE ROLLED CURB

ASPHALT

GRASS

CONCRETE CURB

CONCRETE SIDEWALK

CONCRETE

SIDEWALK

FLAGSTONE

CONCRETE ROLLED CURB

LIMESTONE CURB

GRASS

MULCH

MULCH

MULCH

MULCH

CONCRETE SIDEWALK

GRASS

LIMESTONE CURB

LIMESTONE CURB

LIM

ES

TO

NE

C

UR

B

LIM

ES

TO

NE

C

UR

B

FLAGSTONE

FLAGSTONE

CONCRETE CURB

CONCRETE CURB

ASPHALT

CO

NC

RE

TE

C

UR

B

CO

NC

RE

TE

C

UR

B

ASPHALT

GRASS

GRASS

CO

NC

RE

TE

SI

DE

W

AL

K

CO

NC

RE

TE

SI

DE

W

AL

K

CONCRETE

SIDEWALK

LIM

ES

TO

NE

C

UR

B

TW=16.38

TW=20.58

TW=16.33

TW=20.53

TW=20.50

TW=20.54

TW=20.56

TW=20.49

TW=20.54 TW=20.55

TW=20.55

TW=20.57

TW=20.57

TW=20.60

TW=20.61

TW=25.23

TW=25.22TW=20.62

TW=15.02

TW=17.50

TW=17.48

TW=14.69

TW=20.61

TW=22.00

TW=26.38

TW=29.08

TW=31.76

TW=32.42

TW=32.47

TW=29.22

TW=29.22

TW=29.22

TW=32.41

TW=32.44

TW=31.79

TW=29.06

TW=26.41

TW=21.97

TW=20.68

BW=26.9

BW=27.7

BW=24.5

BW=21.1

BW=19.7

BW=19.5

BW=20.5

BW=22.6

BW=26.8

BW=27.7

BW=28.78

BW=29.04

BW=28.74

BW=16.92

BW=16.93BW=14.1

BW=14.3

BW=15.2

BW=16.2

BW=16.80BW=14.85

BW=14.80

BW=16.75BW=15.0

BW=15.9

BW=15.9

BW=16.6

BW=16.8

BW=17.17

BW=16.98

BW=16.97

BW=16.80

BW=13.42

BW=13.48

BW=17.18 BW=17.38

BW=17.6

BW=18.1

BW=18.9

BW=19.1

BW=19.5

BW=20.3

BW=20.2

BW=23.8

BW=24.71BW=17.64

BW=17.67

BW=17.29

BW=17.51

BW=24.74

BW=17.67

BW=17.9 BW=24.3

OVERHANG

SIGN

INV. 12" HDPE=7.82

INV. 12" SQ. OPENING=10.9

"ALEXANDRIA

NATIONAL

CEMETERY"

CONCRETE

PAD WITH

TRASH CANS

CONC.

PORCH

TACTILE INDICATOR PAD

(TYPICAL)

MONUMENT

BENCH

COLUMN

(TYPICAL)

MULCH

STONE

MONUMENT

BC=16.95 BC=18.06 BC=19.16

BC=17.98BC=17.08 BC=18.66

BC=16.89

BC=17.03

BC=18.40 BC=18.69

BC=16.85 BC=16.96

BC=17.92

BC=18.15

BC=16.85 BC=17.13 BC=17.54

28.3328.67

22.19

28.68 28.39

TC=17.13 TC=18.24 TC=19.35

TC=18.78TC=18.17TC=17.33

TC=17.07

TC=17.24

TC=18.53 TC=18.87

TC=18.33

TC=18.07TC=17.13TC=17.03

TC=16.93 TC=17.23 TC=17.68

LIM

ES

TO

NE

C

UR

B

LIM

ES

TO

NE

C

UR

B

BENCHMARK EL.=28.36

SET REBAR W/ CEC CAP

BENCHMARK EL.=28.54

SET REBAR W/ CEC CAP

ROCK

ROCK

GRASS

ROCK

INDEX CONTOUR

INTERMEDIATE CONTOUR

CABLE AND POST FENCE

DITCH FLOW LINE

EXISTING LEGEND:

OVERHEAD WIRES

SIGN

GROUND LIGHT

FLAG POLE

AC UNIT

STORM MANHOLE

INLET SQUARE

HEAD STONES

TREE, DECIDUOUS

STUMP

VALVE BOX UNKNOWN

VAULT

MANHOLE (UTILITY UNKNOWN)

UTILITY POLE

ELECTRIC CONTROL CABINET

UTILITY PULL BOX

ELECTRIC PEDESTAL

WROUGHT IRON FENCE

DOWNSPOUT

TW=18.95

BW=14.6 EXISTING BOTTOM OF WALL SPOT ELEVATION

EXISTING TOP OF WALL SPOT ELEVATION

EXISTING BOTTOM OF CURB SPOT ELEVATION

EXISTING TOP OF CURB SPOT ELEVATION

BC=16.96

TC=17.00

EXISTING CONDITIONS

V-103

NORTH

DJP/JWHPEB/BLS

VA FORM 08 - 6231

A

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9:

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C

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E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities Management

Rostrum and Historical Wall Renovation

Fi le

P at h 6/

/2

:3

9:

P M

A

B

C

D

E

F

N/A

826CM3009

CIVIL/STRUCTURAL ENGINEER

Civil & Environmental Consultants, Inc.

(724) 327-5200

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314

SURVEYOR'S NOTES:

1.) THE BASIS OF BEARING IS GRID NORTH DERIVED FROM POST

PROCESSING METHODS USING THE NORTH AMERICAN DATUM OF

1983 (2011) STATE PLANE COORDINATES, VA NORTH ZONE 4501.

THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM

OF 1988 ELEVATIONS BASED ON GEOID18.

2.) FIELD SURVEY BY CIVIL & ENVIRONMENTAL CONSULTANTS, INC.,

DATED 6/17/2024 AND 6/18/2024.

3.) THERE IS ALWAYS A POSSIBILITY THAT CONTROL POINTS MAY BE

LOST OR DISTURBED. PLEASE PERFORM REASONABLE CHECKS

TO CONFIRM THAT THE CONTROL POINTS ARE STILL ACCURATE.

4.) AERIAL IMAGERY IS SHOWN FOR REFERENCE PURPOSES ONLY

AND OBTAINED FROM VIRGINIA DEPARTMENT OF EMERGENCY

MANAGEMENT (VGIN - https://vgin.vdem.virginia.gov/). IMAGERY

WAS COLLECTED IN 2021.

5.) LOCATIONS AND ELEVATIONS SHOWN WERE DERIVED BY USING

TERRESTRIAL LiDAR SCANNING.

2-STORY

STONE

BUILDING

HOOFF RUN (AKA FOUR MILE RUN)

TRINITY UNITED METHODIST CHURCH

CEMETERY

PR

ES

BY

TE

RI

AN

C

EM

ET

ER

Y

AN

D

CO

LU

MB

AR

IU

M

TOP OF STONE WALL CAP TOP OF STONE WALL CAP

TOP OF STONE WALL CAP

TOP OF STONE WALL CAP

TO

P

OF

S

TO

NE

W

AL

L C

AP

TO

P

OF

S

TO

NE

W

AL

L C

AP

TO

P

OF

S

TO

NE

W

AL

L C

AP

JA

MI

ES

ON

A

VE

NU

E

W

ILK

ES

S

TR

EE

T

CO

NC

RE

TE

SI

DE

W

AL

K

AS

PH

AL

T

SI

DE

W

AL

K

BR

IC

K

SI

DE

W

AL

K

CONSTRUCTION

ACCESS

CONTRACTOR

STAGING AREA

CONCRETESIDEWALK

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

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9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

Civil & Environmental Consultants, Inc.

(724) 327-5200

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

LS-100

Rostrum And Historical Wall Renovation

2025-04-23 MAS

SITE RESTORATION PLAN - OVERALL

Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314

KAR

SURVEY NOTE

SURVEY INFORMATION WAS PROVIDED BY CIVIL AND ENVIRONMENTAL

CONSULTANTS, INC. 777 LOWNDES HILL ROAD BUILDING 2, SUITE 100, GREENVILLE,

SC 29607.

KEY PLAN NOT TO SCALE

LAYOUT NOTES

1. VERIFY LAYOUT WITH COR PRIOR TO CONSTRUCTION AND ADJUST AS

REQUIRED.

2. DETERMINE THAT LOCATION OF UNDERGROUND UTILITIES OR FEATURES TO

REMAIN DO NOT INTERFERE WITH PROPOSED IMPROVEMENTS. IMMEDIATELY

NOTIFY COR OF ANY DISCREPANCIES OR CONFLICTS.

3. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON

DRAWINGS, BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW

CONSTRUCTION OCCURS TO FULFILL THE INTENT OF THE DRAWINGS.

4. PROTECT EXISTING STRUCTURES, WALLS, PLAQUES, SIGNS, HISTORIC

ELEMENTS, FENCING, GATES, LANDSCAPING, IRRIGATION, BENCH MARKS,

UTILITIES, SIDEWALKS, PAVING AND CURBS FROM EQUIPMENT, VEHICULAR

TRAFFIC AND GENERAL CONSTRUCTION ACTIVITIES. DAMAGED ITEMS

INTENDED TO REMAIN SHALL BE REPLACED OR REPAIRED AT NO EXPENSE TO

THE GOVERNMENT. DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL

CONDITION. ANY EXISTING LAWN AREAS DAMAGED BY CONSTRUCTION

ACTIVITIES SHALL BE RESTORED WITH SOD (NOT SEED) UNLESS OTHERWISE

NOTED.

BID SET

NO

RT

H

826CM3009

AREA BAREA A

FLAG AREA ENLARGEMENT

1. CONTRACTOR SHALL NOT WORK UPON OR STORE

ANY MATERIALS ON OCCUPIED GRAVE PLOTS.

2. PROTECT ALL EXISTING GRAVESITES,

HEADSTONES, AND FLAT MARKERS FROM DAMAGE

DUE TO CONSTRUCTION OPERATIONS.

3. MONUMENT PROTECTION SHALL BE INSTALLED

IMMEDIATELY PRIOR TO DEMOLITION OR

CONSTRUCTION ACTIVITIES OCCURRING WITHIN

10' OF EXISTING MONUMENTS AND SHALL BE

REMOVED IMMEDIATELY AFTER DEMOLITION OR

CONSTRUCTION NEAR THE MONUMENT IS

COMPLETE.

EXAMPLE OF

HEADSTONE COVER

4. HEADSTONE COVERS SHALL BE CONSTRUCTED OF ½-INCH THICK PLYWOOD

AND SHALL COMPLETELY ENCASE HEADSTONES ADJACENT TO THE WORK

AREA WITHOUT DAMAGING THEM.

5. COVER FLAT MARKERS WITH 1-INCH THICK PLYWOOD TO PROTECT THEM

FROM INCIDENTAL DAMAGE.

GRAVESITE PROTECTION NOTES

1. ALL TREES NOT INDICATED TO BE REMOVED ARE TO BE PROTECTED FROM

DAMAGE DUE TO CONSTRUCTION OPERATIONS.

2. TRUNK PROTECTION - FOR TREES OVER 6 INCH DBH: PROTECT THE TRUNK

OF THE TREE FROM ACCIDENTAL MECHANICAL DAMAGE FROM ADJACENT

CONSTRUCTION WORK BY ATTACHING LUMBER TO THE TRUNK WITH NYLON

WEBBING STRAPS. DO NOT USE NAILS OR BOLTS.

3. PROTECTION ZONE: THE AREA DEFINED BY THE DRIP LINE OF THE OUTER

EXTENT OF THE CANOPY OF A TREE OR WITHIN THE TREE PROTECTION

FENCE AREA AS SHOWN ON PLANS, WHICHEVER IS LARGER.

4. ACTIVITIES PROHIBITED WITHIN DRIPLINES/PROTECTION ZONES:

4.1. STORAGE OF ANY CONSTRUCTION MATERIALS, EQUIPMENT,

STOCKPILING, EXCAVATION OR FILL, SOIL, GRAVEL, TRASH, TOOLS,

STONES, FENCING ETC., EXCEPT IN DESIGNATED AREAS AS APPROVED

BY THE GOVERNMENT.

4.2. EQUIPMENT OR VEHICLE PARKING, EXCEPT IN DESIGNATED AREAS AS

APPROVED BY THE GOVERNMENT.

4.3. VEHICULAR TRAFFIC WITHOUT PROPER CONSTRUCTION MATTING.

4.4. MASONRY SET UP, CLEAN UP OR WASHOUT.

4.5. DUMPING OF ANY CHEMICALS, (I.E. PAINT THINNER FROM CLEANING

BRUSHES), WASH-OUT MATERIALS FROM CLEANING EQUIPMENT,

CONCRETE OR MORTAR REMAINDER, TRASH, GARBAGE, OR DEBRIS OF

ANY KIND.

5. ROOT ZONE PROTECTION:

5.1. IN GENERAL, VEHICLE TRAFFIC IS PROHIBITED IN PROTECTION ZONES,

EXCEPT IN EXISTING PAVED AREAS AS APPROVED BY OWNER. IF

EQUIPMENT ACCESS IS REQUIRED THROUGH PROTECTION ZONES,

PROVIDE THE FOLLOWING:

5.1.1. VEHICLES AND EQUIPMENT CONSTRUCTION MATTING:

GEOTEXTILE FABRIC WITH 8-INCH THICKNESS OF COARSELY

SHREDDED WOOD CHIPS ON TOP. RESPREAD OR ADD MULCH AS

NEEDED TO MAINTAIN THE SPECIFIED THICKNESS.

5.1.2. PEDESTRIAN TRAFFIC AND SHORT TERM (ONE DAY) MATERIAL

STAGING: PROTECT SOIL AND LAWN AREAS WITHIN PROTECTION

ZONES WITH 1-INCH THICK PLYWOOD.

5.2. COMPLETELY REMOVE ALL CONSTRUCTION MAT MATERIALS AS SOON

AS POSSIBLE.

6. GRADING. IN GENERAL, GRADING AND EXCAVATION IS PROHIBITED WITHIN

PROTECTION ZONES, EXCEPT IN EXISTING PAVED AREAS. IF UNAVOIDABLE,

EXCAVATION SHALL BE CONDUCTED USING TUNNELLING/BORING, HAND

DIGGING, HYDRAULIC EXCAVATION, OR PNEUMATIC EXCAVATION (AIR

SPADE) IN ORDER TO LOCATE ROOTS PRIOR TO DAMAGING THEM.

6.1. IF ROOTS OVER 1” DIAMETER ARE ENCOUNTERED:

6.1.1. PROTECT EXPOSED ROOTS BY IMMEDIATELY WRAPPING WITH

WET BURLAP AND KEEP MOIST. DO NOT LEAVE THE TRENCH OPEN

FOR LONGER THAN 4 HOURS, QUICKLY REPLACE THE SOIL AND

SOAK WITH WATER TO PACK.

6.1.2. IF POSSIBLE, LEAVE ROOTS IN PLACE.

6.1.3. IF UNAVOIDABLE, CONDUCT ROOT PRUNING BY CUTTING EXPOSED

ROOTS CLEANLY WITH A WHEEL SAW, RECIPROCATING SAW OR

SMALL PRUNING SAW. CONTRACTOR SHALL NOT RIP, CHOP, OR

TEAR ROOTS. IF STRUCTURAL ROOTS ARE ENCOUNTERED,

REMOVAL OF WHICH WOULD DESTABILIZE THE TREE, NOTIFY COR.

7. ALL PRUNING, TREE REMOVALS, ROOT PRUNING, AND FERTILIZATION

REQUIRED SHALL BE PERFORMED BY A LICENSED ARBORIST.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS OF REMEDIAL

MEASURES FOR TREES DAMAGED BY CONSTRUCTION ACTIVITIES,

INCLUDING BUT NOT LIMITED TO PRUNING, TREATMENTS, TREE REMOVAL,

AND REPLACEMENT WITH A MINIMUM SIX INCH CALIPER TREE OF THE SAME

SPECIES, AT NO ADDITIONAL COST TO THE GOVERNMENT.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND

MAINTENANCE OF ALL TREE PROTECTION FENCING. PROTECTIVE FENCING

SHALL REMAIN UNDISTURBED UNTIL ALL CONSTRUCTION ACTIVITIES HAVE

BEEN COMPLETED. IF PROTECTIVE FENCING IS DAMAGED, THE

CONTRACTOR SHALL IMMEDIATELY EXECUTE THE NECESSARY REPAIRS TO

RE-ESTABLISH THE PROTECTIVE FENCING TO ORIGINAL CONFIGURATIONS.

THE CONTRACTOR SHALL REMOVE FENCING UPON COMPLETION OF

CONSTRUCTION.

10. CONTRACTOR IS RESPONSIBLE FOR KEEPING LAWN MOWED INSIDE TREE

PROTECTION FENCE IF LEFT IN PLACE FOR MORE THAN ONE WEEK.

TREE PROTECTION NOTES

TRINITY UNITED METHODIST CHURCH

CEMETERY

HO

OF

F

RU

N (A

KA

F

OU

R

MI

LE

R

UN

TO

P

OF

S

TO

NE

W

AL

L C

AP

TO

P

OF

S

TO

NE

W

AL

L C

AP

TOP OF STONE WALL CAP

JAMIESON AVENUE

ASPHALT

CONCRETE CURB

CONCRETE CURB

ASPHALT SIDEWALK

BRICK SIDEWALK

ASPHALT

CONCRETE CURB

TW=13.02

TW=13.20

TW=13.16

TW=13.00

TW=12.94

TW=12.83

TW=12.75

TW=12.66

TW=12.56

TW=12.47

TW=12.47

TW=12.58

TW=12.99

TW=16.55

TW=17.03

TW=17.95

TW=19.20 TW=19.68

TW=21.12

TW=24.03

TW=25.58

TW=26.50

TW=26.89

TW=27.43

TW=27.53

TW=28.27

TW=28.01

TW=27.14

TW=25.41

TW=23.48

TW=22.88

TW=23.08

TW=23.60

TW=24.38

TW=25.10

TW=25.77

TW=26.54

TW=27.65

TW=28.47

WROUGHT IRON FENCE

BW=12.5 BW=12.8

BW=9.8BW=9.7

BW=9.0 BW=9.3

BW=8.5

BW=8.9

BW=8.5 BW=8.9

BW=8.3

BW=8.8

BW=8.1

BW=8.6

BW=8.1

BW=8.4

BW=8.2

BW=8.4

BW=7.5 BW=7.4

BW=8.0

BW=7.4

BW=7.9 BW=8.9

BW=9.2

BW=9.6

BW=16.9

BW=9.5

BW=10.6

BW=17.8

BW=13.5

BW=19.2

BW=14.8

BW=19.6

BW=15.7

BW=20.9

BW=18.0

BW=20.6

BW=21.8

BW=22.1

BW=22.3

BW=22.6

BW=22.2

BW=22.8

BW=22.7

BW=22.9

BW=23.5

BW=23.7

BW=23.5

BW=24.1BW=24.1

BW=24.4BW=23.8

BW=24.3BW=22.9

BW=22.2BW=21.0

BW=20.1

BW=19.2

BW=18.9BW=18.8

BW=18.5BW=19.2

BW=18.7BW=19.6

BW=19.5BW=20.5

BW=20.9

BW=21.5

BW=22.3BW=22.7

BW=22.6BW=23.0

BW=24.0BW=23.7

BW=24.8

BW=24.8

CONCRETE

PAD WITH

TRASH CANS

GATE

WROUGHT IRON FENCE

GRAVE

ENCLOSURE

GRAVE

ENCLOSURE

HEAD STONES

(TYPICAL)

PROTECT EXISTING

TREE TO REMAIN,

TYP.

PROTECT EXISTING

TREE TO REMAIN,

TYP.

PROTECT EXISTING

TREE TO REMAIN,

TYP.

REMOVE TREE

LEANING ON WALL -

(~12" DBH). CUT STUMP

FLUSH WITH GRADERESTORE HISTORIC STONE

WALL - REFER TO STONE

WALL RESTORATION NOTES

BY STATION AND 1/LS-501

RESTORE HISTORIC STONE

WALL - REFER TO STONE

WALL RESTORATION NOTES

BY STATION AND 1/LS-501

RESTORE HISTORIC STONE

WALL - REFER TO STONE

WALL RESTORATION NOTES

BY STATION AND 1/LS-501

PROTECT EXISTING

TREE TO REMAIN,

TYP.

PROTECT EXISTING

TREE TO REMAIN,

TYP.

WALL A

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+50

6+00

6+50

7+00

7+50

WALL A

8+00

0+25

0+75

1+25

1+75

2+25

2+75

3+25

3+75

4+25

4+75

5+25

5+75

6+25

6+75

7+25

7+75

WALL A

STA.=4+93.14

WALL A

STA.=4+53.35

WALL A

STA.=4+47.75

WALL A

STA.=2+52.75

CONCRETESIDEWALK

REFER TO LS-100 FOR TREE PROTECTION NOTES

BID SET

NORTH

TREE PROTECTION NOTES

VA FORM 08 - 6231

A

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9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

Civil & Environmental Consultants, Inc.

(724) 327-5200

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

LS-101

Rostrum And Historical Wall Renovation

2025-04-23 MAS

SITE RESTORATION PLAN - AREA A

Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314

KAR

SURVEY NOTE

SURVEY INFORMATION WAS PROVIDED BY CIVIL AND ENVIRONMENTAL

CONSULTANTS, INC. 777 LOWNDES HILL ROAD BUILDING 2, SUITE 100, GREENVILLE,

SC 29607.

KEY PLAN NOT TO SCALE

826CM3009

LAYOUT NOTES

1. VERIFY LAYOUT WITH COR PRIOR TO CONSTRUCTION AND ADJUST AS

REQUIRED.

2. DETERMINE THAT LOCATION OF UNDERGROUND UTILITIES OR FEATURES TO

REMAIN DO NOT INTERFERE WITH PROPOSED IMPROVEMENTS. IMMEDIATELY

NOTIFY COR OF ANY DISCREPANCIES OR CONFLICTS.

3. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON

DRAWINGS, BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW

CONSTRUCTION OCCURS TO FULFILL THE INTENT OF THE DRAWINGS.

4. PROTECT EXISTING STRUCTURES, WALLS, PLAQUES, SIGNS, HISTORIC

ELEMENTS, FENCING, GATES, LANDSCAPING, IRRIGATION, BENCH MARKS,

UTILITIES, SIDEWALKS, PAVING AND CURBS FROM EQUIPMENT, VEHICULAR

TRAFFIC AND GENERAL CONSTRUCTION ACTIVITIES. DAMAGED ITEMS

INTENDED TO REMAIN SHALL BE REPLACED OR REPAIRED AT NO EXPENSE TO

THE GOVERNMENT. DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL

CONDITION. ANY EXISTING LAWN AREAS DAMAGED BY CONSTRUCTION

ACTIVITIES SHALL BE RESTORED WITH SOD (NOT SEED) UNLESS OTHERWISE

NOTED.

MATCHLINE LS-102

STATION

START

STATION

END

LINEAR

FEET

CONTRACT

OPTION

REMOVE

VEGETATION

CLEAN ALL

SURFACES

REPOINT

CAP

JOINTS (%)

REPOINT

EXTERIOR

FACE

JOINTS (SF)

REPOINT

INTERIOR

FACE

JOINTS (SF) NOTES

0+00 2+34 234

CONTRACT

OPTION 3 YES YES 100% 0 0 CLEAN OUT THRU-WALL DRAINS (10 DRAINS)

0+23.5 0+25 1.5

CONTRACT

OPTION 1 NO NO 0% 3 0

RESET ONE STONE ON EXTERIOR WALL BUTTRESS

IN FULL BED OF HYDRAULIC LIME MORTAR AND

REPOINT SURROUNDING JOINTS

2+14 2+15 1

CONTRACT

OPTION 1 NO NO 0% 0 0

REMOVE LOOSE CONCRETE AND FILL VOID AT

EXTERIOR BASE OF WALL WITH 3,000 PSI

CONCRETE (APPROX. 1 CUBIC FOOT).

2+34 2+52.75 18.75

CONTRACT

OPTION 3 YES YES 100% 16 29

2+52.75 3+51 98.25

CONTRACT

OPTION 3 YES YES 100% 0 97

3+51 3+58 7

CONTRACT

OPTION 1 YES NO 100% 0 5

WALL CAP HAS BEEN LIFTED BY TREE ROOTS.

REMOVE CAP AND PRUNE ROOTS TO 6" AWAY FROM

BACK OF WALL. RESET CAP IN FULL BED OF

HYDRAULIC LIME MORTAR

3+58 3+85 27

CONTRACT

OPTION 3 YES YES 100% 0 29

3+85 3+93 8

CONTRACT

OPTION 1 YES YES 100% 5 0

3+93 4+09 16

CONTRACT

OPTION 1 YES YES 100% 25 50

4+09 4+91 82

CONTRACT

OPTION 1 YES YES 100% 87 85

4+91 5+01 10

CONTRACT

OPTION 1 YES YES 100% 42 37

REMOVE WALL CAPS AND REBUILD DAMAGED

PORTION OF WALL ABOVE GRADE. SET STONES

AND POINT ALL JOINTS WITH HYDRAULIC LIME

MORTAR.

5+01 5+38 37

CONTRACT

OPTION 2 YES YES 100% 22 22

5+38 6+70 132

CONTRACT

OPTION 2 YES YES 100% 74 78

6+15 6+18 3

CONTRACT

OPTION 1 YES YES 100% 0 0

FILL VOID UNDER WALL CAP WITH HYDRAULIC LIME

MORTAR.

6+70 7+17 47

CONTRACT

OPTION 2 YES YES 100% 34 42

7+17 7+77 60

CONTRACT

OPTION 2 YES YES 100% 34 39

7+39 7+58.5 19.5

CONTRACT

OPTION 1 NO NO 100% 0 0

REPAIR TWO BROKEN CAPSTONES. THE BROKEN

PARTS ARE LYING ON THE GROUND NEAR THE

EXTERIOR OF THE WALL. REATTACH PIECES TO

MAIN CAP USING 1/4" DIA SS EPOXY DOWELS

7+77 7+85 8

CONTRACT

OPTION 2 YES YES 100% 32 5

7+85 8+29 44

CONTRACT

OPTION 2 YES YES 100% 24 23

8+29 8+54.62 25.62

CONTRACT

OPTION 1 YES YES 100% 0 0

NOTES:

1. "INTERIOR" GENERALLY REFERS TO THE SIDE OF THE WALL THAT FACES THE CEMETERY; "EXTERIOR" REFERS TO

THE OPPOSITE SIDE AND/OR THE SIDE WITH BUTTRESSES

2. QUANTITIES INDICATED ARE FOR BIDDING PURPOSES. DOCUMENT PRECONSTRUCTION CONDITION PRIOR TO

STARTING CONSTRUCTION AND NOTIFY THE COR OF ANY DISCREPANCIES.

3. STATIONING REFERS TO DISTANCE FROM ORIGIN. FOR EXAMPLE 7+50 MEANS 750 FEET FROM THE ORIGIN POINT

OF 0+00.

4. ALL WORK SHALL COMPLY WITH STONEWORK RESTORATION NOTES ON SHEET LS-501.

HISTORIC PERIMETER STONE WALL RESTORATION NOTES BY STATION

WALL A - STATIONS 0+00 TO 8+54.62

2-STORY

STONE

BUILDING

HO

OF

F

RU

N

(A

KA

F

OU

R

MI

LE

R

UN

TRINITY UNITED METHODIST CHURCH

PRESBYTERIAN CEMETERY AND COLUMBARIUM

TO

P

OF

S

TO

NE

W

AL

L C

AP

TO

P

OF

S

TO

NE

W

AL

L C

AP

TOP OF STONE WALL CAP

TOP OF STONE WALL CAP

ENDWALL

RIPRAP

WROUGHT IRON FENCE

SIGNS

CONCRETE

SIDEWALK

WILKES STREET

CONCRETE SIDEWALK

CO

NC

RE

TE

S

ID

EW

AL

K

CO

NC

RE

TE

S

ID

EW

AL

K

CONCRETE ROLLED CURB

ASPHALT

ROCK

GRASS

GRASS

CONCRETE CURB

ROCK LIMESTONE CURB

BRICK SIDEWALK

LIMESTONE CURB

CONCRETE SIDEWALK

CONCRETE SIDEWALK

FLAGSTONE

CONCRETE ROLLED CURB

CONCRETE ROLLED CURB

LIMESTONE CURB

GRASS

MULCH

MULCH

MULCH

MULCH

CONCRETE SIDEWALK

GRASS

LIMESTONE CURB

LIMESTONE CURB

LIM

ES

TO

NE

C

UR

B

LIM

ES

TO

NE

C

UR

B

FLAGSTONE

FLAGSTONE

CONCRETE CURB

CONCRETE CURB

ASPHALT

CO

NC

RE

TE

C

UR

B

CO

NC

RE

TE

C

UR

B

AS

PH

AL

T

GRASSGRASS

CONCRETE

SIDEWALK

LIM

ES

TO

NE

C

UR

B

TW=32.84

TW=30.90

TW=30.80

TW=30.94

TW=30.96

TW=30.98

TW=30.48

TW=29.69

TW=27.96

TW=25.76

TW=23.29

TW=22.10

TW=22.26

TW=22.94

TW=23.86

TW=24.81

TW=26.08

TW=27.22

TW=28.23

TW=28.95

TW=27.99

TW=27.24TW=26.47TW=25.60TW=24.96TW=23.83TW=22.82TW=22.04TW=21.23

TW=20.11

TW=19.96

TW=19.69

TW=18.95

TW=18.45

TW=17.80

TW=17.38

TW=16.96

TW=16.51

TW=15.99

TW=15.65

TW=15.39

TW=15.37

TW=15.37

TW=29.18

TW=29.78

TW=32.68

TW=16.38

TW=20.58

TW=16.33 TW=20.53

TW=20.50

TW=20.54

TW=20.56

TW=20.49 TW=20.54 TW=20.55 TW=20.55

TW=20.57

TW=20.57

TW=20.60

TW=20.61

TW=25.23

TW=25.22

TW=20.62

TW=15.02

TW=17.50

TW=17.48TW=14.69

TW=20.61

TW=22.00

TW=26.38

TW=29.08

TW=31.76

TW=32.42

TW=32.47

TW=29.22

TW=29.22

TW=29.22

TW=32.41

TW=32.44

TW=31.79

TW=29.06

TW=26.41

TW=21.97

TW=20.68

BW=26.9

BW=27.7

BW=24.5

BW=21.1

BW=19.7

BW=19.5

BW=20.5

BW=22.6

BW=26.8

BW=27.7

BW=28.78

BW=29.04

BW=28.74

BW=16.92

BW=16.93BW=14.1

BW=14.3

BW=15.2

BW=16.2

BW=16.80

BW=14.85

BW=14.80 BW=16.75

BW=15.0 BW=15.9

BW=15.9

BW=16.6

BW=16.8

BW=17.17

BW=16.98

BW=16.97

BW=16.80

BW=13.42

BW=13.48

BW=17.18 BW=17.38

BW=17.6 BW=18.1

BW=18.9

BW=19.1

BW=19.5

BW=20.3

BW=20.2 BW=23.8

BW=24.71BW=17.64

BW=17.67

BW=17.29

BW=17.51

BW=24.74

BW=17.67

BW=17.9

BW=24.3

BW=27.0

BW=26.9

BW=26.8

BW=26.6

BW=26.79

BW=26.9

BW=27.1

BW=27.2

BW=27.1

BW=27.1

BW=27.2

BW=26.1BW=26.5

BW=25.7BW=25.4

BW=24.5BW=23.7

BW=22.2BW=21.4

BW=20.6BW=19.6

BW=18.9BW=18.3

BW=19.0BW=18.2

BW=19.8

BW=18.9

BW=20.5BW=19.7

BW=21.1BW=20.4

BW=21.8BW=21.6

BW=23.2BW=22.4

BW=24.1

BW=23.6

BW=25.7

BW=24.7

BW=24.5

BW=23.7

BW=23.9

BW=23.0

BW=23.0

BW=22.1

BW=22.2

BW=21.2

BW=21.2

BW=20.3

BW=20.3

BW=19.5

BW=19.0

BW=18.4

BW=18.3

BW=17.4

BW=17.3

BW=16.6

BW=17.6

BW=16.0

BW=15.8

BW=16.7

BW=13.7

BW=15.9

BW=11.5

BW=15.4

BW=10.2

BW=15.2

BW=9.4

BW=14.3

BW=7.8

BW=10.5

BW=6.9

BW=5.7

TW=16.70 TW=16.70 TW=16.70

TW=17.45

TW=18.49 TW=18.61

TW=19.61 TW=19.73

BW=26.9 BW=27.0

BW=17.3

BW=15.8

BW=6.5

TW=17.66

BW=14.4

BW=15.5

BW=9.9

TW=17.38

TW=18.47

TW=18.56

TW=19.59

BW=12.2

BW=16.1

BW=15.5

BW=15.6

BW=14.5BW=14.6

BW=14.2

BW=14.0

BW=14.2 BW=13.9

BW=13.0

BW=12.8

BW=12.1

BW=12.4

BW=11.1

BW=12.2

BW=12.2BW=11.1

BW=10.8 BW=11.6

BW=11.3 BW=11.1

BW=12.5 BW=12.0

BW=12.9

BW=25.2

BW=25.8

BW=26.4

BW=27.2

BW=26.8

BW=26.56

BW=26.60

SIGN

"ALEXANDRIA

NATIONAL

CEMETERY"

CONCRETE

PAD WITH

TRASH CANS

CONCRETE

PORCH

HEAD STONES

(TYPICAL)

GRAVE

ENCLOSURE

MONUMENT

STONE

MONUMENT

BC=16.95 BC=18.06 BC=19.16

BC=17.98BC=17.08 BC=18.66

BC=16.89

BC=17.03

BC=18.40 BC=18.69

BC=16.85 BC=16.96

BC=17.92

BC=18.15

BC=16.85 BC=17.13 BC=17.54

28.3328.67

22.19

28.68 28.39

TC=17.13 TC=18.24 TC=19.35

TC=18.78TC=18.17TC=17.33

TC=17.07

TC=17.24

TC=18.53 TC=18.87

TC=18.33

TC=18.07

TC=17.13TC=17.03

TC=16.93 TC=17.23 TC=17.68

BENCHMARK EL.=28.36

SET REBAR W/ CEC CAP

BENCHMARK EL.=28.54

SET REBAR W/ CEC CAP

PROTECT EXISTING

TREE TO REMAIN,

TYP.

RESTORE HISTORIC STONE

WALL - REFER TO STONE

WALL RESTORATION NOTES

BY STATION AND 1/LS-501

RESTORE HISTORIC STONE

WALL - REFER TO STONE

WALL RESTORATION NOTES

BY STATION AND 1/LS-501

RESTORE HISTORIC STONE

WALL - REFER TO STONE

WALL RESTORATION NOTES

BY STATION AND 1/LS-501

RESTORE HISTORIC STONE

WALL - REFER TO STONE

WALL RESTORATION NOTES

BY STATION AND 1/LS-501

WALL B

8+54.30

WALL B

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+50

6+00

6+50

7+00

7+50

8+00

8+50

0+25

0+75

1+25

1+75

2+25

2+75

3+25

3+75

4+25

4+75

5+25

5+75

6+25

6+75

7+25

7+75

8+25

WALL C

1+47.79

WALL C

0+00

0+50

1+00

0+25

0+75

1+25

WALL A

8+54.62

8+50

8+25

WALL B

STA.=3+65.85

WALL B

STA.=6+03.84

CONCRETESIDEWALK

BID SET

NORTH

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

Civil & Environmental Consultants, Inc.

(724) 327-5200

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

LS-102

Rostrum And Historical Wall Renovation

2025-04-23 MAS

SITE RESTORATION PLAN - AREA B

Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314

KAR

SURVEY NOTE

SURVEY INFORMATION WAS PROVIDED BY CIVIL AND ENVIRONMENTAL

CONSULTANTS, INC. 777 LOWNDES HILL ROAD BUILDING 2, SUITE 100, GREENVILLE,

SC 29607.

KEY PLAN NOT TO SCALE

826CM3009

LAYOUT NOTES

1. VERIFY LAYOUT WITH COR PRIOR TO CONSTRUCTION AND ADJUST AS

REQUIRED.

2. DETERMINE THAT LOCATION OF UNDERGROUND UTILITIES OR FEATURES TO

REMAIN DO NOT INTERFERE WITH PROPOSED IMPROVEMENTS. IMMEDIATELY

NOTIFY COR OF ANY DISCREPANCIES OR CONFLICTS.

3. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON

DRAWINGS, BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW

CONSTRUCTION OCCURS TO FULFILL THE INTENT OF THE DRAWINGS.

4. PROTECT EXISTING STRUCTURES, WALLS, PLAQUES, SIGNS, HISTORIC

ELEMENTS, FENCING, GATES, LANDSCAPING, IRRIGATION, BENCH MARKS,

UTILITIES, SIDEWALKS, PAVING AND CURBS FROM EQUIPMENT, VEHICULAR

TRAFFIC AND GENERAL CONSTRUCTION ACTIVITIES. DAMAGED ITEMS

INTENDED TO REMAIN SHALL BE REPLACED OR REPAIRED AT NO EXPENSE TO

THE GOVERNMENT. DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL

CONDITION. ANY EXISTING LAWN AREAS DAMAGED BY CONSTRUCTION

ACTIVITIES SHALL BE RESTORED WITH SOD (NOT SEED) UNLESS OTHERWISE

NOTED.

MATCHLINE LS-101

REFER TO SHEET LS-103 FOR ROSTRUM/

FLAGPOLE AREA WORK.

ALL WORK SHOWN ON LS-103 IS IN THE

BASE CONTRACT.

STATION

START

STATION

END

LINEAR

FEET

CONTRACT

OPTION

REMOVE

VEGETATION

CLEAN ALL

SURFACES

REPOINT

CAP

JOINTS (%)

REPOINT

EXTERIOR

FACE

JOINTS (SF)

REPOINT

INTERIOR

FACE

JOINTS (SF) NOTES

0+00 1+47.49 147.49

CONTRACT

OPTION 4 YES YES 100% 0 83 "EXTERIOR" IS THE SIDE WITH BUTTRESSES

HISTORIC STONE PERIMETER WALL RESTORATION NOTES BY STATION

WALL C - STATIONS 0+00 TO 1+47.79

NOTES:

1. "INTERIOR" GENERALLY REFERS TO THE SIDE OF THE WALL THAT FACES THE CEMETERY; "EXTERIOR" REFERS TO THE OPPOSITE SIDE AND/OR THE

SIDE WITH BUTTRESSES

2. QUANTITIES INDICATED ARE FOR BIDDING PURPOSES. DOCUMENT PRECONSTRUCTION CONDITION PRIOR TO STARTING CONSTRUCTION AND NOTIFY

THE COR OF ANY DISCREPANCIES.

3. STATIONING REFERS TO DISTANCE FROM ORIGIN. FOR EXAMPLE 7+50 MEANS 750 FEET FROM THE ORIGIN POINT OF 0+00.

4. ALL WORK SHALL COMPLY WITH STONEWORK RESTORATION NOTES ON SHEET LS-501.

STATION

START

STATION

END

LINEAR

FEET

CONTRACT

OPTION

REMOVE

VEGETATION

CLEAN ALL

SURFACES

REPOINT

CAP

JOINTS (%)

REPOINT

EXTERIOR

FACE

JOINTS (SF)

REPOINT

INTERIOR

FACE

JOINTS (SF) NOTES

0+00 0+06 6

CONTRACT

OPTION 1 YES YES 100% 4 0

0+06 0+20 14

CONTRACT

OPTION 1 YES YES 100% 9 0

0+20 0+50 30

CONTRACT

OPTION 1 YES YES 100% 18 108

0+50 2+45.5 195.5

CONTRACT

OPTION 4 YES YES 100% 103 113

2+45.5 2+53.5 8

CONTRACT

OPTION 1 YES YES 100% 25 31

2+53.5 3+65.85 112.55

CONTRACT

OPTION 4 YES YES 100% 62 72

3+65.85 5+34 168.15

CONTRACT

OPTION 4 YES YES 100% 568 104

5+34 6+03.84 69.84

CONTRACT

OPTION 4 YES YES 100% 60 74

6+03.84 6+15 11.16

CONTRACT

OPTION 4 YES YES 100% 6 7 UNCLOG ALL THROUGH-WALL DRAINS (7 TOTAL)

6+15 6+19 4

CONTRACT

OPTION 1 NO NO 100% 0 0

REPAIR BROKEN CAPSTONES. THE BROKEN PARTS

ARE LYING ON THE GROUND NEAR THE EXTERIOR

OF THE WALL. REATTACH PIECES TO MAIN CAP

USING 1/4" DIA SS EPOXY DOWELS

6+19 6+40 21

CONTRACT

OPTION 4 YES YES 100% 14 13

6+40 6+60 20

CONTRACT

OPTION 1 YES YES 100% 86 82

REPOINT 100% OF ALL INTERIOR AND EXTERIOR

FACE JOINTS AT THROUGH-WALL CRACK.

6+60 8+54.30 194.3

CONTRACT

OPTION 4 YES YES 100% 122 119

8+24 8+26 2

CONTRACT

OPTION 1 NO NO 0% 5 0

RESET DISPLACED STONE AT EXTERIOR SIDE OF

BASE OF BUTTRESS AND REPOINT SURROUNDING

JOINTS.

NOTES:

1. "INTERIOR" GENERALLY REFERS TO THE SIDE OF THE WALL THAT FACES THE CEMETERY; "EXTERIOR" REFERS TO THE OPPOSITE SIDE AND/OR THE

SIDE WITH BUTTRESSES.

2. QUANTITIES INDICATED ARE FOR BIDDING PURPOSES. DOCUMENT PRECONSTRUCTION CONDITION PRIOR TO STARTING CONSTRUCTION AND NOTIFY

THE COR OF ANY DISCREPANCIES.

3. STATIONING REFERS TO DISTANCE FROM ORIGIN. FOR EXAMPLE 7+50 MEANS 750 FEET FROM THE ORIGIN POINT OF 0+00.

4. ALL WORK SHALL COMPLY WITH STONEWORK RESTORATION NOTES ON SHEET LS-501.

HISTORIC STONE PERIMETER WALL RESTORATION NOTES BY STATION

WALL B - STATIONS 0+00 TO 8+54.30

REFER TO LS-100 FOR TREE PROTECTION NOTES

2-STORY

STONE

BUILDING

ENDWALL

RIPRAP

SIGNS

WILKES STREET

TO

P

OF

S

TO

NE

W

AL

L C

AP

TO

P

OF

S

TO

NE

W

AL

L C

AP

TO

P

OF

S

TO

NE

W

AL

L C

AP

CONCRETE SIDEWALK

CO

NC

RE

TE

S

ID

EW

AL

K

CO

NC

RE

TE

S

ID

EW

AL

K

CONCRETE ROLLED CURB

ASPHALT

ROCK

GRASS

ROCK

GRASS

CONCRETE CURB

ROCK LIMESTONE CURB

BRICK SIDEWALK

LIMESTONE CURB

CONCRETE SIDEWALK

CONCRETE SIDEWALK

FLAGSTONE

CONCRETE ROLLED CURB

CONCRETE ROLLED CURB

LIMESTONE CURB

GRASS

MULCH

MULCH

MULCH

MULCH

CONCRETE SIDEWALK

GRASS

LIMESTONE CURB

LIMESTONE CURB

LIM

ES

TO

NE

C

UR

B

LIM

ES

TO

NE

C

UR

B

FLAGSTONE

FLAGSTONE

CONCRETE CURB

CONCRETE CURB

ASPHALT

CO

NC

RE

TE

C

UR

B

CO

NC

RE

TE

C

UR

B

ASPHALT

GRASS

GRASS

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

LIM

ES

TO

NE

C

UR

B

TW=32.84

TW=30.90

TW=30.80

TW=30.94

TW=30.96

TW=30.98

TW=30.48

TW=29.69

TW=27.96

TW=25.76

TW=23.29

TW=15.65

TW=15.39

TW=15.37

TW=15.37

TW=29.18

TW=29.78

TW=32.68

TW=16.38

TW=20.58

TW=16.33 TW=20.53

TW=20.50

TW=20.54

TW=20.56

TW=20.49 TW=20.54 TW=20.55 TW=20.55

TW=20.57

TW=20.57

TW=20.60

TW=20.61

TW=25.23

TW=25.22

TW=20.62

TW=15.02

TW=17.50

TW=17.48TW=14.69

TW=20.61

TW=22.00

TW=26.38

TW=29.08

TW=31.76

TW=32.42

TW=32.47

TW=29.22

TW=29.22

TW=29.22

TW=32.41

TW=32.44

TW=31.79

TW=29.06

TW=26.41

TW=21.97

TW=20.68

BW=26.9

BW=27.7

BW=24.5

BW=21.1

BW=19.7

BW=19.5

BW=20.5

BW=22.6

BW=26.8

BW=27.7

BW=28.78

BW=29.04

BW=28.74

BW=16.92

BW=16.93BW=14.1

BW=14.3

BW=15.2

BW=16.2

BW=16.80

BW=14.85

BW=14.80 BW=16.75

BW=15.0 BW=15.9

BW=15.9

BW=16.6

BW=16.8

BW=17.17

BW=16.98

BW=16.97

BW=16.80

BW=13.42

BW=13.48

BW=17.18 BW=17.38

BW=17.6 BW=18.1

BW=18.9

BW=19.1

BW=19.5

BW=20.3

BW=20.2 BW=23.8

BW=24.71BW=17.64

BW=17.67

BW=17.29

BW=17.51

BW=24.74

BW=17.67

BW=17.9

BW=24.3

BW=27.0

BW=26.9

BW=26.8

BW=26.6

BW=26.79

BW=26.9

BW=27.1

BW=27.2

BW=27.1

BW=27.1

BW=27.2

BW=26.1BW=26.5

BW=25.7BW=25.4

BW=24.5BW=23.7

BW=22.2BW=21.4

BW=20.6BW=19.6

BW=26.9 BW=27.0

BW=10.8 BW=11.6

BW=11.3 BW=11.1

BW=12.5 BW=12.0

BW=12.9

BW=25.2

BW=25.8

BW=26.4

BW=27.2

BW=26.8

BW=26.56

BW=26.60

OVERHANG

SIGN

"ALEXANDRIA

NATIONAL

CEMETERY"

CONCRETE

PAD WITH

TRASH CANS

CONCRETE

PORCH

TACTILE INDICATOR PAD

(TYPICAL)

MONUMENT

BENCH

COLUMN

(TYPICAL)

MULCH

STONE

MONUMENT

BC=16.95 BC=18.06 BC=19.16

BC=17.98BC=17.08 BC=18.66

BC=16.89

BC=17.03

BC=18.40 BC=18.69

BC=16.85 BC=16.96

BC=17.92

BC=18.15

BC=16.85 BC=17.13 BC=17.54

28.3328.67

22.19

28.68 28.39

TC=17.13 TC=18.24 TC=19.35

TC=18.78TC=18.17TC=17.33

TC=17.07

TC=17.24

TC=18.53 TC=18.87

TC=18.33

TC=18.07

TC=17.13TC=17.03

TC=16.93 TC=17.23 TC=17.68

LIM

ES

TO

NE

C

UR

B

LIM

ES

TO

NE

C

UR

B

BENCHMARK EL.=28.36

SET REBAR W/ CEC CAP

BENCHMARK EL.=28.54

SET REBAR W/ CEC CAP

REFER TO ARCH

DRAWINGS FOR

ROSTRUM

RESTORATION

REPOINT CRACK

IN FACE OF WALL

AND CAP

CLEAN ALL EXPOSED

STONEWORK ON ALL

FACES AND TOP, REPOINT

ALL CAP JOINTS AND 100%

OF WALL FACE JOINTS,

TYP. THIS ENTIRE WALL

SEGMENT ON ALL SIDES

REPOINT 100%

FACE JOINTS ON

THIS COLUMN

ON ALL SIDES

REPAIR CORNER OF STONE

WALL; RESET ALL LOOSE

STONES AND REPOINT ALL

JOINTS

REPOINT JOINT UNDER

CAPSTONES, BOTH

SIDES OF CURVED

CHEEK WALL

RESTORE CURVED

RAILING - REFER

TO LS-503

RESTORE STAIR

RAILINGS, BOTH SIDES -

REFER TO LS-503

REFER TO LS-502 AND LS-503 FOR

REFERENCE PHOTOS; COMPLY WITH

STONEWORK RESTORATION NOTES

ON SHEET LS-502 FOR ALL MASONRY

WORK SHOWN ON THIS SHEET

ALL WORK SHOWN ON

THIS SHEET IS IN THE

BASE CONTRACT

CLEAN ALL EXPOSED

STONEWORK ON ALL FACES

AND TOP, REPOINT ALL CAP

JOINTS, TYP. THIS ENTIRE

WALL SEGMENT

CLEAN ALL EXPOSED

STONEWORK ON ALL FACES

AND TOP, REPOINT ALL CAP

JOINTS, TYP. THIS ENTIRE

WALL SEGMENT

CLEAN ALL EXPOSED

STONEWORK ON ALL

FACES AND TOP, REPOINT

ALL CAP JOINTS, TYP. THIS

ENTIRE WALL SEGMENT

CLEAN ALL EXPOSED

STONEWORK ON ALL FACES

AND TOP, REPOINT ALL CAP

JOINTS, TYP. THIS ENTIRE

WALL SEGMENT

CLEAN ALL EXPOSED

STONEWORK ON ALL FACES

AND TOP, REPOINT ALL CAP

JOINTS, TYP. THIS ENTIRE

WALL SEGMENT

CLEAN ALL EXPOSED

STONEWORK ON ALL FACES

AND TOP, REPOINT ALL CAP

JOINTS, TYP. THIS ENTIRE

WALL SEGMENT

CLEAN ALL EXPOSED

STONEWORK ON ALL FACES

AND TOP, REPOINT ALL CAP

JOINTS, TYP. THIS ENTIRE

WALL SEGMENT

CLEAN ALL EXPOSED

STONEWORK ON ALL FACES

AND TOP, REPOINT ALL CAP

JOINTS, TYP. THIS ENTIRE

WALL SEGMENT

CLEAN ALL EXPOSED

STONEWORK ON ALL FACES

AND TOP, REPOINT ALL CAP

JOINTS, TYP. THIS ENTIRE

WALL SEGMENT

REPLACE MISSING CAPSTONE

WITH MATCHING STONE AND

SET IN FULL BED OF MORTAR

STONE CAP COLOR, TYPE,

DIMENSIONS AND FINISHES

SHALL MATCH THE EXISTING

STONE.

REPOINT 25% OF WALL FACE

JOINTS - STAIR SIDE OF THIS

WALL SEGMENT

REPOINT ALL JOINTS

SURROUNDING CARVED

LIMESTONE PLAQUE

BID SET

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

Civil & Environmental Consultants, Inc.

(724) 327-5200

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

LS-103

Rostrum And Historical Wall Renovation

2025-04-23 MAS

SITE RESTORATION PLAN - FLAG AREA

ENLARGEMENT - BASE CONTRACT

Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314

KAR

SURVEY NOTE

SURVEY INFORMATION WAS PROVIDED BY CIVIL AND ENVIRONMENTAL

CONSULTANTS, INC. 777 LOWNDES HILL ROAD BUILDING 2, SUITE 100, GREENVILLE,

SC 29607.

KEY PLAN NOT TO SCALE

826CM3009

NORTH

LAYOUT NOTES

1. VERIFY LAYOUT WITH COR PRIOR TO CONSTRUCTION AND ADJUST AS

REQUIRED.

2. DETERMINE THAT LOCATION OF UNDERGROUND UTILITIES OR FEATURES TO

REMAIN DO NOT INTERFERE WITH PROPOSED IMPROVEMENTS. IMMEDIATELY

NOTIFY COR OF ANY DISCREPANCIES OR CONFLICTS.

3. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON

DRAWINGS, BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW

CONSTRUCTION OCCURS TO FULFILL THE INTENT OF THE DRAWINGS.

4. PROTECT EXISTING STRUCTURES, WALLS, PLAQUES, SIGNS, HISTORIC

ELEMENTS, FENCING, GATES, LANDSCAPING, IRRIGATION, BENCH MARKS,

UTILITIES, SIDEWALKS, PAVING AND CURBS FROM EQUIPMENT, VEHICULAR

TRAFFIC AND GENERAL CONSTRUCTION ACTIVITIES. DAMAGED ITEMS

INTENDED TO REMAIN SHALL BE REPLACED OR REPAIRED AT NO EXPENSE TO

THE GOVERNMENT. DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL

CONDITION. ANY EXISTING LAWN AREAS DAMAGED BY CONSTRUCTION

ACTIVITIES SHALL BE RESTORED WITH SOD (NOT SEED) UNLESS OTHERWISE

NOTED.

REFER TO LS-100 FOR TREE PROTECTION NOTES