839CM3028_3030 Bid Dwg Culpeper Bk07.pdf

E

E

E

E

E

E

E

E

E

E

E

T

W

W

W W

W

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

W

S S

S S

SS

S S

T

V

T V

TV

T

V

T V

T V

T V

T

V

T V

T V

T V

T V

T V

T V

T

V

T

V

T V

T V

T V

E

E

E

E

E

E E

E

W W

W

W

W W

W W

W

W

W

W

W

W

W

W

W

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O

H E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O

H E

O

H

E

O

H

E

O

H

E

O

H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O

H

E

O

H

E

O

H

E

O

H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O

H E

O

H

E

O

H

E

O

H

E

O

H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O

H

E

O

H

E

O

H

E

O

H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O

H

E

O

H

E

O

H

E

O

H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O

H E

O H

E

O H

E

O H

E

O H

E

1 4

0 3

REPLACE EXISTING ORGANIC MULCH

WITH 6 INCH DEPTH ROUNDED RIVER

ROCK MULCH, 2-3" DIAMETER, OVER

LANDSCAPE FABRIC, AS SPECIFIED

(2) CERCIS

CANADENSIS

M A

T C

H L I N

E

A

R E

A

B

M A

T C

H L I N

E

A

R E

A

B

M A

T C

H L I N

E

A

R E

A

A

407 406 405

8 397 396 395

394 393 392 391

3 40 2 401

W

W

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

CO

CO

CO

CO

CO

FH

icv

E

J

B

C

O

M

M

Maintenance

VA FORM 08 - 6231

A

F i l e

P a t h

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 ENGINEER

KCI Technologies INC.

302-731-9176

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

LP-101

Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----

2020-05-22 MAS

PLANTING PLAN - AREA A

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

KAR

SURVEY NOTE

SURVEY INFORMATION WAS PROVIDED BY KCI TECHNOLOGIES,

INC., 1352 MARROWS ROAD, SUITE 100, NEWARK, DE 19711. FIELD

WORK WAS CONDUCTED FEBRUARY THROUGH APRIL 2019.

CEMETERY ANNEX PROPERTY LINE INFORMATION IS FROM A 2014

SURVEY PREPARED BY KCI TECHNOLOGIES, 4601 SIX FORKS ROAD,

SUITE 220, RALEIGH, NC 27609. THIS PLAN DOES NOT REPRESENT

AN OFFICIAL BOUNDARY SURVEY OF THE PARENT TRACT -

BOUNDARY INFORMATION SHOWN HEREON TAKEN FROM EXISTING

RECORDS FOUND AT THE CULPEPER COUNTY CLERK OF COURTS

OFFICE.

KEY PLAN

NOT TO SCALE

AREA A

PLANTING NOTES

1. COMPLY WITH THE STANDARDS OF THE AMERICAN ASSOCIATION OF

NURSERYMEN "AMERICAN STANDARDS FOR NURSERY STOCK" FOR PLANT

MATERIAL SPECIFICATIONS.

2. EXCAVATE PLANT PITS TO DEPTH AND DIMENSION SHOWN ON THE DETAILS,

AND PREPARE PLANTING BEDS AND LAWN AREAS AS SPECIFIED.

3. OBTAIN PLANTS FIELD GROWN IN LOCAL NURSERIES, OR IN CLIMATES

(HARDINESS ZONE) SIMILAR TO THE PROJECT SITE'S LOCATION. NO PLANTS

GROWN OR OBTAINED IN AREAS OUTSIDE THIS HARDINESS ZONE ARE

ACCEPTABLE.

4. PERFORM SOILS TESTS (FOR EXISTING AND IMPORTED TOPSOIL) AND APPLY

SOIL AMENDMENTS TO PLANTING BEDS AND LAWN AREAS PER RESULTS OF

SOILS TEST AND AS SPECIFIED. PROVIDE COPY OF SOILS TEST REPORT TO TO

OWNER'S REPRESENTATIVE PRIOR TO PLANTING OPERATIONS.

5. COORDINATE LANDSCAPING WITH EXISTING AND PROPOSED UTILITY

LOCATIONS. DETERMINE LOCATION OF UNDERGROUND/OVERHEAD UTILITIES

OR OTHER FEATURES TO REMAIN DO NOT INTERFERE. CONTACT OWNER'S

REPRESENTATIVE FOR ALTERNATE LOCATIONS.

6. SHOULD A DISCREPANCY EXIST BETWEEN THE PLANT SCHEDULES AND

PLANTING PLAN, THE FOLLOWING GOVERNS:

6.1. NUMBER OF PLANT MATERIAL--PLANTING PLAN GOVERNS

6.2. SIZE OF PLANTS--LARGEST SIZE GOVERNS

6.3. TYPE OF PLANT MATERIAL--AS DIRECTED BY OWNER'S REPRESENTATIVE.

7. PROVIDE TREE STAKING PER THE DETAILS AND SPECIFICATIONS.

8. MAKE NO PLANT SUBSTITUTIONS WITHOUT PRIOR APPROVAL BY THE OWNER'S

REPRESENTATIVE.

9. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE REPAIRED

WITH SOD, NOT SEED.

10.PROVIDE MULCH RING AROUND INDIVIDUAL TREES. PROVIDE CONTINUOUS

MULCH IN PLANTING BEDS CONTAINING TREES AND WOODY SHRUBS AND

UNDER BUILDING OVERHANGS OR OTHER AREAS WHERE VEGETATION WILL

NOT THRIVE.

839CM3028

839CM3030BID DOCUMENTS

PLANT LIST

TREES

3 B&B

B&B

10' HT.

9' HT.

AMERICAN HORNBEAM

CARPINUS CAROLINIANA

RIVER BIRCH

BETULA NIGRA

COND.SIZE

QTY.

BOTANICAL NAME

COMMON NAME

2 B&B4' HT.

CAROLINA SILVERBELL

HALESIA CAROLINA

3 B&B6-7' HT.

SWEETBAY MAGNOLIA

MAGNOLIA VIRGINIANA

1 B&B9-10' HT.

SOUR GUM

NYSSA SYLVATICA

1 B&B9-10' HT.

WILLOW OAK

QUERCUS PHELLOS

37 B&B6' HT.

BURKII EASTERN RED CEDAR

JUNIPERUS VIRGINIANA 'BURKII'

4 B&B8-10' HT.

GREEN GIANT ARBORVITAE

THUJA X 'GREEN GIANT'

3 B&B10-12' HT.

LEYLAND CYPRESS

X CUPROCYPARIS LEYLANDII

B&B8-10' HT.

YOSHINO JAPANESE CEDAR

CRYPTOMERIA JAPONICA 'YOSHINO'

2 B&B6' HT.

EASTERN REDBUD

CERCIS CANADENSIS

SHRUBS

1 CONTAINER

CONTAINER

18" HT.

18" HT.

DWARF PINK INDIAN HAWTHORN

RHAPHIOLEPIS INDICA 'DWARF PINK'

OTTO LUYKEN CHERRY LAUREL

PRUNUS LAUROCERASUS 'OTTO LUYKEN'

LEGEND

SODDED LAWN

ROCK MULCH

SEEDED LAWN

SODDED LAWN

E

E

E

E

E

E

E

W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

COMMITTAL

SHELTER #1

(3) x Cuprocyparis leylandii

(2) Thuja x 'Green Giant'

(1) Cryptomeria japonica

'Yoshino'

(2) Cryptomeria japonica

'Yoshino'

(8) Juniperus virginiana 'Burkii'

(11) Juniperus virginiana 'Burkii'

(8) Juniperus virginiana 'Burkii'

(2) Thuja x 'Green Giant'

(9) Juniperus virginiana

'Burkii'

M A

T C

H L I N

E

A

R E

A

A

M A

T C

H L I N

E

A

R E

A

A

MATCHLINE - AREA D

399 39

397 396 395 394

396 397 398 399

404 403 402 401

3982H:1V

C

O

M

M

W

W

W

S

S

S

S

T V

T V

T V

T V

T V

T V

T V

T V

T V

T V

T V

T V

T V

T V

T V

T V

T V

T V

T V

T V

E

E

E

E

E

E

E

E

E

E

E

E

E

E E E E E E

E

E

W W

W

W

S

P

I G

O

T

F

H

LODGE

(1) JUNIPERUS

VIRGINIANA

'BURKII'

(1) PRUNUS LAUROCERASUS

'OTTO LUYKEN'

(3) RHAPHIOLEPIS

INDICA 'DWARF PINK'

EXERCISE

EXTREME

CAUTION WHEN

DIGGING NEAR

EXISTING

UTILITIES

MULCH BED

AROUND PLANTING

W

W

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

CO

CO

CO

CO

CO

FH

icv

E

J

B

C

O

M

M

Maintenance

M A

T C

H L

I N

E

A

R E

A

A

MATCHLINE - AREA B

VA FORM 08 - 6231

A

F i l e

P a t h

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 ENGINEER

KCI Technologies INC.

302-731-9176

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

SURVEY NOTE

SURVEY INFORMATION WAS PROVIDED BY KCI TECHNOLOGIES,

INC., 1352 MARROWS ROAD, SUITE 100, NEWARK, DE 19711. FIELD

WORK WAS CONDUCTED FEBRUARY THROUGH APRIL 2019.

CEMETERY ANNEX PROPERTY LINE INFORMATION IS FROM A 2014

SURVEY PREPARED BY KCI TECHNOLOGIES, 4601 SIX FORKS ROAD,

SUITE 220, RALEIGH, NC 27609. THIS PLAN DOES NOT REPRESENT

AN OFFICIAL BOUNDARY SURVEY OF THE PARENT TRACT -

BOUNDARY INFORMATION SHOWN HEREON TAKEN FROM EXISTING

RECORDS FOUND AT THE CULPEPER COUNTY CLERK OF COURTS

OFFICE.

LP-102

Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----

2020-05-22 MAS

PLANTING PLAN - AREA B, C AND D

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

KAR

KEY PLAN

NOT TO SCALE

AREA B

LODGE AREA ENLARGEMENT

AREA C

AREA D

839CM3028

839CM3030BID DOCUMENTS

PLANTING NOTES

1. COMPLY WITH THE STANDARDS OF THE AMERICAN ASSOCIATION OF

NURSERYMEN "AMERICAN STANDARDS FOR NURSERY STOCK" FOR PLANT

MATERIAL SPECIFICATIONS.

2. EXCAVATE PLANT PITS TO DEPTH AND DIMENSION SHOWN ON THE DETAILS,

AND PREPARE PLANTING BEDS AND LAWN AREAS AS SPECIFIED.

3. OBTAIN PLANTS FIELD GROWN IN LOCAL NURSERIES, OR IN CLIMATES

(HARDINESS ZONE) SIMILAR TO THE PROJECT SITE'S LOCATION. NO PLANTS

GROWN OR OBTAINED IN AREAS OUTSIDE THIS HARDINESS ZONE ARE

ACCEPTABLE.

4. PERFORM SOILS TESTS (FOR EXISTING AND IMPORTED TOPSOIL) AND APPLY

SOIL AMENDMENTS TO PLANTING BEDS AND LAWN AREAS PER RESULTS OF

SOILS TEST AND AS SPECIFIED. PROVIDE COPY OF SOILS TEST REPORT TO TO

OWNER'S REPRESENTATIVE PRIOR TO PLANTING OPERATIONS.

5. COORDINATE LANDSCAPING WITH EXISTING AND PROPOSED UTILITY

LOCATIONS. DETERMINE LOCATION OF UNDERGROUND/OVERHEAD UTILITIES

OR OTHER FEATURES TO REMAIN DO NOT INTERFERE. CONTACT OWNER'S

REPRESENTATIVE FOR ALTERNATE LOCATIONS.

6. SHOULD A DISCREPANCY EXIST BETWEEN THE PLANT SCHEDULES AND

PLANTING PLAN, THE FOLLOWING GOVERNS:

6.1. NUMBER OF PLANT MATERIAL--PLANTING PLAN GOVERNS

6.2. SIZE OF PLANTS--LARGEST SIZE GOVERNS

6.3. TYPE OF PLANT MATERIAL--AS DIRECTED BY OWNER'S REPRESENTATIVE.

7. PROVIDE TREE STAKING PER THE DETAILS AND SPECIFICATIONS.

8. MAKE NO PLANT SUBSTITUTIONS WITHOUT PRIOR APPROVAL BY THE OWNER'S

REPRESENTATIVE.

9. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE REPAIRED

WITH SOD, NOT SEED.

10.PROVIDE MULCH RING AROUND INDIVIDUAL TREES. PROVIDE CONTINUOUS

MULCH IN PLANTING BEDS CONTAINING TREES AND WOODY SHRUBS AND

UNDER BUILDING OVERHANGS OR OTHER AREAS WHERE VEGETATION WILL

NOT THRIVE.

LEGEND

SODDED LAWN

ROCK MULCH

F

H ic v

G

G

G

E

E

E

E

E

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E

O H

E O

H E

O H

E

O H

E O

H E

O H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

W

MATCHLINE - AREA F

W

W

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

CO

CO

CO

CO

CO

FH

icv

E

J

B

C

O

M

M

Maintenance

VA FORM 08 - 6231

A

F i l e

P a t h

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 ENGINEER

KCI Technologies INC.

302-731-9176

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

LP-103

Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----

2020-05-22 MAS

PLANTING PLAN - AREA E

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

KAR

SURVEY NOTE

SURVEY INFORMATION WAS PROVIDED BY KCI TECHNOLOGIES,

INC., 1352 MARROWS ROAD, SUITE 100, NEWARK, DE 19711. FIELD

WORK WAS CONDUCTED FEBRUARY THROUGH APRIL 2019.

CEMETERY ANNEX PROPERTY LINE INFORMATION IS FROM A 2014

SURVEY PREPARED BY KCI TECHNOLOGIES, 4601 SIX FORKS ROAD,

SUITE 220, RALEIGH, NC 27609. THIS PLAN DOES NOT REPRESENT

AN OFFICIAL BOUNDARY SURVEY OF THE PARENT TRACT -

BOUNDARY INFORMATION SHOWN HEREON TAKEN FROM EXISTING

RECORDS FOUND AT THE CULPEPER COUNTY CLERK OF COURTS

OFFICE.

KEY PLAN

NOT TO SCALE

AREA E

839CM3028

839CM3030BID DOCUMENTS

PLANTING NOTES

1. COMPLY WITH THE STANDARDS OF THE AMERICAN ASSOCIATION OF

NURSERYMEN "AMERICAN STANDARDS FOR NURSERY STOCK" FOR PLANT

MATERIAL SPECIFICATIONS.

2. EXCAVATE PLANT PITS TO DEPTH AND DIMENSION SHOWN ON THE DETAILS,

AND PREPARE PLANTING BEDS AND LAWN AREAS AS SPECIFIED.

3. OBTAIN PLANTS FIELD GROWN IN LOCAL NURSERIES, OR IN CLIMATES

(HARDINESS ZONE) SIMILAR TO THE PROJECT SITE'S LOCATION. NO PLANTS

GROWN OR OBTAINED IN AREAS OUTSIDE THIS HARDINESS ZONE ARE

ACCEPTABLE.

4. PERFORM SOILS TESTS (FOR EXISTING AND IMPORTED TOPSOIL) AND APPLY

SOIL AMENDMENTS TO PLANTING BEDS AND LAWN AREAS PER RESULTS OF

SOILS TEST AND AS SPECIFIED. PROVIDE COPY OF SOILS TEST REPORT TO TO

OWNER'S REPRESENTATIVE PRIOR TO PLANTING OPERATIONS.

5. COORDINATE LANDSCAPING WITH EXISTING AND PROPOSED UTILITY

LOCATIONS. DETERMINE LOCATION OF UNDERGROUND/OVERHEAD UTILITIES

OR OTHER FEATURES TO REMAIN DO NOT INTERFERE. CONTACT OWNER'S

REPRESENTATIVE FOR ALTERNATE LOCATIONS.

6. SHOULD A DISCREPANCY EXIST BETWEEN THE PLANT SCHEDULES AND

PLANTING PLAN, THE FOLLOWING GOVERNS:

6.1. NUMBER OF PLANT MATERIAL--PLANTING PLAN GOVERNS

6.2. SIZE OF PLANTS--LARGEST SIZE GOVERNS

6.3. TYPE OF PLANT MATERIAL--AS DIRECTED BY OWNER'S REPRESENTATIVE.

7. PROVIDE TREE STAKING PER THE DETAILS AND SPECIFICATIONS.

8. MAKE NO PLANT SUBSTITUTIONS WITHOUT PRIOR APPROVAL BY THE OWNER'S

REPRESENTATIVE.

9. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE REPAIRED

WITH SOD, NOT SEED.

10.PROVIDE MULCH RING AROUND INDIVIDUAL TREES. PROVIDE CONTINUOUS

MULCH IN PLANTING BEDS CONTAINING TREES AND WOODY SHRUBS AND

UNDER BUILDING OVERHANGS OR OTHER AREAS WHERE VEGETATION WILL

NOT THRIVE.

LEGEND

SODDED LAWN

ROCK MULCH

C

O

C

O

C

O

C

O

C

O

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S S

S S

S S

S S

EJB

C

O

M

M

W

G

G

G

G

G

W

W

W

W

W

W

W

W

W

W

W

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E E

E

E

E

E

E

E

E

E

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

M a in te n a n c e

T

T

T T

T

T

T

T

T

T T

T

T

T

T

W

W

W

W

W

W

W

W

W

W

W

W

SECTION 4

EXISTING

PRE-PLACED

LAWN CRYPT

FIELD

GRAVESITES

SHOWN ARE

APPROXIMATE

AND ARE BASED

ON RECORD

DRAWING

INFORMATION

NOT SURVEY

MATCHLINE - AREA E

COLUMBARIUM ENLARGEMENT - AREA G

REFER TO SHEET LP-105

MAINTENANCE AREA ENLARGEMENT - AREA H

REFER TO SHEET LP-106

8 44

6 44

F A

C I N

G

456 458

435 440 445

433 434 436 437 438 439 441 442 443 444 446 447 448 449

451 452

W

W

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

CO

CO

CO

CO

CO

FH

icv

E

J

B

C

O

M

M

Maintenance

VA FORM 08 - 6231

A

F i l e

P a t h

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 ENGINEER

KCI Technologies INC.

302-731-9176

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

LP-104

Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----

2020-05-22 MAS

PLANTING PLAN - AREA F

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

KAR

KEY PLAN

NOT TO SCALE

AREA F

SURVEY NOTE

SURVEY INFORMATION WAS PROVIDED BY KCI

TECHNOLOGIES, INC., 1352 MARROWS ROAD, SUITE

100, NEWARK, DE 19711. FIELD WORK WAS

CONDUCTED FEBRUARY THROUGH APRIL 2019.

CEMETERY ANNEX PROPERTY LINE INFORMATION IS

FROM A 2014 SURVEY PREPARED BY KCI

TECHNOLOGIES, 4601 SIX FORKS ROAD, SUITE 220,

RALEIGH, NC 27609. THIS PLAN DOES NOT

REPRESENT AN OFFICIAL BOUNDARY SURVEY OF

THE PARENT TRACT - BOUNDARY INFORMATION

SHOWN HEREON TAKEN FROM EXISTING RECORDS

FOUND AT THE CULPEPER COUNTY CLERK OF

COURTS OFFICE.

PLANTING NOTES

1. COMPLY WITH THE STANDARDS OF THE AMERICAN

ASSOCIATION OF NURSERYMEN "AMERICAN STANDARDS FOR

NURSERY STOCK" FOR PLANT MATERIAL SPECIFICATIONS.

2. EXCAVATE PLANT PITS TO DEPTH AND DIMENSION SHOWN ON

THE DETAILS, AND PREPARE PLANTING BEDS AND LAWN

AREAS AS SPECIFIED.

3. OBTAIN PLANTS FIELD GROWN IN LOCAL NURSERIES, OR IN

CLIMATES (HARDINESS ZONE) SIMILAR TO THE PROJECT

SITE'S LOCATION. NO PLANTS GROWN OR OBTAINED IN

AREAS OUTSIDE THIS HARDINESS ZONE ARE ACCEPTABLE.

4. PERFORM SOILS TESTS (FOR EXISTING AND IMPORTED

TOPSOIL) AND APPLY SOIL AMENDMENTS TO PLANTING BEDS

AND LAWN AREAS PER RESULTS OF SOILS TEST AND AS

SPECIFIED. PROVIDE COPY OF SOILS TEST REPORT TO TO

OWNER'S REPRESENTATIVE PRIOR TO PLANTING

OPERATIONS.

5. COORDINATE LANDSCAPING WITH EXISTING AND PROPOSED

UTILITY LOCATIONS. DETERMINE LOCATION OF

UNDERGROUND/OVERHEAD UTILITIES OR OTHER FEATURES

TO REMAIN DO NOT INTERFERE. CONTACT OWNER'S

REPRESENTATIVE FOR ALTERNATE LOCATIONS.

6. SHOULD A DISCREPANCY EXIST BETWEEN THE PLANT

SCHEDULES AND PLANTING PLAN, THE FOLLOWING

GOVERNS:

6.1. NUMBER OF PLANT MATERIAL--PLANTING PLAN GOVERNS

6.2. SIZE OF PLANTS--LARGEST SIZE GOVERNS

6.3. TYPE OF PLANT MATERIAL--AS DIRECTED BY OWNER'S

REPRESENTATIVE.

7. PROVIDE TREE STAKING PER THE DETAILS AND

SPECIFICATIONS.

8. MAKE NO PLANT SUBSTITUTIONS WITHOUT PRIOR APPROVAL

BY THE OWNER'S REPRESENTATIVE.

9. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS

SHALL BE REPAIRED WITH SOD, NOT SEED.

10.PROVIDE MULCH RING AROUND INDIVIDUAL TREES. PROVIDE

CONTINUOUS MULCH IN PLANTING BEDS CONTAINING TREES

AND WOODY SHRUBS AND UNDER BUILDING OVERHANGS OR

OTHER AREAS WHERE VEGETATION WILL NOT THRIVE.

839CM3028

839CM3030BID DOCUMENTS

LEGEND

SODDED LAWN

ROCK MULCH

W

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

CO

CO

CO

CO

CO

FH

icv

E

J

B

C

O

M

M

Maintenance

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

COMMITTAL SHELTER #2

(3) MAGNOLIA

VIRGINIANA

(1) CARPINUS

CAROLINIANA

(1) NYSSA

SYLVATICA

(3) BETULA NIGRA

(2) HALESIA CAROLINA

(1) QUERCUS PHELLOS

MEET EXISTING

GRADE FLUSH

AT EXISTING

SIDEWALK

MEET EXISTING GRADE FLUSH

VA FORM 08 - 6231

A

F i l e

P a t h

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 ENGINEER

KCI Technologies INC.

302-731-9176

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

LP-105

Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----

2020-05-22 MAS

PLANTING PLAN - AREA G

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

KAR

SURVEY NOTE

SURVEY INFORMATION WAS PROVIDED BY KCI TECHNOLOGIES,

INC., 1352 MARROWS ROAD, SUITE 100, NEWARK, DE 19711. FIELD

WORK WAS CONDUCTED FEBRUARY THROUGH APRIL 2019.

CEMETERY ANNEX PROPERTY LINE INFORMATION IS FROM A 2014

SURVEY PREPARED BY KCI TECHNOLOGIES, 4601 SIX FORKS ROAD,

SUITE 220, RALEIGH, NC 27609. THIS PLAN DOES NOT REPRESENT

AN OFFICIAL BOUNDARY SURVEY OF THE PARENT TRACT -

BOUNDARY INFORMATION SHOWN HEREON TAKEN FROM EXISTING

RECORDS FOUND AT THE CULPEPER COUNTY CLERK OF COURTS

OFFICE.

KEY PLAN

NOT TO SCALE

AREA G

839CM3028

839CM3030BID DOCUMENTS

PLANTING NOTES

1. COMPLY WITH THE STANDARDS OF THE AMERICAN ASSOCIATION OF

NURSERYMEN "AMERICAN STANDARDS FOR NURSERY STOCK" FOR PLANT

MATERIAL SPECIFICATIONS.

2. EXCAVATE PLANT PITS TO DEPTH AND DIMENSION SHOWN ON THE DETAILS,

AND PREPARE PLANTING BEDS AND LAWN AREAS AS SPECIFIED.

3. OBTAIN PLANTS FIELD GROWN IN LOCAL NURSERIES, OR IN CLIMATES

(HARDINESS ZONE) SIMILAR TO THE PROJECT SITE'S LOCATION. NO PLANTS

GROWN OR OBTAINED IN AREAS OUTSIDE THIS HARDINESS ZONE ARE

ACCEPTABLE.

4. PERFORM SOILS TESTS (FOR EXISTING AND IMPORTED TOPSOIL) AND APPLY

SOIL AMENDMENTS TO PLANTING BEDS AND LAWN AREAS PER RESULTS OF

SOILS TEST AND AS SPECIFIED. PROVIDE COPY OF SOILS TEST REPORT TO TO

OWNER'S REPRESENTATIVE PRIOR TO PLANTING OPERATIONS.

5. COORDINATE LANDSCAPING WITH EXISTING AND PROPOSED UTILITY

LOCATIONS. DETERMINE LOCATION OF UNDERGROUND/OVERHEAD UTILITIES

OR OTHER FEATURES TO REMAIN DO NOT INTERFERE. CONTACT OWNER'S

REPRESENTATIVE FOR ALTERNATE LOCATIONS.

6. SHOULD A DISCREPANCY EXIST BETWEEN THE PLANT SCHEDULES AND

PLANTING PLAN, THE FOLLOWING GOVERNS:

6.1. NUMBER OF PLANT MATERIAL--PLANTING PLAN GOVERNS

6.2. SIZE OF PLANTS--LARGEST SIZE GOVERNS

6.3. TYPE OF PLANT MATERIAL--AS DIRECTED BY OWNER'S REPRESENTATIVE.

7. PROVIDE TREE STAKING PER THE DETAILS AND SPECIFICATIONS.

8. MAKE NO PLANT SUBSTITUTIONS WITHOUT PRIOR APPROVAL BY THE OWNER'S

REPRESENTATIVE.

9. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE REPAIRED

WITH SOD, NOT SEED.

10.PROVIDE MULCH RING AROUND INDIVIDUAL TREES. PROVIDE CONTINUOUS

MULCH IN PLANTING BEDS CONTAINING TREES AND WOODY SHRUBS AND

UNDER BUILDING OVERHANGS OR OTHER AREAS WHERE VEGETATION WILL

NOT THRIVE.

LEGEND

SODDED LAWN

ROCK MULCH

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

CO

CO

CO

CO

CO

FH

icv

E

J

B

C

O

M

M

Maintenance

C

O

S

S

S

S

S

S

S

S

S

S

EJB

C

O

M

M

W

W

G

G

G

G

G

G

G

G

G

G

G

G

G

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E

E

E

M a i n t e n a n c e

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T T

T

T

T

T

T

T

T

T

T

E

W

W

EXISTING BUILDING

8 44

6 44

MEET EXISTING GRADE FLUSH

VA FORM 08 - 6231

A

F i l e

P a t h

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 ENGINEER

KCI Technologies INC.

302-731-9176

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

LP-106

Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----

2020-05-22 MAS

PLANTING PLAN - AREA H

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

KAR

SURVEY NOTE

SURVEY INFORMATION WAS PROVIDED BY KCI TECHNOLOGIES,

INC., 1352 MARROWS ROAD, SUITE 100, NEWARK, DE 19711. FIELD

WORK WAS CONDUCTED FEBRUARY THROUGH APRIL 2019.

CEMETERY ANNEX PROPERTY LINE INFORMATION IS FROM A 2014

SURVEY PREPARED BY KCI TECHNOLOGIES, 4601 SIX FORKS ROAD,

SUITE 220, RALEIGH, NC 27609. THIS PLAN DOES NOT REPRESENT

AN OFFICIAL BOUNDARY SURVEY OF THE PARENT TRACT -

BOUNDARY INFORMATION SHOWN HEREON TAKEN FROM EXISTING

RECORDS FOUND AT THE CULPEPER COUNTY CLERK OF COURTS

OFFICE.

KEY PLAN

NOT TO SCALE

AREA H

839CM3028

839CM3030BID DOCUMENTS

PLANTING NOTES

1. COMPLY WITH THE STANDARDS OF THE AMERICAN ASSOCIATION OF

NURSERYMEN "AMERICAN STANDARDS FOR NURSERY STOCK" FOR PLANT

MATERIAL SPECIFICATIONS.

2. EXCAVATE PLANT PITS TO DEPTH AND DIMENSION SHOWN ON THE DETAILS,

AND PREPARE PLANTING BEDS AND LAWN AREAS AS SPECIFIED.

3. OBTAIN PLANTS FIELD GROWN IN LOCAL NURSERIES, OR IN CLIMATES

(HARDINESS ZONE) SIMILAR TO THE PROJECT SITE'S LOCATION. NO PLANTS

GROWN OR OBTAINED IN AREAS OUTSIDE THIS HARDINESS ZONE ARE

ACCEPTABLE.

4. PERFORM SOILS TESTS (FOR EXISTING AND IMPORTED TOPSOIL) AND APPLY

SOIL AMENDMENTS TO PLANTING BEDS AND LAWN AREAS PER RESULTS OF

SOILS TEST AND AS SPECIFIED. PROVIDE COPY OF SOILS TEST REPORT TO TO

OWNER'S REPRESENTATIVE PRIOR TO PLANTING OPERATIONS.

5. COORDINATE LANDSCAPING WITH EXISTING AND PROPOSED UTILITY

LOCATIONS. DETERMINE LOCATION OF UNDERGROUND/OVERHEAD UTILITIES

OR OTHER FEATURES TO REMAIN DO NOT INTERFERE. CONTACT OWNER'S

REPRESENTATIVE FOR ALTERNATE LOCATIONS.

6. SHOULD A DISCREPANCY EXIST BETWEEN THE PLANT SCHEDULES AND

PLANTING PLAN, THE FOLLOWING GOVERNS:

6.1. NUMBER OF PLANT MATERIAL--PLANTING PLAN GOVERNS

6.2. SIZE OF PLANTS--LARGEST SIZE GOVERNS

6.3. TYPE OF PLANT MATERIAL--AS DIRECTED BY OWNER'S REPRESENTATIVE.

7. PROVIDE TREE STAKING PER THE DETAILS AND SPECIFICATIONS.

8. MAKE NO PLANT SUBSTITUTIONS WITHOUT PRIOR APPROVAL BY THE OWNER'S

REPRESENTATIVE.

9. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE REPAIRED

WITH SOD, NOT SEED.

10.PROVIDE MULCH RING AROUND INDIVIDUAL TREES. PROVIDE CONTINUOUS

MULCH IN PLANTING BEDS CONTAINING TREES AND WOODY SHRUBS AND

UNDER BUILDING OVERHANGS OR OTHER AREAS WHERE VEGETATION WILL

NOT THRIVE.

LEGEND

SODDED LAWN

ROCK MULCH

ACCEPTABLE REJECTABLE

ROOT COLLAR.

ROOTS RADIATE FROM TRUNK AND REACH SIDE OF ROOT

BALL WITHOUT DEFECTING DOWN OR AROUND.

ROOT BALL

PERIPHERY.

ABSORBING

ROOTS.

STRUCTURAL

ROOTS.

STRUCTURAL

ROOTS

STRUCTURAL ROOTS PRIMARILY GROW TO

ONE SIDE.

STRUCTURAL ROOTS MISSING FROM ONE

SIDE, AND/OR GROW TANGENT TO TRUNK.

STRUCTURAL ROOTS CIRCLE INTERIOR OF

ROOT BALL. NO STRUCTURAL ROOTS ARE

HORIZONTAL AND REACH THE ROOT BALL

PERIPHERY NEAR THE TOP OF THE ROOT

BALL.

STRUCTURAL ROOTS DESCEND INTO ROOT

BALL INTERIOR OR ARE DEEPER THAN 2"

FROM TOP OF BALL. NO STRUCTURAL

ROOTS ARE HORIZONTAL AND REACH THE

ROOT BALL PERIPHERY NEAR THE TOP OF

THE ROOT BALL.

ONLY ABSORBING ROOTS REACH THE

PERIPHERY NEAR THE TOP OF THE ROOT BALL.

STRUCTURAL ROOTS MOSTLY WRAP OR ARE

DEFLECTED ON THE ROOT BALL INTERIOR.

Notes:

1. Observations of roots shall occur prior to acceptance. Roots and soil may be removed during the observation process; substrate/soil shall be replaced after the observations have been completed.

2. See specifications for observation process and requirements.

STRUCTURAL

ROOT

CIRCLING.

TOP OF

ROOT

BALL.

POINT

WHERE TOP-

MOST ROOT

EMERGES

FROM TRUNK.

THE POINT WHERE THE TOP-MOST ROOT(S) EMERGES FROM

THE TRUNK (ROOT COLLAR) SHOULD BE WITHIN THE TOP 2"

OF SUBSTRATE. THE ROOT COLLAR AND THE ROOT BALL

INTERIOR SHOULD BE FREE OF DEFECTS INCLUDING

CIRCLING, KINKED, ASCENDING, AND STEM GIRDLING ROOTS.

STRUCTURAL ROOTS SHALL REACH THE PERIPHERY NEAR

THE TOP OF THE ROOT BALL.

ABSORBING ROOTS

STRUCTURAL ROOTS CIRCLE AND DO NOT

RADIATE FROM THE TRUNK.

STRUCTURAL ROOT

GROWING TANGENT

(PARALLEL) TO

TRUNK.

0-2" TO BE REMOVED

CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE

PLANS FOR FENCE ALIGNMENT.

MAINTAIN EXISTING

GRADE WITH THE TREE

PROTECTION FENCE

UNLESS OTHERWISE

INDICATED ON THE

PLANS.

2" X 6' STEEL POSTS

TREE PROTECTION

FENCE: HIGH DENSITY

POLYETHYLENE FENCING

WITH 3.5" X 1.5"

OPENINGS; COLOR-

ORANGE. STEEL POSTS

INSTALLED AT 8' O.C.

SECTION VIEW

KEEP OUT

TREE PROTECTION

AREA

24" X 18"

SIGN

LAMINATED IN

PLASTIC SPACED

EVERY 50'

ALONG THE

FENCE.

NOTES:

1. SEE SPECIFICATIONS AND NOTES ON PLANS

FOR ADDITIONAL TREE PROTECTION

REQUIREMENTS.

2. NO PRUNING SHALL BE PERFORMED EXCEPT

BY APPROVED ARBORIST.

3. NO EQUIPMENT SHALL OPERATE INSIDE THE

PROTECTIVE FENCING INCLUDING DURING

FENCE INSTALLATION AND REMOVAL.

4. CONTRACTOR TO MAINTAIN FENCING.

EXISTING SOIL

FINISHED GRADE.

BOTTOM OF ROOT BALL

RESTS ON RECOMPACTED SOIL.

CENTRAL LEADER

SECTION VIEW

ROOT BALL MODIFIED AS REQUIRED. ROOT

BALL SHALL MEET ANZI Z60 SIZE FOR TRUNK

CALIPER SPECIFIED.

ROUND-TOPPED

SOIL BERM 4" HIGH X 8" WIDE

ABOVE ROOT BALL SURFACE

SHALL BE CONSTRUCTED AROUND

THE ROOT BALL. BERM SHALL

BEGIN AT ROOT BALL PERIPHERY.

TOP OF ROOT BALL SHALL BE FLUSH WITH

FINISHED GRADE OR SLIGHTLY HIGHER.

PRIOR TO MULCHING, LIGHTLY TAMP SOIL

AROUND THE ROOT BALL IN 6" LIFTS TO

BRACE TREE. DO NOT OVER COMPACT.

WHEN THE PLANTING HOLE HAS BEEN

BACKFILLED, POUR WATER AROUND THE

ROOT BALL TO SETTLE THE SOIL.

3" HARDWOOD MULCH.

NO MORE THAN 1" OF MULCH ON

TOP OF ROOT BALL. (SEE

SPECIFICATIONS FOR MULCH).

EDGE TO 6' DIAMETER CIRCLE

LOOSENED SUBGRADE

NOTES:

1. TREES SHALL BE OF QUALITY PRESCRIBED IN CROWN

OBSERVATIONS AND ROOT OBSERVATIONS DETAILS AND

SPECIFICATIONS.

2. REMOVE ALL WIRES/ROPES HOLDING WIRE BASKET/BURLAP IN

PLACE.

3. REMOVE BURLAP FROM TOP AND SIDES OF BALL (IF ORGANIC).

IF SYNTHETIC, REMOVE IN ITS ENTIRETY.

4. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED

TO THIS DETAIL.

LOOSENED SOIL. DIG AND

TURN THE SOIL TO REDUCE

COMPACTION TO AREA AND

DEPTH SHOWN

SECTION VIEW

TWO (2) 2" SQUARE HARDWOOD

STAKES. INSTALL

APPROXIMATELY 2" AWAY FROM

THE EDGE OF THE ROOT

BALL. STAKE LOCATION SHALL

NOT INTERFERE WITH

PERMANENT BRANCHES.

PLAN VIEW

ARBOR TIE OR

APPROVED EQUAL

STAKES

REMOVE NURSERY STAKE IF PRESENT

ARBOR TIE OR APPROVED EQUAL.

PREVAILING

WIND

CUT HERE.

CUT HERE.

CUT HERE.

CUT HERE.

TREE PLANTED TOO DEEPLY IN ROOT BALL.

REMOVE EXCESS SOIL AND ROOTS TO MEET

ROOT INSPECTION DETAIL. EXCESS SOIL DEEPER

THAN 2" ABOVE STRUCTURAL ROOTS IS CAUSE

FOR REJECTION OF THE PLANT.

REMOVE STRUCTURAL ROOTS (4 SHOWN IN

BLACK) EXTENDING FROM ROOT BALL.

FOUR STRUCTURAL ROOTS SHOWN IN

BLACK. REMOVE ROOT (WHITE)

GROWING OVER STRUCTURAL ROOTS.

FIVE STRUCTURAL (LARGE) ROOTS

SHOWN IN BLACK. REMOVE

STRUCTURAL (WHITE) ROOT

WRAPPING ROOT COLLAR.

SIX STRUCTURAL ROOTS SHOWN IN

BLACK. REMOVE STRUCTURAL

ROOTS (WHITE) GROWING OVER

ROOT COLLAR BY CUTTING THEM

JUST BEFORE THEY MAKE AN

ABRUPT TURN.

CUT HERE.

CUT HERE.

NOTES:

1- ALL TREES SHOWN ARE REJECTABLE UNLESS THEY UNDERGO RECOMMENDED

CORRECTION.

2- FIRST STEP 1, THEN STEP 2. ADJUST HOLE DEPTH TO ALLOW FOR THE REMOVAL

OF EXCESS SOIL AND ROOTS OVER THE ROOT COLLAR.

3- ROOTS AND SOIL MAY BE REMOVED DURING THE CORRECTION PROCESS;

SUBSTRATE/SOIL SHALL BE REPLACED AFTER THE CORRECTION HAS BEEN

COMPLETED.

4- TREES SHALL PASS ROOT OBSERVATIONS DETAIL FOLLOWING CORRECTION.

NEW ROOT

BALL SURFACE.

TREE PLANTED TOO DEEPLY IN ROOT

BALL. REMOVE EXCESS SOIL AND

ROOTS TO MEET ROOT INSPECTION

DETAIL.

REMOVE

EXCESS ROOTS.

REMOVE EXCESS

SOIL.

SEVEN STRUCTURAL ROOTS SHOWN

IN BLACK. REMOVE STRUCTURAL

ROOTS (WHITE) GROWING AROUND

OR OVER ROOT COLLAR BY CUTTING

THEM JUST BEFORE THEY MAKE AN

ABRUPT TURN.

ROOT COLLAR.

ROOT COLLAR.

REMOVE STRUCTURAL ROOTS (4 SHOWN

IN BLACK) DEFLECTED ON ROOT BALL

PERIPHERY. SMALL ROOTS (1/4" OR LESS)

AT THE PERIPHERY OF THE ROOT BALL

ARE NOT DEFINED AS DEFECTS AND DO

NOT NEED TO BE REMOVED.

NOTE:

REMOVE WIRE BASKETS

AND TIES AND ALL

SYNTHETIC BURLAP

BEFORE PLANTING.

REMOVE TOP 1/3 OF

ORGANIC BURLAP.

STEP 1 - REMOVE SOIL AND ROOTS OVER THE ROOT COLLAR

STEP 2 - REMOVE DEFECTS

VA FORM 08 - 6231

A

F i l e

P a t h

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 ENGINEER

KCI Technologies INC.

302-731-9176

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

LP-501

Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----

2020-05-22 MAS

PLANTING DETAILS

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

KAR

SCALE:

ROOT OBSERVATIONS DETAIL - BALLED AND BURLAPPED

1' = 1'-0"

SCALE:

TREE PROTECTION FENCE

3/8" = 1'-0"

SCALE:

TREE PLANTING

3/4" = 1'-0"

SCALE:

TREE STAKING

1" = 1'-0"

SCALE:

ROOT CORRECTION DETAIL - BALLED AND BURLAPPED

3/4" = 1'-0"

839CM3028

839CM3030BID DOCUMENTS

S-101

S-101

3' - 3 5/8"

/8

50' - 9 3/4" 3' - 3 5/8"

3/8" ISOLATION JOINTS

BETWEEN PRECAST

COLUMBARIUM UNITS

AND PIER

CL COLUMBARIUM

E Q

E Q

PRECAST COLUMBARIUM

UNITS, BY OTHERS

2' - 10"

/8

/8

/8

CONCRETE

PIER

SEE DETAIL 4/S-101

FOR SHELF

3/8" ISOLATION JOINTS

BETWEEN PRECAST

COLUMBARIUM UNITS

AND PIER

DECORATIVE STONE

AND BRICK WORK,

REFER TO LS-711

REFER TO

LS-105 FOR

NORTHING AND

EASTING

T.O.F.

-3' - 0"

SHELF

0' - 0"

STONE CAP, SEE LS-714

3/8" DIA SS PIN, MIN. 2 PER STONE. DRILL WITH HILTI

HY-200 EPOXY IN PLACE, WITH MINIMUM OF 2-3/8"

EMBEDMENT. LOCATIONS PER COLUMBARIUM

MANUFACTURER'S RECOMMENDATIONS. ANCHORS

SHALL NOT INTERFERE WITH THE PLACEMENT OF

THE URN(S).

USE 3/8” DIA. X 6” LONG STAINLESS STEEL HILTI-HLC

SLEEVE ANCHORS WITH FLAT PHILLIP’S HEAD BOLTS.

USE 2 ANCHORS SPACED AT MAXIMUM 24” ON

CENTER OR PER COLUMBARIUM MANUFACTURER’S

RECOMMENDATIONS. DRILL ANCHORS AT AN ANGLE

AND COUNTERSINK AS TO NOT INTERFERE WITH THE

PLACEMENT OF THE URN(S). FILL HOLES WITH A

SEALANT.

3"

3' - 6"

SEE PLAN

O

R B

E T

T E

R

M A

N U

F A

C T

U R

E D

C R

U S

H E

D S

T O

N E

FOUNDATION

DRAIN, REFER

TO LS-714

PAVEMENT, SEE CIVIL DRAWINGS

#5@12"

O.C., BW

C L

R

2" CLR.

#5 U-BARS@12" O.C.

#5 BARS@12" O.C.

(10)-#5 BARS, CONTINUOUS

GRID

T O

F R

O S

T D

E P

T H

REFER TO LS-712

FOR CAP DIMENSIONS

R E

F E

R T

O L

S -7

F

O R

C O

L U

M B

A R

IU

M

H E

IG

H

T

LIMESTONE VENEER, SEE LS-712 AND 714

S-101

1' - 6" 1' - 6" 3"

TOP OF BASE

0' - 6"REFER TO

LS-711

REFER TO

LS-711

454.55'

GRADE

S-101

T.O.F.

-3' - 0"

SHELF

0' - 0"

FOUNDATION

DRAIN, REFER

TO LS-714

PAVEMENT, SEE CIVIL DRAWINGS

REFER TO LS-714

FOR CAP DIMENSIONS

GRID

R E

F E

R T

O L

S -7

F

O R

C O

L U

M B

A R

IU

M

H E

IG

H

T

O

R B

E T

T E

R

M A

N U

F A

C T

U R

E D

C R

U S

H E

D S

T O

N E

1' - 11 7/8" 1' - 11 7/8"

STONE CAP, SEE LS-714

3/8" DIA SS PIN,DRILL WITH HILTI HY-200

EPOXY IN PLACE, WITH MINIMUM OF

2-3/8" EMBEDMENT. TWO PER CAP, TYP.

(8)-#5 VERT. BARS

SEE PLAN

C L

R

2" CLR. 4

M

IN

T

O F

R O

S T

D E

P T

H

#5 U-BARS@12" O.C.

#5@12" O.C., STD. HOOK

#5@12" O.C.

#5@12" CONT.

#4 TIES@12" O.C.

DOVETAIL BRICK TIES

#4 TIES@12" O.C.

S-101

454.55'

GRADE

0' - 6"

REFER TO

LS-711

REFER TO

LS-711

S-101

S E

E T

A B

L E

H O

O K

E M

B

(S E

E T

A B

L E

L A

P

STD. HOOK, TYP.

S-101

S-101

4' - 0 3/8" 4' - 0 3/8"

PLAN NOTES:

1. REINFORCEMENT NOT SHOWN FOR CLARITY.

T.O.F. (454.55')

3/8" EXPANSION JOINT,

ALIGN WITH PRECAST

NICHE JOINT, MAXIMUM

SPACING OF 30'-0"

REFER TO LS-711

FOR TOP OF BASE

E Q

E Q

/4

CL COLUMBARIUM

3' - 3 5/8"

/8

/8

/8

3/8" EXPANSION JOINT

BETWEEN BASE WALL

AND PIER

3/8" EXPANSION JOINT

BETWEEN BASE WALL

AND PIER

8 3/4"

50' - 9 3/4"

SHELF

0' - 0"

PAVEMENT, SEE

LS-501

60' FLAG POLE,

SEE LS-503

TWO TIES

WITHIN TOP 5"

GROUNDING ROD WITH

PLATES, SEE LS-503

HSS16X0.250

ASTM A500 GR. B

SLEEVE, GALV.

M

IN

FILL GAP BETWEEN FLAG POLE

AND SLEEVE WITH SAND

2' - 6"

7" 7"1' - 4"

ISOLATION JOINT

S-101

450.50'

GRADE

C L R ø 2

#4 TIES @ 12"

O.C., TYP.

(6) CONT. #6 BARS

2" CLR.

Approved:

U.S. Department of Veterans Affairs

ARCHITECT OF RECORDCONSULTANTS

Project Director

Revisions: Date:

Office of Construction and Facilities Management

VA FORM 08 - 6231

ARCHITURA CORPORATION

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

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

F

E

D

C

B

A

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

8 9

C

D

E

F

B

A

GENERAL PLAN NOTES

1. FOUNDATIONS ARE MEASURED TO TOP OF

FOOTINGS FROM GRADE ELEVATION AND ARE

INDICATED ON THE DRAWINGS, THUS:

T.O.F. (X'-XX")

KEY PLAN: NTS

NOT FOR CONSTRUCTION

AREA OF

WORK

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

CIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

STAMP

Drawing Title Phase

BID DOCUMENTS

839CM3028

839CM3030

Columbarium, Facility Renovation, Improvements And Repairs, And

Pre-placed Crypts

Project Number

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

Checked Drawn

2020-05-22

Location:

Issue Date

Building Number

Drawing Number

Project Title

COLUMBARIUM AND FLAG POLE

FOUNDATION

S-101

NAMPDB

1/4" = 1'-0"2

COLUMBARIUM PLAN VIEW

3/4" = 1'-0"3

COLUMBARIUM SECTION

3/4" = 1'-0"4

PIER SECTION

1/4" = 1'-0"1

FOUNDATION/BASE WALL PLAN

COLUMBARIUM - ISOMETRIC VIEW

FLAG POLE - ISOMETRIC VIEW

1/2" = 1'-0"5

FLAG POLE FOUNDATION

3/4" = 1'-0"6

FLAG POLE FOUNDATION SECTION

NORTH

VA FORM 08 - 6231

A

F i l e

P a t h

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 ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number

2020-05-22 CCT

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

JDL

839CM3028

839CM3030

OF 165

C e r t i f i e d

I r r i g ati o n

D e s i g n e r

I

R

R

I

G

A

T

I

O

N

A S

S

O

C

I

A

T

I

O

N

CID

J

O

H

N

D

LE

O

N

A

R

D

5/22/2020

FLAG NOTES

GENERAL DESCRIPTION

GENERAL NOTES

LEGEND

Q

1-17

1.5"

16 16

D

DEMOLITION FLAG NOTES

D1

D2

D3

D4

D5

D6

IRRIGATION COVER SHEET

AutoCAD SHX Text

IR-1.0

mailto:dsalvador@aquaengr.com AutoCAD SHX Text EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE AND WIRE AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO THE EXISTING MAINLINE PIPE USING SCH40 PVC TEE AND REPAIR COUPLINGS. PROVIDE A WIRE SPLICE AND DECODER CABLE FUSE DEVICE. BACKFILL HOLES, AND COMPACT TO MATCH EXISTING CONDITIONS. PRIOR TO CONSTRUCTION PROVIDE COR WITH SHOP DRAWING OF POINT OF CONNECTION. CONNECT WATER FROM IRRIGATION MAINLINE TO FLOWER WATERING STATION IN APPROXIMATE LOCATION SHOWN. REFER TO FLOWER WATER STATION DETAIL LOCATED IN SITE FURNISHINGS FOR ADDITIONAL DETAIL. EXCAVATE AND EXPOSE CAPPED LATERAL AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO THE EXISTING LATERAL USING DUCTILE IRON TEE AND REPAIR COUPLINGS. BACKFILL HOLES AND COMPACT TO MATCH EXISTING. REMOTE CONTROL VALVE AND QUICK COUPLER VALVE TO BE LOCATED OUTSIDE OF FUTURE COLUMBARIUM EXPANSION FOOTPRINT. INSTALL MAINLINE PIPE AND CONNECT TO CAPPED MAINLINE PIPE AFTER CONSTRUCTION OF COLUMBARIUM. PROTECT EXISTING CONTROL WIRE WHEN INSTALLING NEW MAINLINE. INSTALL ISOLATION GATE VALVES WHEN MAINLINE IS CUT FOR DEMOLITION SO THAT IRRIGATION SYSTEM DOES NOT NEED TO BE SHUT-DOWN TO INSTALL NEW MAINLINE. REPLACE 3 EXISTING FLOWER WATER STATIONS WITH NEW FLOWER WATER STATION PER THE FLOWER WATER STATION DETAIL 4 SHEET IR-5.0. SALVAGE EXISTING HYDRANT AND TURN OVER TO COR.

AutoCAD SHX Text THE EXISTING AUTOMATED IRRIGATION SYSTEM WILL BE RENOVATED TO ACCOMODATE THE NEW BURIAL AREA. POP-UP ROTOR AND SPRAY SPRINKLERS ARE USED. PVC MAINLINE TO MATCH THE EXISTING, TRENCHING AND DIRECTIONAL BORING TECHNIQUES ARE USED. THE WATER SOURCE IS POTABLE WATER FED FROM THE EXISTING THREE INCH MAINLINE PIPE. THE EXISTING TWO WIRE DECODER IRRIGATION CONTROLLER AND TWO WIRE PATH WILL BE USED FOR REMOTE CONTROL VALVE OPERATION. ISOLATION GATE VALVES ARE INSTALLED TO PERMIT THE ISOLATION OF SECTIONS OF THE SYSTEM FOR REPAIRS OR MAINTENANCE. NEW QUICK COUPLING VALVES ARE INSTALLED ON MAINLINE DEAD ENDS AND AT SELECT LOCATIONS. WATER IS SUPPLIED TO TWO NEW FLOWER WATER STATIONS. DEMOLITION: EXISTING SPRINKLERS WILL BE REMOVED AND TURNED OVER TO THE RE/COR. EXISTING LATERAL PIPES WILL BE CUT AND CAPPED.

AutoCAD SHX Text

1. THE SYSTEM DESIGN HAS A FIELD VERIFIED (2015) MINIMUM DYNAMIC PRESSURE FOR THE THE SYSTEM DESIGN HAS A FIELD VERIFIED (2015) MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 75 PSI AT A MINIMUM DISCHARGE OF 80 GPM AT THE POINT OF CONNECTION. PRIOR TO CONSTRUCTION THE CONTRACTOR WILL TAKE A PRESSURE READING, DOCUMENT THE READING AND NOTIFY THE RE/COR OF THE RESULTS OF THE TEST. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. CONFIRM EXACT LIMITS OF IRRIGATED AREA AND ALL EXISTING AND FUTURE HARDSCAPE AND BURIAL AREAS PRIOR TO CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR LOCATING AND VERIFYING ALL UNDERGROUND UTILITIES AND CONDITIONS POT HOLING OR OTHER METHODS BEFORE EXCAVATING. LOCATIONS OF EXISTING WATER UTILITIES SHOWN ON DRAWINGS HAVE NOT BEEN FIELD VERIFIED. CONTRACTOR RESPONSIBLE FOR ALL UNDERGROUND UTILITIES LOCATION AND CONDITION AS PART OF THE BID PACKAGE. 3. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR LOCATING AND VERIFYING ALL UNDERGROUND UTILITIES AND CONDITIONS BEFORE EXCAVATING. LOCATIONS OF EXISTING WATER UTILITIES SHOWN ON DRAWINGS HAVE NOT BEEN FIELD VERIFIED. 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED. BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE COR. 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. B. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES. C. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. 6. SELECT NOZZLES FOR ROTARY SPRINKLERS WHICH PROVIDE COMPLETE AND ADEQUATE SELECT NOZZLES FOR ROTARY SPRINKLERS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE IF SITE CONDITIONS ARE NOT AS SHOWN. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE AND MINIMIZE OVERSPRAY. 7. WITH REGARD TO PIPE SIZING, THE FOLLOWING SHOULD BE NOTED: WITH REGARD TO PIPE SIZING, THE FOLLOWING SHOULD BE NOTED: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 8. CONTRACTOR MUST SUPPLY A SYSTEM THAT PROVIDES FULL COVERAGE TO EACH SECTION. IF CONTRACTOR MUST SUPPLY A SYSTEM THAT PROVIDES FULL COVERAGE TO EACH SECTION. IF ADDITIONAL SPRINKLERS ARE NEEDED, THEY ARE TO BE PROVIDED AT NO ADDITIONAL COST TO THE GOVERNMENT. 9. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A. FIVE OF EACH TYPE OF SPRINKLER HEAD ASSEMBLY AS SHOWN ON THE DRAWINGS. FIVE OF EACH TYPE OF SPRINKLER HEAD ASSEMBLY AS SHOWN ON THE DRAWINGS. 10. EROSION CONTROL SHALL BE INSTALLED ALONG ANY LOCATIONS DOWNHILL OF OPEN TRENCHING IN ESTABLISHED AREAS AND FOR ALL STORM DRAIN INLETS AND BASINS WITHIN 100-FEET OF EACH PHASED AREA THAT IS UNDER CONSTRUCTION. ONCE SOD IS PLACED TO RESTORE TRENCHES EROSION CONTROL MAY BE REMOVED.

AutoCAD SHX Text DEMOLITION AREA BOUNDARY EXISTING PVC IRRIGATION MAINLINE SLEEVING - *TYPE: CLASS 200 PVC OR C900 PVC *SIZE PER SPECIFICATIONS MAINLINE PIPE *TYPE: PVC CL 200 *SIZE: PER PLANS LATERAL PIPE TO SPRINKLERS *TYPE: CLASS 160 PVC *SIZE: 1-INCH UNLESS OTHERWISE INDICATED PIPE STUB-OUT POINT-OF-CONNECTION UNCONNECTED PIPE CROSSING ISOLATION GATE VALVE ASSEMBLY *MODEL: REFER TO SPECIFICATIONS *SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE QUICK COUPLING VALVE ASSEMBLY *MODEL: RAIN BIRD 5LRC REMOTE CONTROL VALVE ASSEMBLY *MODEL: RAIN BIRD PESB *SIZE: AS INDICATED ON PLANS FLOWER WATER STATION EXISTING CONTROLLER RAIN BIRD ESP-LXD DECODER CABLE FUSE DEVICE POP-UP ROTOR SPRINKLER: RAIN BIRD 8005 @ 70 PSI RADIUS: 67' FLOW (GPM): 17.2 67' FLOW (GPM): 17.2 FLOW (GPM): 17.2 17.2 POP-UP SPRINKLER: RAIN BIRD MPR SERIES ON 1804-SAM-PRS @ 30 PSI RADIUS: 10' FLOW (GPM): Q - 0.39 H - 0.79 F - 1.58 10' FLOW (GPM): Q - 0.39 H - 0.79 F - 1.58 FLOW (GPM): Q - 0.39 H - 0.79 F - 1.58 RADIUS: 12' FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 12' FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 RADIUS: 15' FLOW (GPM): Q - 0.92 H - 1.85 F - 3.70 15' FLOW (GPM): Q - 0.92 H - 1.85 F - 3.70 FLOW (GPM): Q - 0.92 H - 1.85 F - 3.70 INDICATES CONTROLLER AND STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES NOTE: ALL SHADED IRRIGATION COMPONENTS ARE EXISTING.

AutoCAD SHX Text

FC PC

AutoCAD SHX Text EXCAVATE AND EXPOSE LATERAL PIPE IN APPROXIMATE LOCATION INDICATED AND CAP PIPE WITH SOLVENT WELD SCHEDULE 40 CAP. REMOVE ABANDONED LATERAL PIPE IN CONSTRUCTION AREA. NOTE: LATERAL PIPE APPROXIMATELY 24-INCHES BELOW GRADE. COORDINATE LATERAL CAPPING WITH MAINTENANCE SUPERVISOR ON SITE PRIOR TO CONSTRUCTION. REMOVE EXISTING SPRINKLERS WITH SWING JOINT WITHIN DEMOLITION AREA BOUNDARY. TURN OVER SPRINKLERS WITH SWING JOINT TO RE/COR. APPROXIMATELY 11 SPRINKLERS TO BE REMOVED. LOCATE EXISTING MAINLINE AND/OR CONTROL WIRE. MARK AND PROTECT DURING CONSTRUCTION. THREE FEET DOWNSTREAM OF QUICK COUPLER AND AIR RELIEF VALVE EXCAVATE AND EXPOSE 3-INCH MAINLINE PIPE AND CAP PIPE WITH SOLVENT WELD SCHEDULE 40 CAP. ABANDON MAINLINE PIPE IN CONSTRUCTION AREA. SEE FLAG NOTE 6 SHEET IR-3.0. EXCAVATE AND EXPOSE MAINLINE PIPE IN APPROXIMATE LOCATION INDICATED. CAP PIPE WITH SOLVENT WELD SCHEDULE 40 CAP. REMOVE ABANDONED MAINLINE PIPE IN CONSTRUCTION AREA. ROUTE COMMUNICATION WIRE AROUND CONSTRUCTION AREA TO KEEP UNAFFECTED VALVES OPERATIONAL. RELOCATE MAINLINE AND VALVES BETWEEN STUB-OUTS AS INDICATED ON SHEET IR-2.1. USE NEW VALVES AND DECODERS.

C

O

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S S

S S

S S

S S

EJB

C

O

M

M

W

G

G

G

W

W

W W W

W

W

W

W

W

W

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

OHE

OHE OHE

OHE

OHE

OHE OHE OHE OHE OHE

OHE OHE

OHE OHEOHE

OHE OHE OHE

OHE

OHE OHE

OHE

OHE OHE OHE OHE OHE OHE OHE OHE

M a in te n a n c e

T

T

T

T

T

T

T

T

T

T

T

T

T

T

W

W

W

W

W

W

W

W

W

W

W

W

1"

3"

3"

3"

3"

3"

3"

3"

Q

Q

Q

Q

Q

D1

D3

D3

D4

D5

D6

D6

D2

D2

D2

REMOVE SPRINKLERS AND TURN OVER TO CEMETERY STAFF, CAP

LATERAL PIPE AT TOP OF SWING JOINT AND MARK LOCATIONS.

REMOTE CONTROL

VALVES AND ZONES TO

REMAIN.

C

O

C

O

C

O

C

O

F

H

O H

E icv

S

S

EJB

C

O

M

M

W

E

E

E

E

E

E

O

H

E

O

H

E

O

H

E

OHE

Maintenance

T

W

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

Q

Q

16 1616

1-8

1.5"

1-9

1.5"

1-10

2"

1-11

2"

1-37

1.5"

1-36

1.5"

1-35

1.5"

1-6

1.5"

1-7

1.5"

1-12

1.5"

2"

2"

1.25"

1.25"

3"

3"

3"

2"

2"

1.25"

2.5"

2"

2"

1.25"

2.5"

2"

2"

1.25"

1.25"

2"

2"

1.25"

1.25"

3"

Q

D

1-35

1.5"

Q

1" 1.5"

1.5"

1.25"

2"

1.25"

1-14

2"

1-13

1.5"

1-15

2"

1.25"

1.25"

1.25"

1.25"

1.25"

2.5"

2.5"

2"

1.25"

1.25"

1-18

2"

1"

3"

SPRINKLER ZONES TO REMAIN

SPRINKLER ZONES TO REMAIN

PROTECT LATERAL PIPE I N PLACE AND INSTALL NEW SPRINKLERS

DURING CONSTRUCTION ON EXISTING LATERAL

PIPE AT THE SAME LOCATIONS

EXISTING SPRINKLERS TO REMAIN, TYP.

2.5"

2"

1.25"

1.25"

2.5"

2"

1.25"

1.25"

2"

1.25"

1.25"

1.25"

1.25"

VA FORM 08 - 6231

A

F i l e

P a t h

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 ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number

2020-05-22 CCT

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

JDL

839CM3028

839CM3030

OF 165

C e r t i f i e d

I r r i g ati o n

D e s i g n e r

I

R

R

I

G

A

T

I

O

N

A S

S

O

C

I

A

T

I

O

N

CID

J

O

H

N

D

LE

O

N

A

R

D

5/22/2020

1" =

20' 0' 10' 20' 40'

20'

DEMOLITION FLAG NOTES

D1

D2

D3

D4

D5

D6

LEGEND

Q

1-17

1.5"

16 16

D

KEY MAP N.T.S.

IRRIGATION DEMOLITION

PLAN - AREA F

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 665a

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

A…