802CM3023 BNC Dwg BK02.pdf

PDF 18 MB Posted Oct 22, 2021

Attached to: Y1AZ--ACQ PLAN (FY-22) | BALTIMORE NC | EXFACILITY RENO, IMPROVEMENT & REPAIRS | PO NO. 802CM3023 | EXP 2023
Solicitation number: 36C78622B0001
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 27, 2023

This document outlines a federal contract opportunity for facility renovations, improvements, and repairs at the Baltimore National Cemetery. The solicitation number is 36C78622B0001 and is being issued by the Department of Veterans Affairs National Cemetery Administration. The contract calls for exterior facility renovations, improvements, and repairs at the Baltimore National Cemetery, with a period of performance through 2023. Pricing terms, response date, and other salient details are not provided in this high-level overview of the opportunity.

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306307

342 343

UP #

417391

ELECTRIC

VAULT

SIGN - ROAD CURVE TO THE LEFT

SIGN - STATE SPEED 25 MPH

SIGN - BUS

STOP

SIGN - 30

MPH SPEED

LIMIT

SIGN - TRUCKS

PROHIBITED OVER 3

TON CAPACITY

SIGN - NO PARKING

SIGN - MALLOW

HILL RD &

FREDERICK AVE

MAILBOX

DPW

CONDUIT

MANHOLE

ELECTRIC

BOX

SIGN - TAYLOR AVE

& FREDERICK AVE

SIGN - STOP

SIGN - MD 144

SIGN - NO

PARKING SIGN - NO

STOPPINGUP #

405168

UP #

??2474

STONE

SIGN - 30

MPH SPEED

LIMIT

UP #

7126?

UP # 2477?

SIGN - BALTIMORE

NATIONAL CEMETERY

GATE

STOP SIGN

SIGN

SIGN - NO PETS,

BICYCLING, JOGGING,

SKATEBOARDS,

ROLLERBLADES

SIGN - BLUE

STAR MEMORIAL

SIGN - NOTICE

NO ADMITTANCE

SIGN - ALL

FLOWERS WILL BE

REMOVED: (DATE)

BOULDER

BOULDER BOULDER

SIGN - NATIONAL CEMETERY

FLORAL/GROUNDS POLICY

SIGN

OFFICE

PLAQUE

2 STORY

BRICK BUILDING

(DIRECTORS

LODGE)

PORCH

WINDOW

WELL

WINDOW

WELL

ROOF

DRAIN

ROOF

DRAIN X 3

ROOF

DRAIN

ROOF

DRAIN

STONE SIDEW

ALK

STONE

SIDEWALK

STONE

SIDEWALK

MACADAM

CONC S

CONC SIDEWALK

C O

N C

SID

ALK

C O

N C

SID

ALK

NC SIDEW

ALK

FREDERICK AVE

ALLO

HILL RD

TAYLO

R AVE

CEMETERY

RESTROOM TRAILER

323 SF OF

DISTURBANCE

2,096 SF OF

DISTURBANCE

14 SF OF DISTURBANCE.

DISTURBANCE BASED ON

0.79 SF PER POST 6' ON

CENTER

LIMIT OF DISTURBANCE = 43 SF

30 SF OF DISTURBANCE

248 SF OF

DISTURBANCE

FREDERICK AVE

342 34

BORING 5010

ELEV = 347.87BORING 5009

ELEV = 346.10BORING 5008

ELEV = 343.88

BORING 5007

ELEV = 340.46

BORING 5006

ELEV = 336.88

BORING 5005

ELEV = 333.99

BORING 5004

ELEV = 331.85

BORING 5002

ELEV = 330.10

BORING 5003

ELEV = 334.69

BORING 5001

ELEV = 329.00

UP #

417391

ELECTRIC

VAULT

SIGN - ROAD CURVE TO THE LEFT

SIGN - STATE SPEED 25 MPH

SIGN - BUS

STOP

SIGN - 30 MPH

SPEED LIMIT

SIGN - TRUCKS

PROHIBITED OVER 3

4 TON

CAPACITY

SIGN - NO PARKING

SIGN - MALLOW HILL

RD & FREDERICK AVE

MAILBOX

DPW

CONDUIT

MANHOLE

ELECTRIC

BOX

SIGN - TAYLOR AVE

& FREDERICK AVE

SIGN -

STOP

SIGN - MD 144

SIGN - NO PARKING SIGN - NO

STOPPING

UP #

405168

UP #

??2474

STONE

SIGN - 30 MPH

SPEED LIMIT

UP #

7126?

UP #

2477?

SIGN - BALTIMORE

NATIONAL CEMETERY 5501 GATE

STOP

SIGN

SIGN - NO PETS,

BICYCLING,

JOGGING,

SKATEBOARDS,

ROLLERBLADES

SIGN - BLUE

STAR MEMORIAL

SIGN - NOTICE

NO ADMITTANCE

SIGN - ALL

FLOWERS WILL BE

REMOVED: (DATE)

BOULDER

BOULDER BOULDER

SIGN - NATIONAL CEMETERY

FLORAL/GROUNDS POLICY

SIGN -

OFFICE

PLAQUE

2 STORY

WOOD AND

STONE BUILDING

2 STORY

BRICK

BUILDING

PORCH

WINDOW

WELL

WINDOW

WELL

ROOF

DRAIN

ROOF

DRAIN

ROOF

DRAIN

ROOF

DRAIN

ROOF

DRAIN X 3

ROOF

DRAIN

ROOF

DRAIN

TRASHCAN

X 2

RIPRAP

DRAIN

AREA

1 STORY

MAINTENANCE

GARAGE/BUILDING

2 STORY

WOOD AND STONE

BUILDING

1 STORY

BRICK

BUILDINGBORING 5011

ELEV = 342.11

METAL

LID

ELECTRIC

STRUCTURE

ELEC

BOX

KEYPAD

GRAVEL DRIVE

CANOPY

STONE

SIDEWALK

BILCO

DOORS

STONE SIDEW

ALK

STONE

SIDEWALK

CONC SIDEWALK

STONE

SIDEWALK

MACADAM

CONC S

ALK

CONC SIDEWALK

C O

N C

SID

ALK

C O

N C

SID

ALK

CONC SIDEW

ALK

STORM INLET

TOP = 343.11

12' TERRA COTTA = 339.91

STORM INLET

TOP = 340.30

12" TERRA COTTA = 337.25

12" TERRA COTTA = 336.95

6" PVC = 338.00

12" TERRA COTTA

12" PVC

STORM INLET

TOP = 330.45

12" TERRA COTTA = 327.15

12" TERRA COTTA = 327.25

6" P

STORM INLET

TOP = 325.32

12" TERRA COTTA = 322.17

12" TERRA COTTA = 323.12

6" PVC = 323.92

6" P

STORM INLET

TOP = 323.10

12" PVC = 316.55

12" TERRA COTTA = 319.57

STORM INLET

TOP = 308.10

12" PVC = 303.85

STORM INLET

TOP = 307.91

12" PVC = 303.31

STORM INLET

TOP = 308.27

12" PVC = 302.92

24" TERRA

COTTA 24" TERRA COTTA

24" TERRA

TTA

24" TERRA COTTA

STORM INLET

TOP = 304.03

24" TERRA COTTA = 269.99

STORM INLET

TOP = 304.20

24" TERRA COTTA = 294.40

STORM INLET

TOP = 304.20

24" TERRA COTTA = 298.60

STORM INLET

TOP = 306.50

24" TERRA COTTA = 298.70

24" TERRA COTTA = 297.85

TREE

1.76' DIA.

TREE

2.42' DIA.

TREE

1.67' DIA.

TREE

2.15' DIA.

TREE

0.95' DIA.

TREE

0.98' DIA.

TREE

2.17' DIA.

TREE

2.55' DIA.

TREE

1.95' DIA.

TREE

1.37' DIA.TREE

1.53' DIA.

TREE

1.69' DIA.

TREE

0.98' DIA.

12" PVC

TREE

2.36' DIA. TREE

2.67' DIA.

TREE

1.98' DIA.

TREE

1.60' DIA.

SAN. MANHOLE

TOP = 306.14

10" PVC = 298.84

8" PVC = 300.54

10" PVC

8" PVC

SAN. MANHOLE

TOP = 329.54

8" PVC = 324.84

8" PVC = 324.82

SAN. MANHOLE

TOP = 335.50

4" PVC = 327.32

8" PVC = 326.81

8" PVC = 326.73

" T

A C

TREE

2.04' DIA.

TREE

1.92' DIA.

TREE

1.58' DIA.

TREE

2.23' DIA.

TREE

2.39' DIA.

TREE

2.25'

DIA.

TREE

1.84'

DIA. TREE

1.69'

DIA.

TREE

1.61' DIA.

TREE

2.05' DIA. TREE

2.32' DIA.

TREE

1.54' DIA.

TREE

1.60' DIA.

4" PVC8" PVC

8" PVC

8" P

TREE

2.42'

DIA.

TREE

2.82'

DIA.

18" PVC

24" PVC

18" PVC

SAN. MANHOLE

TOP = 305.60

24" PVC = 293.28

18" PVC = 293.25

10" PVC = 297.62

24" TERRA COTTA

SD MANHOLE

TOP = 308.12

24" PVC = 300.02

24" PVC = 301.97

12" PVC = 301.76

TREE

2.36' DIA.

TREE

3.11' DIA.

TREE

2.58' DIA.

TREE

0.72' DIA.

TREE

2.23' DIA.

TREE

2.37'

DIA.

TREE

2.47' DIA.

TREE

1.66' DIA.

TREE

2.54' DIA.

TREE

2.31'

DIA.

TREE

1.93' DIA.

TREE

2.57'

DIA.

TREE

0.55' DIA.

TREE

1.60'

DIA.

TREE

1.17'

DIA.

TREE

1.58'

DIA.

TREE

1.21'

DIA.TREE

3.28'

DIA.

TREE

1.84' DIA.

TREE

3.16' DIA.

TREE

3.11'

DIA.

TREE

2.59' DIA.

TREE

1.52'

DIA.

TREE

1.85'

DIA.

TREE

2.55'

DIA.

TREE

3.39' DIA.

CO COVERED BY

MANHOLE LID

CO COVERED BY

MANHOLE LID

CO COVERED BY

MANHOLE LID

GATE

Parking

Conc.

307.6

296.8

299.5

300.3

300.6

300.4

296.8

306.8

309.6

Shadows

Brush

296.9

296.8

CEMETERY

Approx.

Brush

DENSE VEGETATION

295.9

295.7

270.5

DENSE VEGETATIONDENSE VEGETATION

DENSE VEGETATION

Brush

DENSE VEGETATION

U.C.

DENSE VEGETATION

U.C.

349.5

349.4

310.2310.7

310.5

Parking

CEMETERY

336.3

357.6

Parking

333.3

Gate

DENSE VEGETATION

U.C.

293.3

296.7

295.3

293.6

292.5

288.8

Shadows

289.2

DENSE VEGETATION

302.5

C U

R B

CURB

C U

R B

CURB

C U

R B

C U

R B

C U

R B

CURB

316.9316.9

Wall

314.3

W all

319.4

Wall

315.5

315.3

296.4296.4

Wall

Approx.

DENSE VEGETATION

Approx.

269.6

C on c.

DENSE VEGETATION

Brush

326.3

DENSE VEGETATION

326.2

U.C.

Approx.

Rip-Rap

St oc kp ile

Stockpile

U.C.

RIP-RAP

314.9

351.2

Gate

315.4

Parking

W all

313.5

356.5

R ip

-R ap

Wall

DENSE VEGETATION

St oc kp ile

291.1

299.5

Wall

293.8

Conc.

294.5

Wall

DENSE VEGETATION

W all

293.4

295.7

298.7

298.4

297.2

235.1

10003

289.6 10002

321.7

10001

Rocks

CURB

C U

R B

C U

R B

C U

R B

CURB

C U

R B

CURB

291.4

DENSE VEGETATION

CURB CURB

DENSE VEGETATION

CURB

W all

U.C.

CURB

Shadows

Brush

W all

CURB

296.9

351.0

299.9

C U

R B

CEMETERY

AREA A

AREA B

ADD ADDITIONAL GRAVEL

SURFACING TO EX. GRAVEL AS

NEEDED (NO DISTURBANCE).

RESTROOM TRAILER

OFFICE TRAILER

STAFF TRAILER

SCE

323 SF OF

DISTURBANCE

2,096 SF OF

DISTURBANCE

14 SF OF DISTURBANCE.

DISTURBANCE BASED ON

0.79 SF PER POST 6' ON

CENTER

131 SF OF

DISTURBANCE

1,319 SF OF

DISTURBANCE

24 SF OF DISTURBANCE.

DISTURBANCE BASED ON

0.79 SF PER POST 6' ON

CENTER

13 SF OF DISTURBANCE.

DISTURBANCE BASED ON

0.79 SF PER POST 6' ON

CENTER

1 SF OF DISTURBANCE.

DISTURBANCE BASED ON

0.79 SF PER POST 6' ON

CENTER

30 SF OF DISTURBANCE.

DISTURBANCE BASED ON

0.79 SF PER POST 6' ON

CENTER

30 SF OF DISTURBANCE

64 SF OF DISTURBANCE

167 SF OF DISTURBANCE

248 SF OF

DISTURBANCE

VA FORM 08 - 6231

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:

Office of Construction and Facilities ManagementCIVIL/STRUCTURAL 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) 372-6104

802-CM 3023

07.02.2021

FACILITY RENOVATION, IMPROVEMENTS AND

REPAIRSBID SET

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228

Fi le

P at h CG-101

MATCHLINE - SEE SHEET CG-102

Scale: 1" = 30'

0 60

KEY PLAN NOT TO SCALE

AREA B SCALE: 1"=30'

EROSION AND SEDIMENT CONTROL

PLAN

MPDPTG

LIMIT OF DISTURBANCE

18" DIAMETER FILTER LOG

LEGEND

SYMBOL

STABILIZED CONSTRUCTION ENTRANCE

06/28/2021

346346

PLAQUE

ROOF

DRAIN

ROOF

DRAIN ROOF

DRAIN

TRASHCAN

X 2

RIPRAP

DRAIN

AREA

1 STORY

BUILDING

(MAINTENANCE

GARAGE)

2 STORYWOOD AND STONE

BUILDING (ASSIST.

DIR. LODGE)

1 STORY BRICK

BUILDING

METAL

LID

ELECTRIC

STRUCTURE

ELEC

BOX

KEYPAD

GRAVEL

DRIVE

CANOPY

STONE

SIDEWALK

BILCO

DOORS

STONE SIDEW

ALK

CONC SIDEWALK

MACADAM

GATE

CEMETERY

2 STORY

WOOD AND STONE

BUILDING

(CEMETERY OFFICE)

ADD ADDITIONAL GRAVEL

SURFACING TO EX. GRAVEL AS

NEEDED (NO DISTURBANCE).

RESTROOM TRAILER

OFFICE TRAILER

STAFF TRAILER

SCE

131 SF OF

DISTURBANCE

1,319 SF OF

DISTURBANCE

24 SF OF DISTURBANCE.

DISTURBANCE BASED ON

0.79 SF PER POST 6' ON

CENTER

13 SF OF DISTURBANCE.

DISTURBANCE BASED ON

0.79 SF PER POST 6' ON

CENTER

1 SF OF DISTURBANCE.

DISTURBANCE BASED ON

0.79 SF PER POST 6' ON

CENTER

30 SF OF DISTURBANCE.

DISTURBANCE BASED ON

0.79 SF PER POST 6' ON

CENTER

30 SF OF DISTURBANCE

64 SF OF DISTURBANCE

167 SF OF DISTURBANCE

342 34

BORING 5010

ELEV = 347.87BORING 5009

ELEV = 346.10BORING 5008

ELEV = 343.88

BORING 5007

ELEV = 340.46

BORING 5006

ELEV = 336.88

BORING 5005

ELEV = 333.99

BORING 5004

ELEV = 331.85

BORING 5002

ELEV = 330.10

BORING 5003

ELEV = 334.69

BORING 5001

ELEV = 329.00

UP #

417391

ELECTRIC

VAULT

SIGN - ROAD CURVE TO THE LEFT

SIGN - STATE SPEED 25 MPH

SIGN - BUS

STOP

SIGN - 30 MPH

SPEED LIMIT

SIGN - TRUCKS

PROHIBITED OVER 3

4 TON

CAPACITY

SIGN - NO PARKING

SIGN - MALLOW HILL

RD & FREDERICK AVE

MAILBOX

DPW

CONDUIT

MANHOLE

ELECTRIC

BOX

SIGN - TAYLOR AVE

& FREDERICK AVE

SIGN -

STOP

SIGN - MD 144

SIGN - NO PARKING SIGN - NO

STOPPING

UP #

405168

UP #

??2474

STONE

SIGN - 30 MPH

SPEED LIMIT

UP #

7126?

UP #

2477?

SIGN - BALTIMORE

NATIONAL CEMETERY 5501 GATE

STOP

SIGN

SIGN - NO PETS,

BICYCLING,

JOGGING,

SKATEBOARDS,

ROLLERBLADES

SIGN - BLUE

STAR MEMORIAL

SIGN - NOTICE

NO ADMITTANCE

SIGN - ALL

FLOWERS WILL BE

REMOVED: (DATE)

BOULDER

BOULDER BOULDER

SIGN - NATIONAL CEMETERY

FLORAL/GROUNDS POLICY

SIGN -

OFFICE

PLAQUE

2 STORY

WOOD AND

STONE BUILDING

2 STORY

BRICK

BUILDING

PORCH

WINDOW

WELL

WINDOW

WELL

ROOF

DRAIN

ROOF

DRAIN

ROOF

DRAIN

ROOF

DRAIN

ROOF

DRAIN X 3

ROOF

DRAIN

ROOF

DRAIN

TRASHCAN

X 2

RIPRAP

DRAIN

AREA

1 STORY

MAINTENANCE

GARAGE/BUILDING

2 STORY

WOOD AND STONE

BUILDING

1 STORY

BRICK

BUILDINGBORING 5011

ELEV = 342.11

METAL

LID

ELECTRIC

STRUCTURE

ELEC

BOX

KEYPAD

GRAVEL DRIVE

CANOPY

STONE

SIDEWALK

BILCO

DOORS

STONE SIDEW

ALK

STONE

SIDEWALK

CONC SIDEWALK

STONE

SIDEWALK

MACADAM

CONC S

ALK

CONC SIDEWALK

C O

N C

SID

ALK

C O

N C

SID

ALK

CONC SIDEW

ALK

STORM INLET

TOP = 343.11

12' TERRA COTTA = 339.91

STORM INLET

TOP = 340.30

12" TERRA COTTA = 337.25

12" TERRA COTTA = 336.95

6" PVC = 338.00

12" TERRA COTTA

12" PVC

STORM INLET

TOP = 330.45

12" TERRA COTTA = 327.15

12" TERRA COTTA = 327.25

6" P

STORM INLET

TOP = 325.32

12" TERRA COTTA = 322.17

12" TERRA COTTA = 323.12

6" PVC = 323.92

6" P

STORM INLET

TOP = 323.10

12" PVC = 316.55

12" TERRA COTTA = 319.57

STORM INLET

TOP = 308.10

12" PVC = 303.85

STORM INLET

TOP = 307.91

12" PVC = 303.31

STORM INLET

TOP = 308.27

12" PVC = 302.92

24" TERRA

COTTA 24" TERRA COTTA

24" TERRA

TTA

24" TERRA COTTA

STORM INLET

TOP = 304.03

24" TERRA COTTA = 269.99

STORM INLET

TOP = 304.20

24" TERRA COTTA = 294.40

STORM INLET

TOP = 304.20

24" TERRA COTTA = 298.60

STORM INLET

TOP = 306.50

24" TERRA COTTA = 298.70

24" TERRA COTTA = 297.85

TREE

1.76' DIA.

TREE

2.42' DIA.

TREE

1.67' DIA.

TREE

2.15' DIA.

TREE

0.95' DIA.

TREE

0.98' DIA.

TREE

2.17' DIA.

TREE

2.55' DIA.

TREE

1.95' DIA.

TREE

1.37' DIA.TREE

1.53' DIA.

TREE

1.69' DIA.

TREE

0.98' DIA.

12" PVC

TREE

2.36' DIA. TREE

2.67' DIA.

TREE

1.98' DIA.

TREE

1.60' DIA.

SAN. MANHOLE

TOP = 306.14

10" PVC = 298.84

8" PVC = 300.54

10" PVC

8" PVC

SAN. MANHOLE

TOP = 329.54

8" PVC = 324.84

8" PVC = 324.82

SAN. MANHOLE

TOP = 335.50

4" PVC = 327.32

8" PVC = 326.81

8" PVC = 326.73

" T

A C

TREE

2.04' DIA.

TREE

1.92' DIA.

TREE

1.58' DIA.

TREE

2.23' DIA.

TREE

2.39' DIA.

TREE

2.25'

DIA.

TREE

1.84'

DIA. TREE

1.69'

DIA.

TREE

1.61' DIA.

TREE

2.05' DIA. TREE

2.32' DIA.

TREE

1.54' DIA.

TREE

1.60' DIA.

4" PVC8" PVC

8" PVC

8" P

TREE

2.42'

DIA.

TREE

2.82'

DIA.

18" PVC

24" PVC

18" PVC

SAN. MANHOLE

TOP = 305.60

24" PVC = 293.28

18" PVC = 293.25

10" PVC = 297.62

24" TERRA COTTA

SD MANHOLE

TOP = 308.12

24" PVC = 300.02

24" PVC = 301.97

12" PVC = 301.76

TREE

2.36' DIA.

TREE

3.11' DIA.

TREE

2.58' DIA.

TREE

0.72' DIA.

TREE

2.23' DIA.

TREE

2.37'

DIA.

TREE

2.47' DIA.

TREE

1.66' DIA.

TREE

2.54' DIA.

TREE

2.31'

DIA.

TREE

1.93' DIA.

TREE

2.57'

DIA.

TREE

0.55' DIA.

TREE

1.60'

DIA.

TREE

1.17'

DIA.

TREE

1.58'

DIA.

TREE

1.21'

DIA.TREE

3.28'

DIA.

TREE

1.84' DIA.

TREE

3.16' DIA.

TREE

3.11'

DIA.

TREE

2.59' DIA.

TREE

1.52'

DIA.

TREE

1.85'

DIA.

TREE

2.55'

DIA.

TREE

3.39' DIA.

CO COVERED BY

MANHOLE LID

CO COVERED BY

MANHOLE LID

CO COVERED BY

MANHOLE LID

GATE

Parking

Conc.

307.6

296.8

299.5

300.3

300.6

300.4

296.8

306.8

309.6

Shadows

Brush

296.9

296.8

CEMETERY

Approx.

Brush

DENSE VEGETATION

295.9

295.7

270.5

DENSE VEGETATIONDENSE VEGETATION

DENSE VEGETATION

Brush

DENSE VEGETATION

U.C.

DENSE VEGETATION

U.C.

349.5

349.4

310.2310.7

310.5

Parking

CEMETERY

336.3

357.6

Parking

333.3

Gate

DENSE VEGETATION

U.C.

293.3

296.7

295.3

293.6

292.5

288.8

Shadows

289.2

DENSE VEGETATION

302.5

C U

R B

CURB

C U

R B

CURB

C U

R B

C U

R B

C U

R B

CURB

316.9316.9

Wall

314.3

W all

319.4

Wall

315.5

315.3

296.4296.4

Wall

Approx.

DENSE VEGETATION

Approx.

269.6

C on c.

DENSE VEGETATION

Brush

326.3

DENSE VEGETATION

326.2

U.C.

Approx.

Rip-Rap

St oc kp ile

Stockpile

U.C.

RIP-RAP

314.9

351.2

Gate

315.4

Parking

W all

313.5

356.5

R ip

-R ap

Wall

DENSE VEGETATION

St oc kp ile

291.1

299.5

Wall

293.8

Conc.

294.5

Wall

DENSE VEGETATION

W all

293.4

295.7

298.7

298.4

297.2

235.1

10003

289.6 10002

321.7

10001

Rocks

CURB

C U

R B

C U

R B

C U

R B

CURB

C U

R B

CURB

291.4

DENSE VEGETATION

CURB CURB

DENSE VEGETATION

CURB

W all

U.C.

CURB

Shadows

Brush

W all

CURB

296.9

351.0

299.9

C U

R B

CEMETERY

AREA C

ADD ADDITIONAL GRAVEL

SURFACING TO EX. GRAVEL AS

NEEDED (NO DISTURBANCE).

RESTROOM TRAILER

OFFICE TRAILER

STAFF TRAILER

SCE

323 SF OF

DISTURBANCE

2,096 SF OF

DISTURBANCE

14 SF OF DISTURBANCE.

DISTURBANCE BASED ON

0.79 SF PER POST 6' ON

CENTER

131 SF OF

DISTURBANCE

1,319 SF OF

DISTURBANCE

24 SF OF DISTURBANCE.

DISTURBANCE BASED ON

0.79 SF PER POST 6' ON

CENTER

13 SF OF DISTURBANCE.

DISTURBANCE BASED ON

0.79 SF PER POST 6' ON

CENTER

1 SF OF DISTURBANCE.

DISTURBANCE BASED ON

0.79 SF PER POST 6' ON

CENTER

30 SF OF DISTURBANCE.

DISTURBANCE BASED ON

0.79 SF PER POST 6' ON

CENTER

30 SF OF DISTURBANCE

64 SF OF DISTURBANCE

167 SF OF DISTURBANCE

248 SF OF

DISTURBANCE

VA FORM 08 - 6231

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:

Office of Construction and Facilities ManagementCIVIL/STRUCTURAL 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) 372-6104

802-CM 3023

07.02.2021

FACILITY RENOVATION, IMPROVEMENTS AND

REPAIRSBID SET

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228

Fi le

P at h CG-102

MATCHLINE - SEE SHEET CG-101

Scale: 1" = 30'

0 60

KEY PLAN NOT TO SCALE

EROSION AND SEDIMENT CONTROL

PLAN

MPDPTG

LIMIT OF DISTURBANCE

18" DIAMETER FILTER LOG

LEGEND

SYMBOL

STABILIZED CONSTRUCTION ENTRANCE

GENERAL NOTES

1. INSTALL TEMPORARY DATA & TELEPHONE FOR TEMPORARY TRAILER. REFER TO

ED-101 AND A-100-TT

06/29/2021

306307

342 343

UP #

417391

ELECTRIC

VAULT

SIGN - ROAD CURVE TO THE LEFT

SIGN - STATE SPEED 25 MPH

SIGN - BUS

STOP

SIGN - 30

MPH SPEED

LIMIT

SIGN - TRUCKS

PROHIBITED OVER 3

TON CAPACITY

SIGN - NO PARKING

SIGN - MALLOW

HILL RD &

FREDERICK AVE

MAILBOX

DPW

CONDUIT

MANHOLE

ELECTRIC

BOX

SIGN - TAYLOR AVE

& FREDERICK AVE

SIGN - STOP

SIGN - MD 144

SIGN - NO

PARKING SIGN - NO

STOPPINGUP #

405168

UP #

??2474

STONE

SIGN - 30

MPH SPEED

LIMIT

UP #

7126?

UP # 2477?

SIGN - BALTIMORE

NATIONAL CEMETERY

GATE

STOP SIGN

SIGN

SIGN - NO PETS,

BICYCLING, JOGGING,

SKATEBOARDS,

ROLLERBLADES

SIGN - BLUE

STAR MEMORIAL

SIGN - NOTICE

NO ADMITTANCE

SIGN - ALL

FLOWERS WILL BE

REMOVED: (DATE)

BOULDER

BOULDER BOULDER

SIGN - NATIONAL CEMETERY

FLORAL/GROUNDS POLICY

SIGN

OFFICE

PLAQUE

2 STORY

BRICK BUILDING

(DIRECTORS

LODGE)

PORCH

WINDOW

WELL

WINDOW

WELL

ROOF

DRAIN

ROOF

DRAIN X 3

ROOF

DRAIN

ROOF

DRAIN

STONE SIDEW

ALK

STONE

SIDEWALK

STONE

SIDEWALK

MACADAM

CONC S

CONC SIDEWALK

C O

N C

SID

ALK

C O

N C

SID

ALK

NC SIDEW

ALK

STORM INLET

TOP = 343.11

12' TERRA COTTA = 339.91

STORM INLET

TOP = 340.30

12" TERRA COTTA = 337.25

12" TERRA COTTA = 336.95

6" PVC = 338.00

12" TERRA COTTA

12" TERRA

COTTA

12" TERRA

COTTA

12" PVC

STORM INLET

TOP = 330.45

12" TERRA COTTA = 327.15

12" TERRA COTTA = 327.25

6" P

STORM INLET

TOP = 325.32

12" TERRA COTTA = 322.17

12" TERRA COTTA = 323.12

6" PVC = 323.92

6" P

STORM INLET

TOP = 323.10

12" PVC = 316.55

12" TERRA COTTA = 319.57

STORM INLET

TOP = 308.10

12" PVC = 303.85

STORM INLET

TOP = 307.91

12" PVC = 303.31

STORM INLET

TOP = 308.27

12" PVC = 302.92

24" TERRA

COTTA 24" TERRA

COTTA

24" TERRA

TTA

24" TERRA

COTTA

STORM INLET

TOP = 304.03

24" TERRA COTTA = 269.99

STORM INLET

TOP = 304.20

24" TERRA COTTA = 294.40

STORM INLET

TOP = 304.20

24" TERRA COTTA = 298.60

STORM INLET

TOP = 306.50

24" TERRA COTTA = 298.70

24" TERRA COTTA = 297.85

TREE

1.76' DIA.

TREE

2.42' DIA.

TREE

1.67' DIA.

TREE

2.15' DIA.

TREE

0.95' DIA.

TREE

0.98' DIA.

TREE

2.17' DIA.

TREE

2.55' DIA.

TREE

1.95' DIA.

TREE

1.37' DIA.TREE

1.53' DIA.

TREE

1.69' DIA.

TREE

0.98' DIA.

CO12" PVC

12" PVC

TREE

2.36' DIA. TREE

2.67' DIA.

TREE

1.98' DIA.

TREE

1.60' DIA.

SAN. MANHOLE

TOP = 306.14

10" PVC = 298.84

8" PVC = 300.54

10" PVC

8" PVC

SAN. MANHOLE

TOP = 329.54

8" PVC = 324.84

8" PVC = 324.82

SAN. MANHOLE

TOP = 335.50

4" PVC = 327.32

8" PVC = 326.81

8" PVC = 326.73

" T

A C

TREE

2.04' DIA.

TREE

1.92' DIA.

TREE

1.58' DIA.

TREE

2.23' DIA.

TREE

2.39' DIA.

TREE

2.25' DIA.

TREE

1.84' DIA.

TREE

1.69' DIA.

TREE

1.61' DIA.

TREE

2.05' DIA. TREE

2.32' DIA.

TREE

1.54' DIA.

TREE

1.60' DIA.

4" PVC

8" PVC

8" P

TREE

2.42' DIA.

TREE

2.82' DIA.

18" PVC

24" PVC

18" PVC

SAN. MANHOLE

TOP = 305.60

24" PVC = 293.28

18" PVC = 293.25

10" PVC = 297.62

24" TERRA COTTA

SD MANHOLE

TOP = 308.12

24" PVC = 300.02

24" PVC = 301.97

12" PVC = 301.76

TREE

2.36' DIA.

TREE

3.11' DIA.

TREE

2.58' DIA.

TREE

0.72' DIA.

TREE

2.23' DIA.

TREE

2.37' DIA.

TREE

2.47' DIA.

TREE

1.66' DIA.

TREE

2.54' DIA.

TREE

2.31' DIA.

TREE

1.84' DIA.

TREE

3.16' DIA.

TREE

3.11' DIA.

TREE

2.59' DIA.

TREE

1.52' DIA.

CO COVERED BY

MANHOLE LID

CO COVERED BY

MANHOLE LID

CO COVERED BY

MANHOLE LID

FREDERICK AVE

ALLO

HILL RD

TAYLO

R AVE

CEMETERY

PROP. GAS MAIN TO BE

INSTALLED/EXTENDED ALONG TAYLOR

AVENUE BY THE GAS COMPANY

SEE PLUMBING

PLANS FOR

PROPOSED WATER

SERVICE LOCATION

AND DETAILS

FREDERICK AVE

PARKING

CONC.

307.6

296.8

299.5 300.3

300.6 300.4

296.8

306.8

309.6

Shadows

Brush

296.9 296.8

Approx.

Brush

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

295.9 295.7

270.5

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

N Brush

U.C.

DENSE VEG

ETATIO

DENSE VEG

ETATIO

U.C.

GATE

CONC.

349.5

349.4

310.2310.7 310.5

PARKING

336.3

322.9

357.6

PARKING

331.5

PARKING

333.3

GATE

DENSE VEG

ETATIO

319.2

DENSE VEGETATION

U.C.

GATE

293.3 293.3

296.7

GATE

327.8

DENSE VEG

ETATIO

295.3

293.6

292.5

288.8

Shadows

289.2

302.5

C U

R B

CURB

C U

R B

CURB

C U

R B

C U

R B

CURB

C U

R B

CURB

C U

R B

C U

R B

CURB

C U

R B

CURB

C U

R B

CURB

316.9316.9

WALL

314.3

319.4

WALL

315.5 315.3

296.4296.4

WALL

Approx.

269.6

DENSE VEG

ETATIO

DENSE VEG

ETATIO

Brush

326.3

DENSE VEG

ETATIO

326.2

U.C.

Approx.

RIP-RAP

STOCKPILE

U.C.

CURB

RIP-RAP

314.9

351.2

GATE

315.4

PARKING

ALL

313.5

STORAGE

CURB

STORAGE

329.7

356.5

CURB

346.3

STOCKPILE

PARKING

325.3

337.1

335.5 335.5

P-

WALL

310.5 310.9

312.2

291.1

299.5

WALL WALL306.3

WALL

GATE

CURB305.8

293.8

CONC.

294.5

304.1

308.4

WALL

293.4

295.7

298.7 298.4

297.2

235.1 10003

289.6 10002

321.7 10001

Rocks

CURB

C U

R B

C U

R B

CURB

C U

R B

CURB

C U

R B

CURB

C U

R B

CURB

C U

R B

C U

R B

CURB

C U

R B

C U

R B

C U

R B

CURB

C U

R B

C U

R B

CURB

291.4

302.9

305.3

303.1

DENSE VEG

ETATIO

DENSE VEG

ETATIO

STEPS

CURB CURB

CURB

DENSE VEG

ETATIO

343.7

CURB

PARKING

WALL

U.C.

CURB

Shadows

Brush

WALL

CURB

296.9

351.0

299.9AREA A

AREA B

VA FORM 08 - 6231

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:

Office of Construction and Facilities ManagementCIVIL/STRUCTURAL 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) 372-6104

802-CM 3023

07.02.2021

FACILITY RENOVATION, IMPROVEMENTS AND

REPAIRSBID SET

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228

Fi le

P at h CU-100

MATCHLINE - SEE SHEET CU-101

Scale: 1" = 30'

0 60

KEY PLAN NOT TO SCALE

AREA B SCALE: 1"=30'

PROPERTY BOUNDARY

BUILDING

PAVEMENT

SIDEWALK / CONCRETE

MAJOR CONTOUR

MINOR CONTOUR

WATERLINE / HYDRANT

SANITARY SEWER

STORMWATER

ELECTRIC SERVICE

GAS SERVICE

CURB

WALL

GRAVE STONES

LEGEND

EXISTING

FENCE

TELEPHONE SERVICE

FIELD RUN SURVEY

TREE LINE

GAS SERVICE

PROPOSED

GENERAL NOTES

1. CONTRACTOR SHALL COORDINATE WITH GAS COMPANY FOR LOCATION OF GAS

MAIN CONNECTION POINT AT TAYLOR AVENUE.

2. SEE SHEET PS-001 FOR ADDITIONAL GAS LINE INFORMATION.

3. CONTRACTOR IS RESPONSIBLE FOR THE COST OF THE NEW GAS SERVICE,

INCLUDING BUT NOT LIMITED TO OBTAINING ANY/ALL REQUIRED PERMITS AND

COORDINATING INSTALLATION WITH THE GAS COMPANY.

4. GAS MAIN ROUTES ARE FOR INFORMATIONAL PURPOSES ONLY. BALTIMORE GAS

AND ELECTRIC COMPANY (BGE) SHALL DESIGN THE GAS MAIN. INSTALL THE GAS

MAIN, AND CONNECT TO THE EXISTING BUILDING. CONTRACTOR SHALL

COORDINATE WITH THE OWNER TO SUBMIT AN APPLICATION FOR GAS SERVICE IN

ORDER FOR BGE TO PREPARE THE DESIGN PLANS.

5. GAS COMPANY:

BALTIMORE GAS AND ELECTRIC COMPANY (BGE)

1068 N. FRONT STREET, ROOM 501

P.O. BOX 1475

BALTIMORE, MD 21203-1475

PHONE: 1-877-778-2222

UTILITY PLAN

MLTPTG06/28/2021

346346

SIGN - BLUE

STAR MEMORIAL

PLAQUE

ROOF

DRAIN

ROOF

DRAIN ROOF

DRAIN

ROOF

DRAIN

TRASHCAN

X 2

RIPRAP

DRAIN

AREA

1 STORY

BUILDING

(MAINTENANCE

GARAGE)

2 STORYWOOD AND STONE

BUILDING (ASSIST.

DIR. LODGE)

1 STORY BRICK

BUILDING

METAL

LID

ELECTRIC

STRUCTURE

ELEC

BOX

KEYPAD

GRAVEL

DRIVE

CANOPY

STONE

SIDEWALK

BILCO

DOORS

STONE SIDEW

ALK

CONC SIDEWALK

MACADAM

CONC S

8" PVC = 326.81

8" PVC = 326.73

TREE

2.25' DIA.

TREE

1.84' DIA.

TREE

1.69' DIA.

TREE

2.47' DIA.

TREE

1.66' DIA.

TREE

2.54' DIA.

TREE

2.31' DIA.

TREE

1.93' DIA. TREE

2.57' DIA.

TREE

0.55' DIA.

TREE

1.60' DIA.

TREE

1.17' DIA.

TREE

1.58' DIA.

TREE

1.21' DIA.

TREE

3.28' DIA.

1.52' DIA.

TREE

1.85' DIA.

TREE

2.55' DIA.

TREE

3.39' DIA.

GATE

CEMETERY

2 STORY

WOOD AND STONE

BUILDING

(CEMETERY OFFICE)

PROP. GAS MAIN TO BE

INSTALLED/EXTENDED ALONG TAYLOR

AVENUE BY THE GAS COMPANY

CONNECT GAS TO TO EXIST. BUILDING. SEE

PLUMBING PLANS FOR DETAILS AND EXACT

LOCATION OF PROPOSED GAS METER.

PROPOSED GAS SERVICE. CONTRACTOR SHALL

INSTALL GAS SERVICE FROM BUILDING TO PROPERTY

LINE. SEE PLUMBING PLANS FOR SIZE OF GAS MAIN,

DETAILS, AND EXACT LOCATION. CONTRACTOR SHALL

COORDINATE WITH THE GAS COMPANY FOR THE EXACT

LOCATION OF THE GAS MAIN AT PROPERTY LINE.

CONNECT GAS SERVICE TO PROPOSED GAS

MAIN AT PROPERTY LINE. GAS COMPANY

SHALL EXTEND GAS MAIN ALONG TAYLOR

AVENUE TO THE PROPERTY LINE.

SEE PLUMBING

PLANS FOR

PROPOSED WATER

SERVICE LOCATION

AND DETAILS

PROP. GAS MAIN TO BE

INSTALLED/EXTENDED

ALONG TAYLOR AVENUE BY

THE GAS COMPANY

PARKING

CONC.

307.6

296.8

299.5 300.3

300.6 300.4

296.8

306.8

309.6

Shadows

Brush

296.9 296.8

Approx.

Brush

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

295.9 295.7

270.5

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

N Brush

U.C.

DENSE VEG

ETATIO

DENSE VEG

ETATIO

U.C.

GATE

CONC.

349.5

349.4

310.2310.7 310.5

PARKING

336.3

322.9

357.6

PARKING

331.5

PARKING

333.3

GATE

DENSE VEG

ETATIO

319.2

DENSE VEGETATION

U.C.

GATE

293.3 293.3

296.7

GATE

327.8

DENSE VEG

ETATIO

295.3

293.6

292.5

288.8

Shadows

289.2

302.5

C U

R B

CURB

C U

R B

CURB

C U

R B

C U

R B

CURB

C U

R B

CURB

C U

R B

C U

R B

CURB

C U

R B

CURB

C U

R B

CURB

316.9316.9

WALL

314.3

319.4

WALL

315.5 315.3

296.4296.4

WALL

Approx.

269.6

DENSE VEG

ETATIO

DENSE VEG

ETATIO

Brush

326.3

DENSE VEG

ETATIO

326.2

U.C.

Approx.

RIP-RAP

STOCKPILE

U.C.

CURB

RIP-RAP

314.9

351.2

GATE

315.4

PARKING

ALL

313.5

STORAGE

CURB

STORAGE

329.7

356.5

CURB

346.3

STOCKPILE

PARKING

325.3

337.1

335.5 335.5

P-

WALL

310.5 310.9

312.2

291.1

299.5

WALL WALL306.3

WALL

GATE

CURB305.8

293.8

CONC.

294.5

304.1

308.4

WALL

293.4

295.7

298.7 298.4

297.2

235.1 10003

289.6 10002

321.7 10001

Rocks

CURB

C U

R B

C U

R B

CURB

C U

R B

CURB

C U

R B

CURB

C U

R B

CURB

C U

R B

C U

R B

CURB

C U

R B

C U

R B

C U

R B

CURB

C U

R B

C U

R B

CURB

291.4

302.9

305.3

303.1

DENSE VEG

ETATIO

DENSE VEG

ETATIO

STEPS

CURB CURB

CURB

DENSE VEG

ETATIO

343.7

CURB

PARKING

WALL

U.C.

CURB

Shadows

Brush

WALL

CURB

296.9

351.0

299.9

AREA C

VA FORM 08 - 6231

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:

Office of Construction and Facilities ManagementCIVIL/STRUCTURAL 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) 372-6104

802-CM 3023

07.02.2021

FACILITY RENOVATION, IMPROVEMENTS AND

REPAIRSBID SET

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228

Fi le

P at h CU-101

MATCHLINE - SEE SHEET CU-100

Scale: 1" = 30'

0 60

KEY PLAN NOT TO SCALE

PROPERTY BOUNDARY

BUILDING

PAVEMENT

SIDEWALK / CONCRETE

MAJOR CONTOUR

MINOR CONTOUR

WATERLINE / HYDRANT

SANITARY SEWER

STORMWATER

ELECTRIC SERVICE

GAS SERVICE

CURB

WALL

GRAVE STONES

LEGEND

EXISTING

FENCE

TELEPHONE SERVICE

FIELD RUN SURVEY

TREE LINE

GAS SERVICE

PROPOSED

UTILITY PLAN

MLTPTG

GENERAL NOTES

1. CONTRACTOR SHALL COORDINATE WITH GAS COMPANY FOR LOCATION OF GAS

MAIN CONNECTION POINT AT TAYLOR AVENUE.

2. SEE SHEET PS-001 FOR ADDITIONAL GAS LINE INFORMATION.

3. CONTRACTOR IS RESPONSIBLE FOR THE COST OF THE NEW GAS SERVICE,

INCLUDING BUT NOT LIMITED TO OBTAINING ANY/ALL REQUIRED PERMITS AND

COORDINATING INSTALLATION WITH THE GAS COMPANY.

4. GAS MAIN ROUTES ARE FOR INFORMATIONAL PURPOSES ONLY. BALTIMORE GAS

AND ELECTRIC COMPANY (BGE) SHALL DESIGN THE GAS MAIN. INSTALL THE GAS

MAIN, AND CONNECT TO THE EXISTING BUILDING. CONTRACTOR SHALL

COORDINATE WITH THE OWNER TO SUBMIT AN APPLICATION FOR GAS SERVICE IN

ORDER FOR BGE TO PREPARE THE DESIGN PLANS.

5. GAS COMPANY:

BALTIMORE GAS AND ELECTRIC COMPANY (BGE)

1068 N. FRONT STREET, ROOM 501

P.O. BOX 1475

BALTIMORE, MD 21203-1475

PHONE: 1-877-778-2222

06/28/2021

Brush

DENSE VEGETATION

Brush

DENSE VEGETATION

Brush

342 343

AREA C

REFER TO DRAWING LD-103

AREA D

REFER TO DRAWING LD-103

R&D EXISTING SIGNS.

REFER TO LI-101

SIGNAGE PLAN (TYP)

R&D EXISTING SIGNS. REFER TO

LI-101 SIGNAGE PLAN (TYP)

R&D EXISTING SIGNS. REFER TO

LI-101 SIGNAGE PLAN (TYP)

R&D RECEPTACLES

R&D EXISTING SIGN. REFER TO

LI-101 SIGNAGE PLAN (TYP)

R&D RECEPTACLES

R&D EXISTING

SIGNS. REFER TO

LI-101 SIGNAGE

PLAN (TYP)

R&D RECEPTACLES

R&D EXISTING SIGN. REFER TO

LI-101 SIGNAGE PLAN (TYP)

R&D EXISTING SIGN. REFER TO

LI-101 SIGNAGE PLAN (TYP)

R&D HYDRANT

AND

SURROUNDING

STONE

R&D HYDRANT AND

SURROUNDING STONE

R&D HYDRANT AND

SURROUNDING STONE

R&D HYDRANT AND

SURROUNDING STONE

R&D HYDRANT AND

SURROUNDING STONE

R&D HYDRANT AND

SURROUNDING STONE

R&D HYDRANT AND

SURROUNDING STONE

REMOVE TO THE NEAREST JOINT;

SAW CUT NEATLY (BASE BID)

AREA B

REFER TO DRAWING LD-102

Brush

DENSE VEGETATION

Brush

DENSE VEGETATION

Brush

DENSE VEGETATION

235.1 10003

289.6 10002

321.7 10001

DENSE VEGETATION

Brush

342 343

REMOVE TO THE NEAREST JOINT;

SAW CUT NEATLY (BASE BID)

VA FORM 08 - 6231

Fi le

P at h 6/

P M

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:V O

L V N T A T I S T V Æ

C O R O N A S T I

B O N Æ

OSSC

1 6 3 2

S T A T E O F M A R Y L A N D

L . THOMPSON

3 9 0 9

L A N D S C A P E A R C H I T E C

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL 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) 372-6104

1. CONTRACTOR SHALL NOT

WORK UPON OR STORE

ANY MATERIALS ON

OCCUPIED GRAVE PLOTS.

DESIGNATED LIMITED

ACCESS ROUTES ARE

INDICATED ON THE PLANS.

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

OCCURING WITHIN 10' OF

EXISTING MONUMENTS AND

SHALL BE REMOVED

IMMEDIATELY AFTER

DEMOLITION OR

CONSTRUCTION NEAR THE

MONUMENT IS COMPLETE.

GRAVESITE PROTECTION NOTES

EXAMPLE OF HEADSTONE COVER

3. HEADSTONE COVERS SHALL BE CONSTRUCTED OF ½-INCH

THICK PLYWOOD AND SHALL COMPLETELY ENCASE

HEADSTONES ADJACENT TO THE WORK AREA WITHOUT

DAMAGING THEM.

4. COVER FLAT MARKERS WITH 1-INCH THICK PLYWOOD TO

PROTECT THEM FROM INCIDENTAL DAMAGE.

LD-101

BID SET

Facility Renovation, Improvements, And Repairs

802CM3023

2021-07-02 MS

SITE PREPARATION AND REMOVALS

PLAN - AREA A

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228, SURVEY NOTE

SURVEY INFORMATION (SHOWN IN MEDIUM GREY) WAS PROVIDED

BY KCI TECHNOLOGIES, INC., 1352 MARROWS ROAD, SUITE 100,

NEWARK, DE 19711. FIELD WORK WAS CONDUCTED IN DECEMBER

2020.

AERIAL SURVEY INFORMATION (SHOWN IN LIGHT GREY) WAS

PROVIDED BY AXIS GEOSPACIAL LLC. AERIAL SURVEY DATA WAS

COLLECTED IN JANUARY 2021.

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: DURING MASONRY AND FENCE

INSTALLATION, 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 2” 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.

6.2. 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.

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

MILL AND REMOVE

EXISTING BITUMINOUS

SURFACE

(BID OPTION 03)

SYMBOL DETAIL

REFERENCE

R&D FENCE N/A

DEMOLITION LEGEND

N/A

R&D REMOVE AND DISPOSE OF LEGALLY

OFF-SITE

R&R REMOVE AND RELOCATE AS INDICATED

R&D EXISTING

PAVEMENT AND

AGGREGATE BASE

COURSE IF PRESENT

N/A

R&D EXISTING CURB

(BID OPTION 03)

R&D EXISTING

PAVEMENT AND

AGGREGATE BASE

COURSE IF PRESENT

(BID OPTION 03)

N/A

REMOVAL NOTES

1. PERFORM ON-SITE REVIEW TO VERIFY EXISTING SITE

CONDITIONS. VERIFY LOCATIONS OF ON-SITE UTILITIES

(ELECTRIC/WATER, SANITARY, ETC.) PRIOR TO START OF

WORK.

2. REMOVE EXISTING FEATURES AS REQUIRED TO

ACCOMMODATE NEW CONSTRUCTION.

3. REPAIR OR REPLACE MAINTAINED SITE FEATURES DAMAGED

DURING CONSTRUCTION TO THE PRE-CONSTRUCTION

CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.

KEY PLAN NOT TO SCALE

NORTH

Scale: 1" = 100'

100 100 2000

NORTH

Scale: 1" = 100'

100 100 2000AREA A AREA A

AREA D

AREA C

AREA B

AREA E

MATCHLINE - AREA C

R&D EXISTING

SIGNS. REFER TO

LI-101 SIGNAGE

PLAN (TYP)

IRONWORK TO BE

REFURBISHED IN PLACE.

REFER TO SITE LAYOUT AND

MATERIALS PLAN (TYP.)

IRONWORK TO BE REFURBISHED IN

PLACE. REFER TO SITE LAYOUT AND

MATERIALS PLAN (TYP.)

R&D EXISTING SIGNS. REFER TO

LI-101 SIGNAGE PLAN (TYP)

R&D EXISTING SIGNS. REFER TO

LI-101 SIGNAGE PLAN (TYP)

PROTECT EXISTING TREE

TO REMAIN (TYP.)

PROTECT STONE

CURB TO REMAIN

R&D EXISTING SIGN. REFER TO

LI-101 SIGNAGE PLAN (TYP)

PROTECT STONE PIERS

AND CURB TO REMAIN

PROTECT EXISTING

LANDSCAPING TO

REMAIN (TYP.)

PROTECT EXISTING

LANDSCAPING TO REMAIN (TYP.)

PROTECT

STONE PIERS

AND CURB TO

REMAIN

Brush

DENSE VEGETATION

Brush

DENSE VEGETATION

Brush

DENSE VEGETATION

235.1 10003

289.6 10002

321.7 10001

DENSE VEGETATION

Brush

342 343

REMOVE TO THE NEAREST JOINT;

SAW CUT NEATLY (BASE BID)

VA FORM 08 - 6231

Fi le

P at h 6/

P M

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:V O

L V N T A T I S T V Æ

C O R O N A S T I

B O N Æ

OSSC

1 6 3 2

S T A T E O F M A R Y L A N D

L . THOMPSON

3 9 0 9

L A N D S C A P E A R C H I T E C

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL 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) 372-6104

LD-102

BID SET

Facility Renovation, Improvements, And Repairs

802CM3023

2021-07-02 MS

SITE PREPARATION AND REMOVALS

PLAN - AREA B

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228, SURVEY NOTE

SURVEY INFORMATION (SHOWN IN MEDIUM GREY) WAS PROVIDED

BY KCI TECHNOLOGIES, INC., 1352 MARROWS ROAD, SUITE 100,

NEWARK, DE 19711. FIELD WORK WAS CONDUCTED IN DECEMBER

2020.

AERIAL SURVEY INFORMATION (SHOWN IN LIGHT GREY) WAS

PROVIDED BY AXIS GEOSPACIAL LLC. AERIAL SURVEY DATA WAS

COLLECTED IN JANUARY 2021.

REFER TO LD-101 FOR TREE PROTECTION NOTES

TREE PROTECTION NOTES

1. CONTRACTOR SHALL NOT

WORK UPON OR STORE

ANY MATERIALS ON

OCCUPIED GRAVE PLOTS.

DESIGNATED LIMITED

ACCESS ROUTES ARE

INDICATED ON THE PLANS.

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

OCCURING WITHIN 10' OF

EXISTING MONUMENTS AND

SHALL BE REMOVED

IMMEDIATELY AFTER

DEMOLITION OR

CONSTRUCTION NEAR THE

MONUMENT IS COMPLETE.

GRAVESITE PROTECTION NOTES

EXAMPLE OF HEADSTONE COVER

3. HEADSTONE COVERS SHALL BE CONSTRUCTED OF ½-INCH

THICK PLYWOOD AND SHALL COMPLETELY ENCASE

HEADSTONES ADJACENT TO THE WORK AREA WITHOUT

DAMAGING THEM.

4. COVER FLAT MARKERS WITH 1-INCH THICK PLYWOOD TO

PROTECT THEM FROM INCIDENTAL DAMAGE.

MILL AND REMOVE

EXISTING BITUMINOUS

SURFACE

(BID OPTION 03)

SYMBOL DETAIL

REFERENCE

R&D FENCE N/A

DEMOLITION LEGEND

N/A

R&D REMOVE AND DISPOSE OF LEGALLY

OFF-SITE

R&R REMOVE AND RELOCATE AS INDICATED

R&D EXISTING

PAVEMENT AND

AGGREGATE BASE

COURSE IF PRESENT

N/A

R&D EXISTING CURB

(BID OPTION 03)

R&D EXISTING

PAVEMENT AND

AGGREGATE BASE

COURSE IF PRESENT

(BID OPTION 03)

N/A

REMOVAL NOTES

1. PERFORM ON-SITE REVIEW TO VERIFY EXISTING SITE

CONDITIONS. VERIFY LOCATIONS OF ON-SITE UTILITIES

(ELECTRIC/WATER, SANITARY, ETC.) PRIOR TO START OF

WORK.

2. REMOVE EXISTING FEATURES AS REQUIRED TO

ACCOMMODATE NEW CONSTRUCTION.

3. REPAIR OR REPLACE MAINTAINED SITE FEATURES DAMAGED

DURING CONSTRUCTION TO THE PRE-CONSTRUCTION

CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.

NORTH

Scale: 1" = 20'

20 20 400AREA B KEY PLAN NOT TO SCALE

AREA A

AREA D

AREA C

DENSE VEGETATION

Brush

DENSE VEGETATION

Brush

DENSE VEGETATION

235.1 10003

289.6 10002

321.7 10001

DENSE VEGETATION

Brush

342 343

REMOVE TO THE NEAREST JOINT;

SAW CUT NEATLY (BASE BID)

342 343

MATCHLINE - AREA D

MATCHLINE - AREA B

X X X X X X X

X X

PROTECT EXISTING

PAVING TO REMAIN

(TYP.)

PROTECT EXISTING

PAVING TO REMAIN

(TYP.)

PROTECT EXISTING TREE

TO REMAIN. REFER TO

CG-503 (TYP.)

PROTECT EXISTING TREE

TO REMAIN (TYP.)

PROTECT EXISTING TREE

TO REMAIN (TYP.)

PROTECT EXISTING TREE

TO REMAIN (TYP.)

PROTECT EXISTING TREE

TO REMAIN (TYP.)

PROTECT EXISTING

TREES TO REMAIN (TYP.)

PROTECT EXISTING TREE

TO REMAIN (TYP.)

PROTECT EXISTING

PAVING TO REMAIN

(TYP.)

PROTECT CONCRETE CURBS

AND GUTTERS TO REMAIN

(TYP.)

PROTECT CONCRETE CURBS

AND GUTTERS TO REMAIN

(TYP.)

PROTECT CONCRETE CURBS

AND GUTTERS TO REMAIN

(TYP.)

PROTECT EXISTING

PAVING TO REMAIN

(TYP.)

R&D WOOD FENCE AND CONCRETE

FENCE FOOTING BETWEEN ASPHALT

AND SIDEWALK

R&D WOOD FENCE AND

GATES

R&D CHAIN LINK GATE

PROTECT EXISTING

PAVING TO REMAIN

(TYP.)

R&D EXISTING SIGNS.

REFER TO LI-101 SIGNAGE

PLAN (TYP)

DIRECTOR'S

LODGE

ADMINISTRATION

BUILDING

MAINTENANCE

GARAGE

ASSISTANT

DIRECTOR'S

LODGE

R&D EXISTING SIGNS.

REFER TO LI-101 SIGNAGE

PLAN (TYP)

R&D EXISTING SIGNS.

REFER TO LI-101 SIGNAGE

PLAN (TYP)

R&D EXISTING SIGNS.

REFER TO LI-101 SIGNAGE

PLAN (TYP)

R&D EXISTING

SIGNS. REFER TO

LI-101 SIGNAGE

PLAN (TYP)

R&D WOOD FENCE AND

GATES

PROTECT EXISTING

PAVING TO REMAIN

(TYP.)

R&D WOOD FENCE

R&R "TRIBUTE TO THE

FALLEN AND THEIR

FAMILIES" PLAQUE. REFER

TO LI-101 SIGNAGE PLAN

FOR INSTALL LOCATION

R&R FLAG POLES AND PLAQUES.

EXISTING FOUNDATIONS TO REMAIN.

REFER TO GENERAL PHASING PLAN

R&D EXISTING SIGNS.

REFER TO LI-101 SIGNAGE

PLAN (TYP)

REMOVE TO

NEAREST

JOINT; SAW

CUT NEATLY

(BID OPT. 03)

REMOVE TO

NEAREST

JOINT; SAW

CUT NEATLY

(BID OPT. 03)

REMOVE TO

NEAREST JOINT;

SAW CUT NEATLY

(BID OPT. 03)

REMOVE TO

NEAREST

JOINT; SAW

CUT NEATLY

(BID OPT. 03)

R&D CONCRETE AND

HYDRANT; PROTECT

ADJACENT SIDEWALKS

SAW CUT NEATLY

(BID OPT. 03)

REMOVE TO NEAREST

JOINT; SAW CUT NEATLY

(BID OPT. 03)

SAW CUT NEATLY

(BID OPT. 03)

REFER TO GRAVESITE

LOCATOR AREA

ENLARGEMENT

REFER TO FLAMMABLE

STORAGE BUILDING

ENLARGEMENT

REMOVE TO THE NEAREST JOINT;

SAW CUT NEATLY (BASE BID)

MATCHLINE - AREA C

X X

X X X X X X

X X

R&D WOOD FENCE AND GATE

R&D RECEPTACLES

R&D EXISTING SIGNS.

REFER TO LI-101 SIGNAGE

PLAN (TYP)

R&D STORAGE TANK, AND

CONCRETE PAD. REFER TO

ARCHITECTURAL DRAWINGS.

REMOVE TO

NEAREST JOINT;

SAW CUT NEATLY

(BID OPT. 03)

FLAMMABLE

STORAGE

BUILDING

REMOVE TO NEAREST JOINT; SAW CUT

NEATLY (BID OPT. 03)

R&D

BOLLARDS

- 8 TOTAL.

REMOVE TO THE NEAREST JOINT;

SAW CUT NEATLY (BASE BID)

PROTECT

EXISTING

CONCRETE

PAVING TO

REMAIN

VA FORM 08 - 6231

Fi le

P at h 6/

P M

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:V O

L V N T A T I S T V Æ

C O R O N A S T I

B O N Æ

OSSC

1 6 3 2

S T A T E O F M A R Y L A N D

L . THOMPSON

3 9 0 9

L A N D S C A P E A R C H I T E C

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL 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) 372-6104

LD-103

BID SET

Facility Renovation, Improvements, And Repairs

802CM3023

2021-07-02 MS

SITE PREPARATION AND REMOVALS

PLAN - AREA C & D

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228, SURVEY NOTE

SURVEY INFORMATION (SHOWN IN MEDIUM GREY) WAS PROVIDED

BY KCI TECHNOLOGIES, INC., 1352 MARROWS ROAD, SUITE 100,

NEWARK, DE 19711. FIELD WORK WAS CONDUCTED IN DECEMBER

2020.

AERIAL SURVEY INFORMATION (SHOWN IN LIGHT GREY) WAS

PROVIDED BY AXIS GEOSPACIAL LLC. AERIAL SURVEY DATA WAS

COLLECTED IN JANUARY 2021.

REFER TO LD-101 FOR TREE PROTECTION NOTES

TREE PROTECTION NOTES

1. CONTRACTOR SHALL NOT

WORK UPON OR STORE

ANY MATERIALS ON

OCCUPIED GRAVE PLOTS.

DESIGNATED LIMITED

ACCESS ROUTES ARE

INDICATED ON THE PLANS.

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

OCCURING WITHIN 10' OF

EXISTING MONUMENTS AND

SHALL BE REMOVED

IMMEDIATELY AFTER

DEMOLITION OR

CONSTRUCTION NEAR THE

MONUMENT IS COMPLETE.

GRAVESITE PROTECTION NOTES

EXAMPLE OF HEADSTONE COVER

3. HEADSTONE COVERS SHALL BE CONSTRUCTED OF ½-INCH

THICK PLYWOOD AND SHALL COMPLETELY ENCASE

HEADSTONES ADJACENT TO THE WORK AREA WITHOUT

DAMAGING THEM.

4. COVER FLAT MARKERS WITH 1-INCH THICK PLYWOOD TO

PROTECT THEM FROM INCIDENTAL DAMAGE.

MILL AND REMOVE

EXISTING BITUMINOUS

SURFACE

(BID OPTION 03)

SYMBOL DETAIL

REFERENCE

R&D FENCE N/A

DEMOLITION LEGEND

N/A

R&D REMOVE AND DISPOSE OF LEGALLY

OFF-SITE

R&R REMOVE AND RELOCATE AS INDICATED

R&D EXISTING

PAVEMENT AND

AGGREGATE BASE

COURSE IF PRESENT

N/A

R&D EXISTING CURB

(BID OPTION 03)

R&D EXISTING

PAVEMENT AND

AGGREGATE BASE

COURSE IF PRESENT

(BID OPTION 03)

N/A

REMOVAL NOTES

1. PERFORM ON-SITE REVIEW TO VERIFY EXISTING SITE

CONDITIONS. VERIFY LOCATIONS OF ON-SITE UTILITIES

(ELECTRIC/WATER, SANITARY, ETC.) PRIOR TO START OF

WORK.

2. REMOVE EXISTING FEATURES AS REQUIRED TO

ACCOMMODATE NEW CONSTRUCTION.

3. REPAIR OR REPLACE MAINTAINED SITE FEATURES DAMAGED

DURING CONSTRUCTION TO THE PRE-CONSTRUCTION

CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.

KEY PLAN NOT TO SCALE

AREA C

AREA DNORTH

Scale: 1" = 20'

20 20 400

NORTH

Scale: 1" = 20'

20 20 400

FLAMMABLE STORAGE BUILDING ENLARGEMENT

SCALE 1" = 5'

GRAVESITE LOCATOR AREA ENLARGEMENT

SCALE 1" = 5'

AREA A

AREA D

AREA C

DENSE VEGETATION

Brush

DENSE VEGETATION

Brush

342 343

DIRECTOR'S

LODGE

ADMINISTRATION

BUILDING

MAINTENANCE

GARAGE

ASSISTANT

DIRECTOR'S

LODGE

FLORAL STATION

LS-504

FLORAL STATION

LS-504

FLORAL STATION

LS-504

FLORAL STATION

LS-504

FLORAL STATION

LS-504

FLORAL STATION

LS-504

FLORAL STATION

LS-504

AREA C

REFER TO

DRAWING LS-103

AREA D

REFER TO

DRAWING LS-103

AREA B

REFER TO

DRAWING LS-102

AREA E

REFER TO

DRAWING LS-104

Brush

DENSE VEGETATION

Brush

DENSE VEGETATION

Brush

DENSE VEGETATION

235.1 10003

289.6 10002

321.7 10001

DENSE VEGETATION

Brush

342 343

DIRECTOR'S

LODGE

ADMINISTRATION

BUILDING

MAINTENANCE

GARAGE

ASSISTANT

DIRECTOR'S

LODGE

VA FORM 08 - 6231

Fi le

P at h 6/

P M

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:V O

L V N T A T I S T V Æ

C O R O N A S T I

B O N Æ

OSSC

1 6 3 2

S T A T E O F M A R Y L A N D

L . THOMPSON

3 9 0 9

L A N D S C A P E A R C H I T E C

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL 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) 372-6104

1. CONTRACTOR SHALL NOT

WORK UPON OR STORE

ANY MATERIALS ON

OCCUPIED GRAVE PLOTS.

DESIGNATED LIMITED

ACCESS ROUTES ARE

INDICATED ON THE PLANS.

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

OCCURING WITHIN 10' OF

EXISTING MONUMENTS AND

SHALL BE REMOVED

IMMEDIATELY AFTER

DEMOLITION OR

CONSTRUCTION NEAR THE

MONUMENT IS COMPLETE.

GRAVESITE PROTECTION NOTES

EXAMPLE OF HEADSTONE COVER

3. HEADSTONE COVERS SHALL BE CONSTRUCTED OF ½-INCH

THICK PLYWOOD AND SHALL COMPLETELY ENCASE

HEADSTONES ADJACENT TO THE WORK AREA WITHOUT

DAMAGING THEM.

4. COVER FLAT MARKERS WITH 1-INCH THICK PLYWOOD TO

PROTECT THEM FROM INCIDENTAL DAMAGE.

LEGEND

SYMBOL DETAIL

REFERENCE

BITUMINOUS PAVING

MILL AND OVERLAY

(BID OPTION 03)

CONCRETE PAVEMENT

CHAIN LINK FENCE

COMPOSITE FENCE

LS-503

BITUMINOUS PAVING

(BID OPTION 03)

LS-503

LS-502

LS-101

BID SET

Facility Renovation, Improvements, And Repairs

802CM3023

2021-07-02 MS

SITE LAYOUT AND…

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File details come from the government source that posted it. Updated Oct 22, 2021.