802CM3023 BNC Dwg BK03.pdf

LCLC LC

8'-8"

1'-6" 3' 2'-7"

VALVE BOX

6' M

IN

EX

TE

N D

P

AD

T O

A D

JA

C

EN

T

PA

VI

N G

. R

EF

ER

T

O L

S-

LC LC

LC

SECTION/ELEVATION

PLAN

TRASH RECEPTACLE2

LS-504

VASE CONTAINER

RECEPTACLE

LS-504

WATER STATION4

LS-504

1/2" EXPANSION JOINT WITH

BACKER AND SEALANT

BETWEEN CONCRETE PAD

AND EXISTING PAVING

#4 EPOXY COATED

REINFORCING BAR

1' -9

LC

1'-7"

LS-504

1'-0"

1' -0

MEET ADJACENT PAVING

FLUSH AT GRADE

CONCRETE PAVEMENT1

LS-503

3' -2

/4

2'-4"

1'-9 3/4"

CONTINUOUS 2-1/2" STEEL BAND AROUND

RECEPTACLE WITH "TRASH" LABEL APPLIED;

TYPEFACE FOR LABELS TO BE HELVETICA MEDIUM,

UPPER AND LOWER CASE; 2-1/4" HT LETTERS

WELD STEEL BRACKET TO INNER SIDE OF

LID FOR MOUNTING TO RECEPTACLE

STAINLESS STEEL DOME LID

1'-7"

1'-11 3/4"

AIRCRAFT STEEL

CABLE LOOPED

THROUGH BRACKET

ON LID AND

ATTACHED TO LITTER

RECEPTACLE

NOTES:

1. DRILL (4) 3/8" DIAMETER HOLES IN BOTTOM OF

PLASTIC RECEPTACLES FOR WATER DRAINAGE

FINISH GRADE

CONCRETE SLAB

ANCHOR RECEPTACLES WITH STAINLESS

STEEL EXPANSION SHIELDS AND BOLTS PER

MANUFACTURER'S SPECIFICATIONS

ROUND

ROUND

2' -1

0- 1/

2"

2'-4"'

1'-7"

1'-11 3/4"

14 GAUGE STEEL LID

FIXED PORTION OF LID

RIVETED TO STEEL TAB

CONTINUOUS HINGE SPOT

WELDED TO BOTTOM

1/4" X 1" HANDLE

WELDED TO LID

BOTTOM VIEW

3/4" ANCHOR BOLT HOLE

BASE SUPPORTS: 3/8" X 3"

SOLID SOLID STEEL BARS

BAND ROLLED FROM 1/4" X

2" SOLID STEEL BARS

ANCHOR CONTAINER WITH STAINLESS

STEEL EXPANSION SHIELDS AND BOLTS PER

MANUFACTURER'S SPECIFICATIONS

FINISH GRADE

CONCRETE SLAB

SPECIAL HINGED LID WITH

FLORAL REGULATIONS

DECAL ATTACHED - SEE

LID PLAN VIEW

1' -1

7/

8"

ELEVATION

ROUND

CONTINUOUS 2-1/2" STEEL BAND AROUND

CONTAINER WITH "FLOWER VASES" LABEL APPLIED;

TYPEFACE FOR LABELS TO BE HELVETICA MEDIUM,

UPPER AND LOWER CASE; 2-1/4" HT LETTERS

HANDLE

LID PLAN VIEW

1' -9

/4

"10

FLORAL REGULATIONS TEXT

LS-504

71 2"'

1'-21 2"'

4"'

8"

2"

71 2"

POST

PLAN

1"=1'-0"

1' -1

2' -6

9"

NOTES:

1. MOCKUP OF PRECAST POST

REQUIRED.

2. SAMPLE OF ALUMINUM PLATE

AND VINYL DECAL REQUIRED.

3. SUBMIT SAMPLE OF RIVER ROCK

FOR APPROVAL.

FAUCET

1/2" DEEP RECESS FOR ALUMINUM PLATE ON THREE SIDES

OF PRECAST POST

FAUCET

1/2" DEEP RECESS WITH BEVEL EDGE FOR ALUMINUM

PLATE ON THREE SIDES OF PRECAST POST - ATTACHED

WITH TWO 1/4" X 2" STAINLESS STEEL ANCHORS

R2 1/4"TYP.

6" 2'

-0

1'-6"

2'

4'

3' -8

"DO NOT DRINK" VINYL DECAL CENTERED ON ALUMINUM

PLATE ON THREE SIDES OF PRECAST POST

4"

4-1/2"

ALUMINUM

PANEL

ELEVATION

NOT TO SCALE

ALUMINUM PANEL

MOUNTING SURFACE

DECAL

POST ELEVATION

1"=1'-0"

7-1/2"

1-1/2" SCH. 40 PVC PIPE

CAST INTO CONCRETE

POST.

PRECAST CONCRETE

POST 7-1/2" SQUARE

SPIGOT WITH ACCESSIBLE

HANDLE AS SPECIFIED

1/2" DEEP RECESS FOR

ALUMINUM PLATE - THREE

SIDES

1" DIAMETER, WASHED,

ROUNDED RIVER ROCK

DRAINAGE AGGREGATE

- AASHTO #57 STONE

GEOTEXTILE FABRIC ALL

SIDES

3/8" PEX TUBING

2"

1/2" EXP JOINT AT SIGN POST

WITH BACKER ROD AND

SEALANT

BULKHEAD FITTING

EXTEND PVC SLEVE AND

PEX TUBING TO VALVE

BOX (REFER TO

IRRIGATION DRAWINGS)

#4 EPOXY COATED

REINFORCING BAR

9"

VA FORM 08 - 6231

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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

N

OSSC

VA

TO

1 6 3 2

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

SA

RA

L . THOMPSON

3 9 0 9

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

T

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

LS-504

BID SET

Facility Renovation, Improvements, And Repairs

802CM3023

2021-07-02 ##

SITE DETAILS

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228, SCALE:

FLORAL STATION

1" = 1'-0"

LS-504

SCALE:

TRASH RECEPTACLE

1" = 1'-0"

LS-504

SCALE:

VASE CONTAINER RECEPTACLE

1" = 1'-0"

LS-504

SCALE:

FLORAL REGULATIONS TEXT

6" = 1'-0"

LS-504

SCALE:

WATER STATION

1" = 1'-0"

LS-504

8' -0

8'-0" MAX SPACING

ELEVATION

FINISHED GRADE - SEE PLANS

2" C

LR

NOTES:

1. SUBMIT COMPLETE SHOP DRAWINGS.

2. ALL COMPONENTS TO HAVE FUSED AND BONDED VINYL COATING, BLACK

COLOR

3. PROVIDE BLACK VINYL WINGED PRIVACY SLATS FOR ALL FENCE SECTIONS

4. WIRE TIES TO BE TWISTED SO THAT ENDS ARE TURNED DOWN AND

TOWARD FENCE TO PREVENT SNAGGING.

6' -5

1'-6"

SECTION - POST FOOTING (NOT TO SCALE)

6"

TURNBUCKLE

POST FOOTING - SEE SECTION

ADJUSTABLE TRUSS ROD

BOTTOM SELVAGE KNUCKLED

1-1/4" SCHEDULE 40 BOTTOM RAIL

TENSION WIRE

HOG RING - SPACING 24" O.C., ON TIE

WITHIN 8" OF EACH POST

LINE POST TIE (TYP), 6 TIES PER POST.

SEE NOTE #3

1-1/4" SCHEDULE 40 BRACE RAIL AT END AND CORNER POSTS

TENSION BAR

4" SCHEDULE 40 ROUND LINE POST

1-1/4" SCHEDULE 40 TOP RAIL

LINE POST LOOP CAP (TYP)

CHAIN LINK FABRIC, SELVAGE KNUCKLE FINISH

RAIL TIE (TYP), SPACING - 24" O.C., ONE TIE

WITHIN 8" OF EACH POST. SEE NOTE #3

4" SCHEDULE 40 END & CORNER POST

DOME POST TOP

SLOPE TO DRAIN

FORM TOP 6" MIN. - POUR NEAT,

CLEAN UP ALL DEBRIS

4,500 PSI AIR ENTRAINED

CONCRETE FOOTING

FINISHED GRADE

WINGED PRIVACY SLATS

PROVIDE #4 REINFORCING BAR

IN 12" ROUND CONTINUOUS

SHAPES CENTERED ON THE

POST; STARTING 3" BELOW

THE TOP; ENDING 3" ABOVE

THE BOTTOM; SPACED AT 18"

INTERVALS

8' -0

5'-0"

ELEVATION

NOTES:

1. SUBMIT COMPLETE SHOP DRAWINGS.

2. ALL COMPONENTS TO HAVE FUSED AND

BONDED VINYL COATING, BLACK COLOR

3. PROVIDE BLACK VINYL WINGED PRIVACY

SLATS TO MATCH FENCE SECTIONS

CHAIN LINK FABRIC, SELVAGE KNUCKLE FINISH

LATCHING SYSTEM WITH KEYED LOCK, TO BE

OPERABLE FROM BOTH SIDES

DOME POST TOP

MATCH FENCE HEIGHT

TENSION BAR

1-1/4" SCHEDULE 40

PIPE TRACK (TOP AND

BOTTOM)

REAR WHEEL ASSEMBLY

(TOP AND BOTTOM)

PIPE TRACK BRACKETS

(TOP AND BOTTOM)

1-1/4" SCHEDULE 40 GATE FRAME

2"

8' -0

'-0

2 1/2" 3"

1"

ALL JOINTS WELDED TO MAKE A SOLID FRAME

FULCRUM LATCH W/ STRIKE STRAP

CHAIN LINK FABRIC

DOME POST TOP (TYP)

6" SCH 40 GATE POST

2" SQ GATE FRAME

TRUSS ROD (TYP)

SPRING LOADED GATE WHEEL

(TYP)

TENSION BAR (TYP 4 SIDES)

NOTES:

1. SUBMIT COMPLETE SHOP DRAWINGS.

2. GATES WILL BE MANUALLY OPERATED.

3. FENCING, POSTS, RAILS, CONNECTORS, ETC. TO HAVE FUSED

AND BONDED VINYL COATING, BLACK IN COLOR.

4. PROVIDE BLACK VINYL WINGED PRIVACY SLATS FOR ALL

FENCE SECTIONS.

SECTION

PLAN

3' -0

6"

18'-0"

FINISHED GRADE - SEE PLANS

WINGED PRIVACY SLATS

CANE BOLT

6' -1

1"

1'-6"

SECTION - POST FOOTING (NOT TO SCALE)

6"

POST FOOTING - SEE SECTION

SLOPE TO DRAIN

FORM TOP 6" MIN. - POUR NEAT,

CLEAN UP ALL DEBRIS

4,500 PSI AIR ENTRAINED

CONCRETE FOOTING

FINISHED GRADE

PROVIDE #4 REINFORCING BAR

IN 12" ROUND CONTINUOUS

SHAPES CENTERED ON THE

POST; STARTING 3" BELOW

THE TOP; ENDING 3" ABOVE

THE BOTTOM; SPACED AT 18"

INTERVALS

HINGE

VA FORM 08 - 6231

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

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

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location: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

N

OSSC

VA

TO

1 6 3 2

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

SA

RA

L . THOMPSON

3 9 0 9

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

T

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

LS-505

BID SET

Facility Renovation, Improvements, And Repairs

802CM3023

2021-07-02 ##

SITE DETAILS

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228, SCALE:

CHAIN LINK FENCE

1/2" = 1'-0"

LS-505 SCALE:

CHAIN LINK ROLLING GATE

1/2" = 1'-0"

LS-505

SCALE:

CHAIN LINK SWING GATE

1/2" = 1'-0"

LS-505

INF-LG-1A

REG-4

SDP-1

REG-3

REG-2

SDP-2

PPC-1

SDP-4

HOM-1

REG-T-1

PPC-6

PPA-1

REG-5A

REG-5C

REG-5B

INF-LG-2

INF-MED-1

PPB-1B

PPC-2B

SDP-3

INF-MED-2

INF-LG-1B

PPC-3A

PPC-4A

PPC-5

PPA-2

PLAQ-1 (REINSTALLED)

PPB-1A

PPC-2A

PPC-3B

PPC-4B

TEMP-1

TEMP-2

MATCHLINE

MATCHLINE

REG-1

MATCHLINE

MATCHLINE

VA FORM 08 - 6231

A

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P at h 6/

/2

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9:

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A

B

C

D

E

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

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

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location: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

N

OSSC

VA

TO

1 6 3 2

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

SA

RA

L . THOMPSON

3 9 0 9

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

T

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.

LI-101

BID SET

Facility Renovation, Improvements, And Repairs

802CM3023

2021-07-02 MS

SIGNAGE PLAN - AREA A

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228, NORTH

Scale: 1" = 100'

100 100 2000

NORTH

Scale: 1" = 100'

100 100 2000AREA A

KEY PLAN NOT TO SCALE

SIGN KEY SIGN DESIGNATION SIGN TYPE

NC-01.01-m1 NC-01.01-m1

INF-MED-1

INF-MED-2

VISITOR INFORMATION

FLORAL REGULATIONS

NOTES

SIGN KEY SIGN DESIGNATION SIGN TYPE

INF-LG-1A NC-01.02-m1

INF-LG-1B

INF-LG-2

NC-01.02-m1

NC-01.02-m1

VISITOR INFORMAITION

Automatic

Gate Please Wait

FLORAL REGULATIONS WITH REMOVAL

DATE PLACARD

NOTES

FACING NORTH

FACING SOUTH

SIGN KEY SIGN DESIGNATION SIGN TYPE

SDP-1 NC-04.02-m1

SDP-2

SDP-3

SDP-4

NC-01.03-m1

NC-01.03-m1

NC-01.03-m1

Automatic Gate Please Wait Authorized Vehicles

Only Authorized Vehicles

Only All Funerals Wait Here

NOTES

SIGN KEY SIGN DESIGNATION SIGN TYPE

HOM-1 NC-02.02-m1 SITE MAP

NOTES

SIGN KEY SIGN DESIGNATION SIGN COPY

REG-1

REG-2

REG-3

REG-4

REG-5A

REG-5B

REG-5C

NC-03.01A-m1 YIELD TO ONCOMING TRAFFIC NC-03.01A-m1 YIELD TO ONCOMING TRAFFIC NC-03.01A-m1 SPEED LIMIT 10 NC-03.01A-m1 STOP NC-03.01A-m1 SPEED LIMIT 15 NC-03.01A-m1 SPEED LIMIT 15 NC-03.01A-m1 SPEED LIMIT 15

NOTES

TWO SIDED

TWO SIDED

TWO SIDED

TWO SIDED

SIGN KEY SIGN DESIGNATION SIGN COPY

REG-T-1 NC-03.09-m1 ADA PARKING

NOTES

SIGN KEY SIGN DESIGNATION SIGN COPY

NC-04.01-m1 → Restrooms NC-04.01-m1

PPA-1

PPA-2 Committal Shelter

NOTES

SIGN KEY SIGN DESIGNATION SIGN COPY

NC-04.02-m1PPB-1A

PPB-1B NC-04.02-m1

← Columbarium ← Section Q → Columbarium → Section Q

NOTES

FACING NORTH

FACING SOUTH

SIGN KEY SIGN DESIGNATION SIGN COPY

PPC-1

PPC-2A

PPC-2B

PPC-3A

PPC-3B

PPC-4A

PPC-4B

PPC-5

NC-04.03-m1

NC-04.03-m1

NC-04.03-m1

NC-04.03-m1

NC-04.03-m1

NC-04.03-m1

NC-04.03-m1

NC-04.03-m1

→ All Funerals → Administration Do Not Block Driveway

Burial Sections ↑ A, C, D, G, H, I, N → B, E, F, J, K, L, M ↑ Columbarium ↑ Section Q

Burial Sections ↑ J, K, L, M, N ← D, G, H

Burial Sections ↑ A, B, E, F, P, Q, R → D, G, H

Burial Sections ← F, J, K, L → A, C, G, P, Q, R

Burial Sections ↑ H, M, N → F, J, K, L

Burial Sections ← A, C, P, Q, R → G, H, I

NOTE: STAKE ALL PROPOSED SIGN LOCATIONS FOR NCA APPROVAL PRIOR TO

INSTALLATION

FACING NORTH

FACING SOUTH

FACING SOUTH

FACING NORTH

FACING WEST

FACING EAST

NOTES

NC-01.01-M1 MEDIUM VISITOR INFORMATION AND FLORAL SIGN

LI-501

NC-01.02-M1 LARGE VISITOR INFORMATION AND FLORAL SIGN

LI-501

PANEL NC-01.03-M1 SMALL DOUBLE POST

LI-503

NC-03.01A-M1 LOW PROFILE TRAFFIC REGULATIONS

LI-502

NC-03.09-M1 TALL TRAFFIC REGULATIONS

LI-502

NC-04.01-M1 POST AND PANEL 1-LINE

LI-502

NC-04.02-M1 POST AND PANEL 2-LINE

LI-502

NC-04.03-M1 POST AND PANEL 3-LINE

LI-502

KEY PLAN NOT TO SCALE

PPC-6 NC-04.03-m1 Administration

← Gravesite Locator ← Restrooms

NC-02.02-M1 SITE MAP

LI-501

SIGN KEY DETAIL

TEMP-1

TEMP-2

PLAQ-1

TEMPORARY CONSTRUCTION SIGN

LI-504

TEMPORARY SAFETY SIGN

LI-504

TRIBUTE TO THE FALLEN AND THEIR FAMILIES PLAQUE

LI-504

PLAQUES AND TEMPORARY SIGNS

REFERENCE POINT, SEE SIGNAGE

SCHEDULE FOR COORDINATES

ELEVATION

PLAN

6" 2"

6" 2"

1' -0

" 2"

3'-0"

1'-6" 1'-6"

1/2"

3' -6

2' -0

2"

4'-5"

Text As Shown on Details And Sign

Schedule

ALUMINUM SIGN POST(M1) 2"X2"X1/8"

THICK

SIGN POST

CONCRETE MOW STRIP

CONCRETE MOW STRIP AND

POST FOOTING

LI-502

SIGN CABINET ASSEMBLY

LI-502

PROVIDE EXPANSION JOINT BETWEEN

CONCRETE PAD AND EXISTING

CONCRETE CURB

BACK OF EXISTING CONCRETE CURB

PANEL NC-01.01 MEDIUM SIGN TEXT

LI-501

NOTE:

1. PROVIDE SHOP DRAWINGS FOR EACH TYPE OF SIGN.

ALUMINUM SIGN POST(M1) 2"X2"X1/8"

THICK

4"

TOP OF CONCRETE MOW STRIP TO BE

FLUSH WITH TOP OF EXISTING CURB

SIGN POST

5'-9"

4"6"

4"

4" 6"

4'-0" 2'-0"2'-0"

2' -6

2"

ELEVATION

PLAN

REFERENCE POINT, SEE SIGNAGE

SCHEDULE FOR COORDINATES

Text As Shown on Details And Sign

Schedule

MINIMUM 2'-0" FROM

BACK OF CURB

NOTE:

1. CENTER THE VISITOR INFORMATION SIGN BETWEEN EXISTING CURB AND SIDEWALK.

2. IF INFORMATION PROVIDED FOR SIGN PLACEMENT CREATES CONFLICT, THE CRITICAL DIMENSION FOR SIGN

PLACEMENT IN THE FIELD IS FROM BACK OF CURB TO FACE OF POST.

3. INSTALL FLORAL REGULATION SIGN CENTERED ON THE ORIGINAL SIGN'S LOCATION AND ORIENTATION.

4. PROVIDE SHOP DRAWINGS FOR EACH TYPE OF SIGN.

1' -0

3' -6

EXISTING PAVEMENT

SEE NOTES FOR PLACEMENT DETAILS

EXISTING PAVEMENT

CONCRETE MOW STRIP AND POST

FOOTING

LI-502

SIGN CABINET ASSEMBLY

LI-502

ALUMINUM SIGN POST(M1) 4"X4"X1/8" THICK

PANEL NC-01.02 LARGE SIGN TEXT

LI-501

CONCRETE MOW STRIP

1 1/2"

1 1/2" 1"

VISITOR INFORMATION

CEMETERY HOURS

Daily 8 am - 5 pm

1 1/2"

5/8"(TYP.)

1/2"(TYP.)

1 1/2"

1 1/2"

5/8"(TYP.)

1 1/2"

5/8"(TYP.)

1/2"(TYP.)

1 1/2" MIN.

The following activities are prohibited:

Any form of sports or recreation, including but not limited to jogging, bicycling, skating and picnicking.

Public gathering of a partisan nature.

Littering the grounds.

Cutting, breaking or injuring trees, shrubs, grass or other plantings.

Allowing pets to run loose.

Boisterous actions.

Memorial Day 8 am - 7 pm

We welcome you to these hallowed grounds. To preserve the dignity, beauty and serenity of the cemetery, we ask you to observe our cemetery restrictions.

Thank you for your cooperation.

1 1/2"

1 1/2" 1"

FLORAL REGULATIONS1"

5/8"(TYP.)

1/2"(TYP.)

1 1/2" MIN.

Fresh cut flowers may be placed on graves at any time.

Plantings will not be permitted on graves at any time.

Potted plants will be permitted on graves only during the period of ten days before

Floral items will be removed from graves as soon as they become fades and unsightly.

Christmas wreaths or grave blankets are permitted on graves during the Christmas

Floral items and other types of decorations may not be secured to headstones or

Statues, vigil lights, breakable objects of any nature, and similar commemorative

During the mowing season, all floral items will be removed from the graves every and ten days after both Easter and Memorial Day.

Temporary flower containers are available.

season and will be removed not later than January 20th. Grave floral blankets may items are not permitted on graves at any time.

not be larger than two feet by three feet.

markers.

two weeks.

SIGN KEY INF-MED-1

SIGN DESIGNATION NC-01.01-m1

SIGN KEY INF-MED-2

SIGN DESIGNATION NC-01.01-m1

NOTES:

1. SUBMIT FULL SIZE

PROOFS FOR EACH

INDIVIDUAL SIGN.

2. COPY & GRAPHICS TO BE

REFLECTIVE WHITE

EQUAL TO ENGINEER

GRADE 3M SCOTCHLITE

REFLECTIVE SHEETING,

MEETING ASTM D4956

TYPE 1.

3. TYPE FACE TO BE

OPTIMA BOLD.

4. SUBMIT SAMPLES FOR

ALL SIGN MATERIALS

AND COMPONENTS

5. SEE LI-101 FOR SIGN

LOCATIONS.

JANUARY 1 3

1 1/8"

1 1/4" 1 3/8"

FLORAL REGULATIONS

Fresh cut flowers may be placed on graves at any time.

1 1/8" MIN.

1 1/8"

1 1/4" 1 3/8"

VISITOR INFORMATION

We welcome you to these hallowed grounds. To preserve the dignity, beauty and serenity of the cemetery, we ask you to observe our cemetery restrictions.

Thank you for your cooperation.

CEMETERY HOURS

Daily 8 am - 5 pm

1 1/2"

7/8"(TYP.)

1/2"(TYP.)

1 1/2"

1 1/2"

7/8"(TYP.)

1"

7/8"(TYP.)

1/2"(TYP.)

1 1/8" MIN.

Plantings will not be permitted on graves at any time.

Potted plants will be permitted on graves only during the period of ten days before and ten days

Floral items will be removed from graves as soon as they become fades and unsightly.

Christmas wreaths or grave blankets are permitted on graves during the Christmas season and

Floral items and other types of decorations may not be secured to headstones or markers.

Statues, vigil lights, breakable objects of any nature, and similar commemorative items are not

During the mowing season, all floral items will be removed from the graves every two weeks.

after both Easter and Memorial Day.

Temporary flower containers are available.

will be removed not later than January 20th. Grave floral blankets may not be larger than two feet permitted on graves at any time.

by three feet.

ALL FLOWERS WILL BE REMOVED:

1 1/2"

3/4" (TYP.)

1/2" (TYP.)

1" (TYP.)

1" 1 1/4"

The following activities are prohibited:

Any form of sports or recreation, including but not limited to jogging, bicycling, skating and picnicking.

Public gathering of a partisan nature.

Littering the grounds.

Cutting, breaking or injuring trees, shrubs, grass or other plantings.

Allowing pets to run loose.

Boisterous actions.

Memorial Day 8 am - 7 pm

SIGN KEY INF-LG-1A

SIGN DESIGNATION NC-01.02-m1

SIGN KEY INF-LG-2

SIGN DESIGNATION NC-01.02-m1 NOTES:

1. SUBMIT FULL SIZE PROOFS FOR EACH INDIVIDUAL SIGN.

2. COPY & GRAPHICS TO BE REFLECTIVE WHITE EQUAL TO ENGINEER GRADE 3M

SCOTCHLITE REFLECTIVE SHEETING, MEETING ASTM D4956 TYPE 1.

3. TYPE FACE TO BE OPTIMA BOLD.

4. SUBMIT SAMPLES FOR ALL SIGN MATERIALS AND COMPONENTS

5. SEE LI-101 FOR SIGN LOCATIONS.

SIGN KEY INF-LG-1B

SIGN DESIGNATION NC-01.02-m1

Automatic Gate

Please Wait

10"

2" 1 1/4"

1" C-CHANNEL LABEL HOLDER. PROVIDE LABELS FOR ALL 12 MONTHS

AND TWO SETS OF NUMBERS 0-9. LETTERING AND NUMBERS TO BE

1" HIGH

ALUMINUM PANEL WITH DYE-SUBLIMATED

EMBEDDED MAP GRAPHIC; SUBMIT SHOP

DRAWINGS FOR APPROVAL

SIGN POST

5'-9"

4"6"

4"

4" 6"

4'-0"

3'-8"

3' -0

2"

ELEVATION

PLAN

REFERENCE POINT, SEE SIGNAGE

SCHEDULE FOR COORDINATES

2' -0

5'

-0

1' -1

0"

2' -8

PROVIDE EXPANSION JOINT

BETWEEN CONCRETE PAD AND

EXISTING CONCRETE CURB

BACK OF EXISTING CONCRETE CURB

CONCRETE MOW STRIP AND

POST FOOTING

LI-502

SIGN CABINET ASSEMBLY

LI-502

ALUMINUM SIGN POST(M1) 4"X4"X1/8" THICK

CONCRETE MOW STRIP

NOTE:

1. PROVIDE SHOP DRAWINGS FOR EACH TYPE OF SIGN.

4"

TOP OF CONCRETE MOW STRIP TO BE

FLUSH WITH TOP OF EXISTING CURB

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

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

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location: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

N

OSSC

VA

TO

1 6 3 2

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

SA

RA

L . THOMPSON

3 9 0 9

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

T

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

LI-501

BID SET

Facility Renovation, Improvements, And Repairs

802CM3023

2021-07-02 MS

SIGN DETAILS

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228, SCALE:

NC-01.01-M1 MEDIUM VISITOR INFORMATION AND FLORAL SIGN

1" = 1'-0"

LI-501

SCALE:

NC-01.02-M1 LARGE VISITOR INFORMATION AND FLORAL SIGN

1" = 1'-0"

LI-501

SCALE:

PANEL NC-01.01 MEDIUM SIGN TEXT

1 1/2" = 1'-0"

LI-501

SCALE:

PANEL NC-01.02 LARGE SIGN TEXT

1 1/2" = 1'-0"

LI-501

SCALE:

NC-02.02-M1 SITE MAP

1" = 1'-0"

LI-501

NOTES:

1. SUBMIT SEPARATE SHOP DRAWINGS FOR EACH SIGN

TYPE.

2. SUBMIT SAMPLES FOR ALL SIGN MATERIALS AND

COMPONENTS

3. SEE PLANS FOR SIGN LOCATIONS.

4. REFLECTIVE FILM TO BE ENGINEER GRADE, MEETING

ASTM D4956 TYPE 1.

SECTION

1' -6

1'-0"

7' -0

4000 PSI CONCRETE FOOTING

3' M

IN 2'

M

IN

10"

1/ 2"

APPLY PROTECTIVE COATING TO ALUMINUM

POST IN CONCRETE TO PREVENT CORROSION

ALUMINUM POST, 2" SQ. X .080" THICK;

POWDER COATED FINISH COLOR TO MATCH

EXISTING BENCHES AND RECEPTACLES

LOCATED AT THE COMMITTAL SHELTER (SEE

SPECIFICATIONS FOR MORE DETAIL); PROVIDE

TOP CAP SECURED WITH POWDER COATED

ALUMINUM TAMPERPROOF SCREWS

MOUNT TO POST WITH (2) TAMPER PROOF

MECHANICAL FASTENERS

63 MIL ALUMINUM SIGN WITH REFLECTIVE FILM

GRAPHICS. BACKGROUND COLOR: B2

HANDICAPPED BLUE MATTHEWS # MP15085.

TEXT AND SYMBOL: REFELCTIVE WHITE, EQUAL

TO ENGINEERING GRADE 3M SCOTCHLITE.

BOLT TO POST.

See Sign Schedule

REFERENCE POINT, SEE SIGNAGE

SCHEDULE FOR COORDINATES

ELEVATION

PLAN

3'-0" FROM

BACK OF CURB

(VERIFY IN FIELD)

3'-0" FROM

BACK OF CURB

SIGN POST

CONCRETE MOW STRIP

6" 2"

6" 2"

1' -0

" 2"

3'-0"

1'-6" 1'-6" 1/2"

3' -6

8" 2"

NOTE:

1. IF INFORMATION PROVIDED FOR SIGN PLACEMENT CREATES CONFLICT, THE CRITICAL

DIMENSION FOR SIGN PLACEMENT IN THE FIELD IS FROM BACK OF CURB TO FACE OF POST.

2. PROVIDE SHOP DRAWINGS FOR EACH TYPE OF SIGN.

4'-5"

CONCRETE MOW

STRIP AND POST

FOOTING

LI-502

SIGN CABINET

ASSEMBLY

LI-502

ALUMINUM SIGN POST(M1)

2"X2"X1/8" THICK

PANEL NC-04.01-M1

(1 LINE)

LI-503 Refer to

Sign Schedule

REFERENCE POINT, SEE SIGNAGE

SCHEDULE FOR COORDINATES

ELEVATION

PLAN

3'-0" FROM

BACK OF CURB

(VERIFY IN FIELD)

3'-0" FROM

BACK OF CURB

1' -0

" 2"

3'-0"

1'-6" 1'-6" 1/2"

3' -6

1' -0

2"

6" 2"

6" 2"

NOTE:

1. IF INFORMATION PROVIDED FOR SIGN PLACEMENT CREATES CONFLICT, THE CRITICAL

DIMENSION FOR SIGN PLACEMENT IN THE FIELD IS FROM BACK OF CURB TO FACE OF POST.

2. PROVIDE SHOP DRAWINGS FOR EACH TYPE OF SIGN.

4'-5"

SIGN POST

CONCRETE MOW STRIP

CONCRETE MOW

STRIP AND POST

FOOTING

LI-502

SIGN CABINET

ASSEMBLY

LI-502

ALUMINUM SIGN POST(M1)

2"X2"X1/8" THICK

PANEL NC-04.01-M1

(1 LINE)

LI-503 Refer to

Sign Schedule

REFERENCE POINT, SEE SIGNAGE

SCHEDULE FOR COORDINATES

ELEVATION

PLAN

3'-0" FROM

BACK OF CURB

(VERIFY IN FIELD)

3'-0" FROM

BACK OF CURB

1' -0

" 2"

3'-0"

1'-6" 1'-6" 1/2"

3' -6

1' -6

2"

6" 2"

6" 2"

NOTE:

1. IF INFORMATION PROVIDED FOR SIGN PLACEMENT CREATES CONFLICT, THE CRITICAL

DIMENSION FOR SIGN PLACEMENT IN THE FIELD IS FROM BACK OF CURB TO FACE OF POST.

2. PROVIDE SHOP DRAWINGS FOR EACH TYPE OF SIGN.

4'-5"

SIGN POST

CONCRETE MOW STRIP

CONCRETE MOW

STRIP AND POST

FOOTING

LI-502

SIGN CABINET

ASSEMBLY

LI-502

ALUMINUM SIGN POST(M1)

2"X2"X1/8" THICK

PANEL NC-04.01-M1

(1 LINE)

LI-503

REFERENCE POINT, SEE SIGNAGE

SCHEDULE FOR COORDINATES

ELEVATION

PLAN

2'-0" FROM

BACK OF CURB

(VERIFY IN FIELD)

2'-0" FROM

BACK OF CURB

6" 2"

6" 2"

1' -0

" 2"

1'-6"

9" 9" 1/2"

3' -6

1' -6

2"

2'-11"

Refer To Sign

Schedule ALUMINUM SIGN POST(M1)

2"X2"X1/8" THICK

SIGN POST

NOTE:

1. IF INFORMATION PROVIDED FOR SIGN PLACEMENT CREATES CONFLICT, THE

CRITICAL DIMENSION FOR SIGN PLACEMENT IN THE FIELD IS FROM BACK OF

CURB TO FACE OF POST.

2. PROVIDE SHOP DRAWINGS FOR EACH TYPE OF SIGN.

CONCRETE MOW STRIP AND

POST FOOTING

LI-502

SIGN CABINET ASSEMBLY

LI-502

PANEL NC-03.01A-M1 TRAFFIC

REGULATORY SIGNS

LI-503

CONCRETE MOW STRIP

1/8" THICKNESS EXTRUDED

ALUMINUM SIGN POST (SEE SIGN

DETAIL FOR DIMENSIONS).

1/8" THICK ALUMINUM SIGN PANEL.

SIGN PANEL SHALL BE ABLE TO BE

REMOVED FROM THE FRAMING

MEMBERS/SLIDE BODY WITHOUT

DAMAGING THE POSTS.

CHANNEL TO RECEIVE

ADJUSTABLE PANEL MOUNTING

BRACKET.

1/8" EXTRUDED ALUMINUM MOUNTING BRACKET.

NOTES:

1. ALL EXPOSED ALUMINUM SURFACES TO BE POWDER COATED. FINISH

COLOR TO MATCH EXISTING BENCHES AND RECEPTACLES LOCATED AT

THE COMMITTAL SHELTER (SEE SPECIFICATIONS FOR MORE DETAIL).

2. POSTS AND UPPER AND LOWER SIGN PANEL CABINETS TO BE CAPPED.

SECURE CAPS WITH POWDER COATED ALUMINUM TAMPERPROOF

SCREWS.

3. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALUMINUM SIGN

CABINET ASSEMBLY AND ATTACHMENT METHOD FOR APPROVAL.

1/8" EXTRUDED ALUMINUM BRACKET TO RECEIVE

SIGN PANELS.

1/2" MAX

EXTRUDED 1/8" THICK ALUMINUM

FRAMING BODY.

SECTION

ALUMINUM SIGN POST (SEE SIGN DETAIL FOR

DIMENSIONS)

PROVIDE (2) #3 EPOXY COATED REINFORCING

BARS PER FOOTING (TYP)

4" 6"

4' -0

" M

IN

1/2" EXP JOINT AT SIGN POST WITH BACKER

ROD AND SEALANT

4,000 PSI CONCRETE MOW STRIP - BROOM FINISH

HOLD FOOTING 3 1/2" BELOW GRADE TO

ACCOMMODATE CONCRETE MOW STRIP

4000 PSI CONCRETE FOOTING

COMPACTED SUBGRADE

GRADE

4" 4"

1/ 2"

APPLY PROTECTIVE COATING TO ALUMINUM

POST IN CONCRETE TO PREVENT CORROSION

REFER TO

SIGN DETAIL

R

EF

ER

T

O S

IG

N

D

ET

AI

L

6"

10" FOR 2" POSTS

12" FOR 4" POSTS

C

EN

TE

R

ED

IN

M O

W S

TR

IP

2"

CONCRETE FOOTING

EPOXY COATED

REINFORCING BAR

PLAN

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

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

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location: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

N

OSSC

VA

TO

1 6 3 2

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

SA

RA

L . THOMPSON

3 9 0 9

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

T

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

LI-502

BID SET

Facility Renovation, Improvements, And Repairs

802CM3023

2021-07-02 MS

SIGN DETAILS

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228, SCALE:

NC-03.09-M1 TALL TRAFFIC REGULATIONS

1" = 1'-0"

LI-502

SCALE:

NC-04.01-M1 POST AND PANEL 1-LINE

1" = 1'-0"

LI-502 SCALE:

NC-04.02-M1 POST AND PANEL 2-LINE

1" = 1'-0"

LI-502 SCALE:

NC-04.03-M1 POST AND PANEL 3-LINE

1" = 1'-0"

LI-502

SCALE:

NC-03.01A-M1 LOW PROFILE TRAFFIC REGULATIONS

1" = 1'-0"

LI-502 SCALE:

SIGN CABINET ASSEMBLY

6" = 1'-0"

LI-502

SCALE:

CONCRETE MOW STRIP AND POST FOOTING

1 1/2" = 1'-0"

LI-502

1'-6"

1' -6

Automatic

Gate Please Wait

Authorized Vehicles

Only

SIGN KEY SDP-1

SIGN DESIGNATION NC-01.03-m1

9"

2"

SIGN KEY SDP-2 AND SDP-3

SIGN DESIGNATION NC-01.03-m1

SIGN KEY SDP-4

SIGN DESIGNATION NC-01.03-m1

All Funerals

Wait Here

2"

NOTES:

1. SUBMIT FULL SIZE PROOFS FOR

EACH INDIVIDUAL SIGN.

2. COPY & GRAPHICS TO BE

REFLECTIVE WHITE EQUAL TO

ENGINEER GRADE 3M SCOTCHLITE

REFLECTIVE SHEETING, MEETING

ASTM D4956 TYPE 1.

3. TYPE FACE TO BE OPTIMA BOLD.

4. SUBMIT SAMPLES FOR ALL SIGN

MATERIALS AND COMPONENTS

5. SEE LI-101 FOR SIGN LOCATIONS.

1 1/4"

YIELD

TRAFFIC

TO

ONCOMING

SPEED

LIMIT

15STOP

SIGN KEY REG-1 AND REG-2

SIGN DESIGNATION NC-03.01-m1

LIMIT

SPEED

SIGN KEY REG-3

SIGN DESIGNATION NC-03.01-m1

SIGN KEY REG-4

SIGN DESIGNATION NC-03.01-m1

SIGN KEY REG-5A, B, C

SIGN DESIGNATION NC-03.01-m1

1'-6"

1' -6

9"

6" 9"

1" 1"

1"

1' -0

3"

3"

1' -0

3"

3"

1' -0

3"

3"

9 1/2"9 1/2"

NOTES:

1. SUBMIT FULL SIZE PROOFS FOR EACH

INDIVIDUAL SIGN.

2. COPY & GRAPHICS TO BE REFLECTIVE

WHITE EQUAL TO ENGINEER GRADE 3M

SCOTCHLITE REFLECTIVE SHEETING,

MEETING ASTM D4956 TYPE 1.

3. TYPE FACE TO BE OPTIMA BOLD.

4. SUBMIT SAMPLES FOR ALL SIGN

MATERIALS AND COMPONENTS

5. SEE LI-101 FOR SIGN LOCATIONS.

Text

Committal Shelter

3'-0"

8"

3/

4"

5/ 8"

1/

2"

3/ 4"

2 3/4" 1 1/2"

1 3/4"

1" MIN.

5/

8" 8"

3/

4"

1/ 2"

3/

4"

3'-0" 2 3/8"

1" MIN.

3/

4"

9/1 6"

TYP.

9/

2 3/4"

Restrooms

Text

SIGN KEY PPA-1

SIGN DESIGNATION NC-04.01-m1

SIGN KEY PPA-2

SIGN DESIGNATION NC-04.01-m1

NOTES:

1. SUBMIT FULL SIZE PROOFS FOR

EACH INDIVIDUAL SIGN.

2. COPY & GRAPHICS TO BE

REFLECTIVE WHITE EQUAL TO

ENGINEER GRADE 3M

SCOTCHLITE REFLECTIVE

SHEETING, MEETING ASTM

D4956 TYPE 1.

3. TYPE FACE TO BE OPTIMA

BOLD.

4. SUBMIT SAMPLES FOR ALL SIGN

MATERIALS AND COMPONENTS

5. SEE LI-101 FOR SIGN

LOCATIONS.

Text

3'-0"

1' -0

3/

4"

1/ 2"

1/

2"

2 3/4"

1 1/2"1 3/4"

1" MIN.

1/

2" 2 3/

4"

9/1 6"

TYP.

9/

2 3/4"

Text

3/

4"

Columbarium

Section Q

SIGN KEY PPB-1B

SIGN DESIGNATION NC-04.02-m1

NOTES:

1. SUBMIT FULL SIZE PROOFS FOR EACH INDIVIDUAL SIGN.

2. COPY & GRAPHICS TO BE REFLECTIVE WHITE EQUAL TO ENGINEER GRADE

3M SCOTCHLITE REFLECTIVE SHEETING, MEETING ASTM D4956 TYPE 1.

3. TYPE FACE TO BE OPTIMA BOLD.

4. SUBMIT SAMPLES FOR ALL SIGN MATERIALS AND COMPONENTS

5. SEE LI-101 FOR SIGN LOCATIONS.

Columbarium

Section Q

SIGN KEY PPB-1A

SIGN DESIGNATION NC-04.02-m1

Text

3'-0"

1' -6

" 2 3/

4"

3/ 8" 2 1/

2"

6" 1" MIN.

1/

2"

3/

4"

9/1 6"

TYP.

9/

2 3/4" Text Text

1/

2" All Funerals Administration

Do Not Block Driveway

Text

3'-0"

1' -6

" 2 3/

4"

3/ 8"

1/

2"

6" 1" MIN.

1/

2"

Text Text

1/

2"

1/

4"

Burial Sections A, C, D, G, H, I, N B, E, F, J, K, L, M

SIGN KEY PPC-2A

SIGN DESIGNATION NC-04.03-m1

SIGN KEY PPC-1

SIGN DESIGNATION NC-04.03-m1

Columbarium Section Q

SIGN KEY PPC-2B

SIGN DESIGNATION NC-04.03-m1

Burial Sections J, K, L, M, N D, G, H

SIGN KEY PPC-3A

SIGN DESIGNATION NC-04.03-m1

SIGN KEY PPC-3B

SIGN DESIGNATION NC-04.03-m1

Burial Sections F, J, K, L A, C, G, P, Q, R

SIGN KEY PPC-4A

SIGN DESIGNATION NC-04.03-m1

SIGN KEY PPC-4B

SIGN DESIGNATION NC-04.03-m1

Burial Sections A, C, P, Q, R G, H, I

SIGN KEY PPC-5

SIGN DESIGNATION NC-04.03-m1

Burial Sections A, B, E, F, P, Q, R D, G, H

Burial Sections H, M, N F, J, K, L

NOTES:

1. SUBMIT FULL SIZE PROOFS FOR EACH INDIVIDUAL SIGN.

2. COPY & GRAPHICS TO BE REFLECTIVE WHITE EQUAL TO ENGINEER GRADE 3M SCOTCHLITE

REFLECTIVE SHEETING, MEETING ASTM D4956 TYPE 1.

3. TYPE FACE TO BE OPTIMA BOLD.

4. SUBMIT SAMPLES FOR ALL SIGN MATERIALS AND COMPONENTS

5. SEE LI-101 FOR SIGN LOCATIONS.

Administration Gravesite Locator Restrooms

SIGN KEY PPC-6

SIGN DESIGNATION NC-04.03-m1

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

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

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location: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

N

OSSC

VA

TO

1 6 3 2

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

SA

RA

L . THOMPSON

3 9 0 9

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

T

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

LI-503

BID SET

Facility Renovation, Improvements, And Repairs

802CM3023

2021-07-02 MS

SIGN DETAILS

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228, SCALE:

PANEL NC-01.03-M1 SMALL DOUBLE POST

1 1/2" = 1'-0"

LI-503

SCALE:

PANEL NC-03.01A-M1 TRAFFIC REGULATORY SIGNS

1 1/2" = 1'-0"

LI-503

SCALE:

PANEL NC-04.01-M1 (1 LINE)

1 1/2" = 1'-0"

LI-503

SCALE:

PANEL NC-04.02-M1 (2 LINE)

1 1/2" = 1'-0"

LI-503

SCALE:

PANEL NC-04.03-M1 (3 LINE)

1 1/2" = 1'-0"

LI-503

SECTION

M

AT

C H

E

XI

ST

IN

G

4000 PSI CONCRETE FOOTING

3' M

IN 2'

M

IN

10"

1/ 2"

APPLY PROTECTIVE COATING TO POST IN

CONCRETE TO PREVENT CORROSION

SALVAGE AND INSTALL EXISTING POST. IF

EXISTING POST IS NOT SALVAGEABLE,

PROVIDE POST TO MATCH ORIGINAL POST

MATERIALS AND DIMENSIONS; POWDER

COATED FINISH COLOR TO MATCH EXISTING

BENCHES AND RECEPTACLES LOCATED AT

THE COMMITTAL SHELTER (SEE

SPECIFICATIONS FOR MORE DETAIL); PROVIDE

TOP CAP.

SALVAGE AND INSTALL EXISTING "TRIBUTE TO

THE FALLEN AND THEIR FAMILIES" PLAQUE

1'-0" FROM

BACK OF CURB

2"

4' -0

M

IN

3' -0

AV

ER

AG

E

4"

4' -0

5'-6"

NOTE

ALL LETTERING TO BE PAINTED BLACK WITH EXCEPTION OF

PROJECT TITLE WHICH IS TO BE BLUE

PAINT BORDER

MEMBER BLACK

ENAMEL

2"x4" [51x102mm]

FRAME AND BRACES

IN SAME PLANE

METAL FACE WHITE

ENAMEL

2"x4" [51x102mm]

FRAME AND

BRACE IN

BACK

BORDER MEMBER

PAINTED BLACKBACKGROUND

TO BE WHITE

METAL FACE

STRETCH METAL FACE TIGHT, TURN

OVER FRAME AND SECURE WITH FLAT

HEAD DEFORMED NAILS.

ALL LETTERING

TO BE

HELVETICA

BOLD

NOTE

ANY SEAM IN METAL TO

BE FLAT SEAM - SEAMS

TO BE HORIZONTAL AND

OCCUR BETWEEN LINES

OF LETTERING.

4"x4" [102x102mm]

POSTS PAINTED

WHITE

8" H. VA LOGO

2"

4"

4' M

IN

3' -0

3' -0

4'-0"

BLUE OUTLINE WITH

WHITE INTERIOR

JOINT BRACING

RED

WHITE

BLUE

LETTERING2"

3/

4" 2"

4"x4" POST

WOOD STRIPS

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

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

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location: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

N

OSSC

VA

TO

1 6 3 2

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

SA

RA

L . THOMPSON

3 9 0 9

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

T

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

LI-504

BID SET

Facility Renovation, Improvements, And Repairs

802CM3023

2021-07-02 MS

SIGN DETAILS

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228, SCALE:

TRIBUTE TO THE FALLEN AND THEIR FAMILIES PLAQUE

1" = 1'-0"

LI-504

SCALE:

TEMPORARY CONSTRUCTION SIGN

1 1/2" = 1'-0"

LI-504 SCALE:

TEMPORARY SAFETY SIGN

1 1/2" = 1'-0"

LI-504

CEMETERY

CEMETERY

CEMETERY

CEMETERY

CEMETERY

CEMETERY

CEMETERY

CEMETERY

CEMETERY

CEMETERY

CEMETERY

CEMETERY

342 343

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 - NO

STOPPING

405168

STONE

SIGN - 30 MPH

SPEED LIMIT

UP #

7126?

UP #

2477?

SIGN - BALTIMORE

NATIONAL CEMETERY 5501 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

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

BUILDING

BORING 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

CONC SIDEWALK

STONE

SIDEWALK

MACADAM

MACADAM

M

AC

AD

AM

MACADAM

MACADAM

M

AC

AD

AM

MACADAM

MACADAM

MACADAM

MACADAM

M

AC

AD

AM

MACADAM

MACADAM

MACADAM

MACADAM

M

AC

AD

AM

MACADAM

MACADAM

MACADAM

CONC S

ID

EW

AL

K

CONC SIDEWALK

CONC SIDEWALK

CO

NC SIDEW

ALK

C O

N C

SID

EW

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" TERRA COTTA

12" TERRA COTTA

12" TERRA COTTA

12" PVC

12" PVC

STORM INLET

TOP = 330.45

12" TERRA COTTA = 327.15

12" TERRA COTTA = 327.25

6" P

VC

STORM INLET

TOP = 325.32

12" TERRA COTTA = 322.17

12" TERRA COTTA = 323.12

6" PVC = 323.92

6" P

VC

STORM INLET

TOP = 323.10

12" PVC = 316.55

12" TERRA COTTA = 319.57

STORM INLET

TOP = 308.10

12" PVC = 303.85

12" PVC = 303.85

STORM INLET

TOP = 307.91

12" PVC = 303.31

12" PVC = 303.31

STORM INLET

TOP = 308.27

12" PVC = 302.92

12" PVC = 302.92

24" TERRA

COTTA

24" TERRA COTTA

24" TERRA

COTTA

24" TERRA COTTA

STORM INLET

TOP = 304.03

24" TERRA COTTA = 269.99

24" TERRA COTTA = 269.99

STORM INLET

TOP = 304.20

24" TERRA COTTA = 294.40

24" TERRA COTTA = 294.40

STORM INLET

TOP = 304.20

24" TERRA COTTA = 298.60

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.

CO

12" 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

ER

R

A C

O

TT

A

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

VC

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

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

CO COVERED BY

MANHOLE LID

CO COVERED BY

MANHOLE LID

FREDERICK AVE

M

ALLO

W

HILL RD

TAYLO

R AVE

GATE

Parking

Parking

Conc.

307.6

296.8

299.5

300.3

300.6

300.4

296.8

306.8

309.6

Brush

296.9 296.8

CEMETERY

Approx.

Brush

DENSE VEGETATION

DENSE VEGETATION

DENSE VEGETATION

DENSE VEGETATION

DENSE VEGETATION

DENSE VEGETATION

295.9

295.7

270.5

DENSE VEGETATION

U.C.

U.C.

U.C.

DENSE VEGETATION

DENSE VEGETATION

U.C.

U.C.

349.5

349.4

FP

310.2310.7

310.5

Parking

Parking

Parking

Parking

CEMETERY

336.3

357.6

Parking

333.3

Gate

DENSE VEGETATION

DENSE VEGETATION

DENSE VEGETATION

U.C.

U.C.

U.C.

293.3

296.7

295.3

293.6

DENSE VEGETATION

302.5

C U

R B

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CU

RB

CURB

CURB

C U

R B

CURB

C U

R B

C U

R B

C U

R B

CURB

CURB

CURB

CURB

CURB

CU

RB

CURB

CURB

CURB

CURB

316.9316.9

Wall

314.3

W all

319.4

315.5

315.3

296.4296.4

Wall

Approx.

Approx.

Approx.

DENSE VEGETATION

Approx.

269.6

C on c.

Brush

326.3

DENSE VEGETATION

326.2

U.C.

U.C.

Approx.

Rip-Rap

St oc kp ile

Stockpile

U.C.

RIP-RAP

314.9

351.2

Gate

315.4

Parking

Parking

W all

313.5

356.5 Ri

p- Ra p

Wall

DENSE VEGETATION

St oc kp ile

CU

RB

299.5

Wall

293.8

Conc.

Conc.

294.5

Wall

DENSE VEGETATION

W all

W all

293.4

295.7

298.7 298.4

297.2

Rocks

CURB

CURB

CU

RB

CURB

CURB

CURB

CURB

CURB

CU

RB

C U

R B

C U

R B

C U

R B

CU

RB

CURB

CURB

CURB

CU

RB

CU

RB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CU

RB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

DENSE VEGETATION

CURB

CURB

DENSE VEGETATION

CURB

CURB

Wall

U.C.

U.C.

CURB

Shadows

Brush

CURB

CURB

296.9

351.0

299.9

C U

R B

FWS-8FWS-7

FWS-6

FWS-5

FWS-4

FWS-3 FWS-2

FWS-1

Q

Q

Q

Q

Q

Q

Q

Q

CONNECT TO EXISTING 1-INCH

THREADED BRONZE SHUT

OFF VALVE AT THIS LOCATION

CONNECT TO EXISTING 1-INCH

THREADED BRONZE SHUT

OFF VALVE AT THIS LOCATION

CONNECT TO EXISTING 1-INCH

THREADED BRONZE SHUT

OFF VALVE AT THIS LOCATION

CONNECT TO EXISTING 1-INCH

THREADED BRONZE SHUT

OFF VALVE AT THIS LOCATION

CONNECT TO EXISTING 1-INCH

THREADED BRONZE SHUT

OFF VALVE AT THIS LOCATION

CONNECT TO EXISTING

MAINLINE, BY EXCAVATING

MAINLINE AND IDENTIFYING

THE PIPE TYPE AND SIZE.

3-INCH PVC MAINLINE AND

SMALLER USE PVC SCH 40

SOLVENT WELD FITTINGS.

COMPRESSION FITTINGS MAY

BE USED FOR GALVANIZED

PIPE OR DUCTILE IRON

CONNECT TO EXISTING

MAINLINE, BY EXCAVATING

MAINLINE AND IDENTIFYING

THE PIPE TYPE AND SIZE.

3-INCH PVC MAINLINE AND

SMALLER USE PVC SCH 40

SOLVENT WELD FITTINGS.

COMPRESSION FITTINGS MAY

BE USED FOR GALVANIZED

PIPE OR DUCTILE IRON

CONNECT TO EXISTING 1-INCH

POLYETHELYNE MAINLINE, BY

EXCAVATING MAINLINE AND

INSTALLING NYLON TEE USE

TWO CLAMPS PER FITTING

SIDE AND TRANSITION TO PVC

USING PVC THREADED NIPPLE

IN TEE OUTLET.

EXCAVATE AND EXPOSE

EXISTING MAINLINE AT

LOCATION INDICATED AND

INSTALL 4-INCH DUCTILE

GATE VALVE AND

RESTRAINTS ON EXISTING

PVC PIPE TO ISOLATE

FLOWER WATER STATION

LOOP FROM ADMINISTRATION

OFFICE WATER SUPPLY.

EXISTING

PIPE

ROUTING IS

GRAPHIC,

EXACT

LOCATION

NOT

VERIFIED

EXCAVATE AND EXPOSE

EXISTING MAINLINE AT

LOCATION INDICATED AND

INSTALL 4-INCH DUCTILE

GATE VALVE AND

RESTRAINTS ON EXISTING

PVC PIPE TO ISOLATE

FLOWER WATER STATION

LOOP FROM ADMINISTRATION

OFFICE WATER SUPPLY.

FWS-1

Q

12" TERRA COTTA = 337.25

12" TERRA COTTA = 336.95

TREE

3.11'

DIA.

Q

Q

314.9

FWS-4

Q

C U

R B

Q

Q

CURB

Q

Q

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

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

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities Management

IR-100

802CM3023

RJP,JDL

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228

RWB

CONSULTANTS

CIVIL/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

07.02.2021

FACILITY RENOVATION, IMPROVEMENTS AND

REPAIRSBID SET

Ce rti f ie d Irrigat ion Designer

I R R

I G AT I O N A S S OC I AT I O

NCID

46102

JO

HN D. LEONARD

3 FLOWER WATER STATION

HYDRANT ASSEMBLY N.T.S.

FWS-1

FWS-2

FWS-3

FWS-4

FWS-5

FWS-6

FWS-7

FWS-8

FLOWER WATER STATION PLAN

GENERAL DESCRIPTION

1 QUICK COUPLING VALVE

ASSEMBLY N.T.S.

Q 2 ISOLATION GATE VALVE

ASSEMBLY N.T.S.

AutoCAD SHX Text 316.9

AutoCAD SHX Text 316.9

AutoCAD SHX Text 315.5

AutoCAD SHX Text 315.3

AutoCAD SHX Text 296.4

AutoCAD SHX Text 296.4

AutoCAD SHX Text 269.6

AutoCAD SHX Text 326.3

AutoCAD SHX Text 326.2

AutoCAD SHX Text 314.9

AutoCAD SHX Text 351.2

AutoCAD SHX Text 313.5

AutoCAD SHX Text 356.5

AutoCAD SHX Text 293.4

AutoCAD SHX Text 295.7

AutoCAD SHX Text 298.7

AutoCAD SHX Text 297.2

AutoCAD SHX Text 351.0

AutoCAD SHX Text 299.9

AutoCAD SHX Text 314.9

AutoCAD SHX Text File: O:\ARCHITURA\BALTIMORENC-FWS\P-BALTIMORENC-FWS.dwg printed by John D. Leonard on 6/28/2021 8:15:10 AM using AutoCAD Version: 24.0s (LMS Tech)

AutoCAD SHX Text

WATER STATION SEE SITE DETAILS, SHEET LS-504

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

JUMBO VALVE BOX WITH BLACK LID BRAND LID FWS PER SPECIFICATIONS

AutoCAD SHX Text

6" CORRUGATED PIPE: ADVANCED DRAINAGE SYSTEMS OR EQUAL (LENGTH AS REQUIRED)

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL

AutoCAD SHX Text

ADJUSTABLE PRESSURE REGULATOR

AutoCAD SHX Text

NEW CONNECTION IMMEDIATELY DOWNSTREAM OF EXISTING SHUT-OFF VALVE IF PRESENT

AutoCAD SHX Text PRESERVE EXISTING CONNECTION TO MAINLINE REINSTALL EXISTING VALVE BOX AFTER MAKING CONNECTION

AutoCAD SHX Text

EXISTING PVC MAINLINE PIPE

AutoCAD SHX Text

EXISTING DUCTILE IRON SERVICE TEE

AutoCAD SHX Text

3/4" THREADED CURB STOP VALVE: MUELLER B-20287N

AutoCAD SHX Text

3/4" TYPE K COPPER PIPE MALE ADAPTER

AutoCAD SHX Text

3/4" TYPE K COPPER PIPE

AutoCAD SHX Text 3/4" x 3/8" COPPER TO PEX ADAPTER, PEX x MALE ADAPTER

AutoCAD SHX Text

PVC SCH. 80 NIPPLE (LENGTH AS REQUIRED)

AutoCAD SHX Text

CLASS 200 PVC TO FLOWER WATER STATION (LENGTH AS REQUIRED)

AutoCAD SHX Text

3/8-INCH PEX TUBE FROM HYDRANT IN 1.5-INCH CL 200 PVC

AutoCAD SHX Text INSTALL QUICK COUPLING VALVE ADJACENT TO FLOWER WATER STATION VALVE BOX, REFER TO DETAIL ABOVE

AutoCAD SHX Text EIGHT EXISTING FLOWER WATER STATIONS ARE TO BE REPLACED WITH NEW WATER STATIONS. FIVE EXISTING STATION HAVE A GATE VALVE THAT IS TO REMAIN OPERATIONAL, THE OTHER THREE WILL REQUIRE A TIE INTO THE EXISTING MAINLINE. THE INTENT IS THE NEW CONNECTION TO EACH OF THE WATER STATIONS WILL BE IMMEDIATELY DOWNSTREAM OF THE EXISTING GATE VALVE WHERE APPLICABLE. 1" CL200 PVC PIPE IS TO EXTEND TO THE NEW QUICK COUPLING VALVE AND NEW FLOWER WATER STATION LOCATION. REFER TO DETAILS BELOW. THE EXISTING HYDRANT IS TO BE REMOVED. NEW MAINLINE GATE VALVES WILL BE PROVIDED AND INSTALLED TO PROVIDE ISOLATION BETWEEN THE FACILITY BUILDINGS AND THE FLOWER WATER LOOP FOR EASE OF CONSTRUCTION AND FUTURE MAINTENANCE NEEDS.

AutoCAD SHX Text NOTES: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPETO ABSORB DOWNWARD IMPACT. IF SWING JOINT CAN NOT BE INSTALLED AT SPECIFIED ANGLE, CONSULT RESIDENT ENGINEER PRIOR TO INSTALLATION OF SWING JOINT. 3. BRAND VALVE BOX LID PER SPECIFICATIONS.

AutoCAD SHX Text

CLASS 200 PVC FROM CONNECTION

AutoCAD SHX Text

1-INCH PRE-FABRICATED SWING JOINT 18-INCH LAY LENGTH

AutoCAD SHX Text

PVC SCH 40 COUPLING

AutoCAD SHX Text

PVC SCH 80 NIPPLE (2-INCH)

AutoCAD SHX Text

BRICK (1 OF 4)

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL

AutoCAD SHX Text

HARCO QUICK COUPLER ANCHOR

AutoCAD SHX Text

10-INCH ROUND VALVE BOX WITH BLACK LID

AutoCAD SHX Text

FINISH GRADE/TOP OF MULCH

AutoCAD SHX Text

SCH 80 PVC TEE

AutoCAD SHX Text

PIPE TO FLOWER WATER STATION

AutoCAD SHX Text

10-INCH ROUND VALVE BOX

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

3-INCH MINIMUM DEPTH OF

AutoCAD SHX Text

3/4-INCH WASHED GRAVEL

AutoCAD SHX Text

RESILIENT WEDGE GATE VALVE

AutoCAD SHX Text

EXISTING MAINLINE PIPE

AutoCAD SHX Text

CONFORMING TO AWWA C-509

AutoCAD SHX Text

STANDARDS

AutoCAD SHX Text

3 MIL. PLASTIC WRAP

AutoCAD SHX Text

WITH TAPED ENDS

AutoCAD SHX Text

OR EQUAL (LENGTH AS REQUIRED)

AutoCAD SHX Text

ADVANCED DRAINAGE SYSTEMS

AutoCAD SHX Text

6-INCH CORREGATED PIPE:

AutoCAD SHX Text

BRICK (CONTINUOUS AROUND BOTTOM OF VALVE BOX)

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text NOTES: 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. 2. RESILIENT WEDGE GATE VALVE MAY HAVE EITHER MECHANICAL JOINT OR PUSH-ON GASKETED ENDS. THE OPERATOR IS A WRENCH NUT. 3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 4. BRAND VALVE BOX LID PER SPECIFICATIONS. 5. IRON BODY, BRONZE MOUNTED, DOUBLE DISC WITH PARALLEL OR INCLINED SEATS, NON-RISING STEM TURNING CLOCKWISE TO CLOSE, 200 PSI MINIMUM WORKING PRESSURE. AWWA C509. ACCEPTABLE MANUFACTURERS ARE DANFOSS FLOMATIC TO MATCH EXISTING EQUIPMENT OR APPROVED EQUAL.

AutoCAD SHX Text

PVC SCH 40 SOLVENT WELD SERVICE TEE

AutoCAD SHX Text

W/BLACK LID, BRAND LID BRAND LID WITH IGV PER SPECIFICATIONS

UP

DN

DN

FIRST FLOOR LIFE SAFETY PLAN

TOTAL AREA 4,709 SF

" " DENOTES DIRECTION OF EGRESS AT EXIT DOORS, EXIT DOORS WITH KEY LOCKS MUST BE OPENABLE FROM THE SIDE WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE.

CHAPTER #3, USE AND OCCUPANCY

CHAPTER #5, GENERAL BUILDING HEIGHT AND AREA

TYPES OF CONSTRUCTION

304.1 BUSINESS GROUP B

1ST FLOOR 4,709 SF 11' FEET

B EXISTING BUILDING/ II-B

EXISTING BUILDING DATA

AREA

MEZZANINE 4,031 SF 16' FEET

TOTAL 8,740 SF 27' FEET

HEIGHT

CHAPTER #10, MEANS OF EGRESS

MINIMUM STAIRWAY

EGRESS WIDTH BY CODE

1005.3.2 OCCUPANT LOAD X 0.15 WITH SPRINKLER: 36 X 0.15 = 5.4" LESS THAN 96"

OCCUPANT LOAD X 0.2 WITHOUT SPRINKLER N/A

BUILDING EGRESS

NUMBER OF BUILDING

EXITS BASED ON

MINIMUM DOOR WIDTH

MINIMUM DOOR CLEAR WIDTH = 32'

MIN. NUMBER OF

BUILDING EXITS BASED

ON OCCUPANT LOAD

1015.1

MINIMUM 2 EXITS BY TABLE FOR LESS THAT 501

OCCUPANTS

BUILDING OCCUPANT LOAD

FIRST FLOOR (ADMINISTRATION BUILDING) BUSINESS OCCUPANCY BY TABLE:

100 SF GROSS/ OCCUPANT

1005.3.1 OCCUPANT LOAD X 0.2 WITH SPRINKLER: 26 X 0.20 = 5.2" LESS THAN 36"

OCCUPANT LOAD X 0.3 WITHOUT SPRINKLER N/A

MINIMUM BUILDING

EGRESS WIDTH BY CODE

1008.1.1

MIN. TOTAL EGRESS WIDTH/ 32" = # OF EXITS

SIZE OF DOORS

ALLOWABLE EXIT ACCESS

TRAVEL DISTANCE1016.2

BUSINESS OCCUPANCY:

200 FEET WITHOUT SPRINKLER MAXIMUM ±81 FEET

250 FEET WITH SPRINKLER

PROVIDE 1 EXIT @ 32" BY CODE

PROJECT DATA

PROVIDED 2 EXITS

96" TOTAL

1004.1.2

MEZZANINE ACCESSORY STORAGE OCCUPANCY BY TABLE:

UNOCCUPIED

2,630 SF /100 = 26 OCC

3,731 SF - UNOCCUPIED

CODE ANALYSIS AND PROJECT DATA

TO 1ST

FLOOR

TO 1ST

FLOOR

MAXIMUM TRAVEL DISTANCE ±125 FEET

ALLOWED 200 FEET

ADMINISTRATION BUILDING 2,630 SFMAINTENANCE GARAGE 2,079 SF

ATTIC STORAGE 3,731 SF CONFERENCE ROOM 300 SF

FIRST FLOOR (GARAGE MAINTENANCE) BUSINESS OCCUPANCY ACTUAL 3 OCCUPANTS

MEZZANINE BUSINESS OCCUPANCY BY TABLE: 300 SF/ 100 = 3 OCC

OCCUPANCY, LIFE SAFETY PLAN, &

BUILDING CODE ANALYSIS

MAXIMUM TRAVEL

DISTANCE ±81 FEET

ALLOWED 200 FEET

EXIT

4 OCCUPANTS

2 OCCUPANTS

BUSINESS OCCUPANCY

THE BUILDING DOES NOT HAVE AN AUTO MOTOR FIRE SUPPRESSION SYSTEM

ALL EXIT DOORS SHALL HAVE EXIT LIGHT FIXTURES COMPLIANT PER LIFE

SAFETY CODE, SEE ELECTRICAL PLANS.

MARYLAND CODES AND STANDARDS EFFECTIVE JANUARY 1, 2018

* 2018 IBC - INTERNATIONAL BUILDING CODE (IBC) 2015 WITH THE DEPARTMENT OF HOUSING AND

COMMUNITY DEVELOPMENT (DHCD) MODIFICATIONS

* 2018 IRC - INTERNATIONAL RESIDENTIAL CODE (IRC) 2015 WITH DHCD MODIFICATIONS

(REF: COMAR 05.02.07)

* 2018 IECC - INTERNATIONAL ENERGY CONSERVATION CODE 2015 (IECC)

* 2012 IGCC - INTERNATIONAL GREEN CONSERVATION CODE 2012 (IGCC)

THE MODIFICATIONS TO THE ABOVE REFERENCED CODES INCLUDE THE

FOLLOWING CODES AND STANDARDS:

* 2018 IEBC - MARYLAND BUILDING REHABILITATION CODE (MBRC) INCORPORATING THE

INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2012

* 2012 IPMC - MINIMUM LIVABILITY CODE INCORPORATING THE INTERNATIONAL PROPERTY

MAINTENANCE CODE (IPMC) 2012 - EFFECTIVE SEPTEMBER 17, 2012

* 2012 MAC - MARYLAND ACCESSIBILITY CODE (MAC)

* 2018 NFPA 101 LIFE SAFETY CODE

MEZZANINE LIFE SAFETY PLAN

ADA AUTOMATIC DOOR

OPERATOR

EXIT

EXIT

GA-100-AM

Project Number

Drawing Number

Project Title

Location: Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

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

321 4 5 6 7 8 9 10

802-CM 3023

Project Director

07.02.2021 M.F.C. I.J.Revisions: Date:

FACILITY RENOVATION, IMPROVEMENTS AND

REPAIRS

Office of Construction and Facilities Management

CIVIL/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

BID SET

FROM ATTIC

AutoCAD SHX Text F.E.

AutoCAD SHX Text 1/8"=1'-0"

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AutoCAD SHX Text

GA-101

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text B

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TOTAL AREA 4,104 SF

AutoCAD SHX Text B

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BUSINESS OCCUPANCY

AutoCAD SHX Text 1/8"=1'-0"

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AutoCAD SHX Text A-101

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RUN :

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WIDTH :

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RISE :

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HANDRAIL HEIGHT :

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STAIR INFORMATION

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GRASP :

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GUARDRAIL HEIGHT :

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DOOR WIDTH :

AutoCAD SHX Text 42"

AutoCAD SHX Text 11"

AutoCAD SHX Text 6-7/8"

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36"…