36C78619R0052-006.pdf

12" CMP OUTFALL PIPE

INV=350.85

6" HDPE IN

INV=356.16

12" HDPE OUT

INV=354.74

12" HDPE IN

INV=354.58

HC PARKING

SIGN

HC PARKING

SIGN

POEM

PLAQUE SIGN

TRASH CAN

LANDSCAPE

AREA

LANDSCAPE

AREA

CONCRETE

SIDEWALK

CONCRETE

MACADAM

MACADAM

MACADAM

MACADAM

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

MARBLE

BENCH

MARBLE

TABLE

CATCH BASIN

GRATE=357.08

CATCH BASIN

GRATE=357.66

ROOF DRAIN

ROOF DRAIN

12" CMP OUT

INV=353.93

.6

.1

19.63

E: 1395435.2974

F

L

O

W

F

L

O

W

F

L

O

W

14'x20'± STEEL FRAME CANOPY

TREE

TRUNK

UPRIGHT CURB (TYP)

x x x x x x

40"

352.3

355.3

356.0

349.4

361.8

20"

SECTION O

RIP

RAP

SECTION O MARKER

PROTECT EXISTING

TREE TO REMAIN

CONTRACTOR PERSONAL VEHICLE

PARKING - (110'X9')

- COORDINATE LOCATION SO AS NOT

TO INTERFERE WITH CEMETERY

OPERATIONS

CONTRACTOR CONSTRUCTION ACCESS

ROUTE IS VIA MAIN CEMETERY ENTRANCE

FROM FREDERICK RD.

- COORDINATE SO AS NOT TO INTERFERE

WITH CEMETERY OPERATIONS

AT LEAST ONE LANE (12' WIDE) TO

REMAIN OPEN THROUGHOUT

CONSTRUCTION

AT LEAST ONE LANE (12' WIDE) TO

REMAIN OPEN THROUGHOUT

CONSTRUCTION

AT LEAST ONE LANE (12' WIDE) TO

REMAIN OPEN THROUGHOUT

CONSTRUCTION

CONTRACTOR

STAGING AREA

TREE PROTECTION

FENCE

L-202

Project Number

Building Number

Drawing Number

Project Title

Location: Baltimore National Cemetery 5501 Frederick Ave., Catonsville, Baltimore County, MD 21228

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

100% CONSTRUCTION DOCUMENTS

FINAL

MARCH 25, 2019

NOT SUPPRESSED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT 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-MM18-05

Committal Shelter Project Director

Revisions: Date:

BALTIMORE NATIONAL CEMETERY

Design Services for Committal Service Shelter Improvements

Office of Construction and Facilities Management

Civil/ Structural/ Electrical Engineer:

KCI Technologies, Inc.

1352 Marrows Road, Suite 100 Newark, Delaware 19711

PH: 302.731.9176

POC: Tom deLorimier

Landscape Architect:

Pashek+MTR, Ltd.

619 E. Ohio St.

Pittsburgh, PA 15212

PH: 412-321-6362

POC: Kara Roggenkamp

D-101

03.25.2019 KR MAS

SITE DEMOLITION AND CONSTRUCTION

ACCESS PLAN

y V

A

I D

I Q b a l t i m o r e c o m m i t t a l s h e l t e r s h e e t s x D

S i t e

D e m o l i t i o n

P l a n d w g

DEMOLITION KEYED NOTES

REMOVE EXISTING SIGNS AND REINSTALL AS INDICATED ON SITE PLAN.

DEMOLISH EXISTING 14' X 20' STEEL FRAME CANOPY.

REMOVE EXISTING FURNISHINGS AND TURN OVER TO CEMETERY.

PROTECT EXISTING CATCH BASIN AND STORM DRAIN TO REMAIN.

DEMOLITION LEGEND

DEMOLISH EXISTING CONCRETE

PAVEMENT

DEMOLISH EXISTING CONCRETE

CURB AND GUTTER

SAW CUT AND REMOVE EXISTING BITUMINOUS

PAVING AS NEEDED TO INSTALL CURB

REMOVE EXISTING LANDSCAPING

TREE PROTECTION FENCE

CONSTRUCTION FENCE (CHAIN

LINK - 8' HT)

1. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN UNLESS SPECIFICALLY

INDICATED OTHERWISE.

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

ORDINANCES, AND CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

APPLICABLE PERMITS.

3. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL

CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE COR ANY

DEFICIENCIES. THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO

LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT ANY

DEFICIENCIES. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND

PROPOSED POINT OF CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY

DISCREPANCY TO THE COR IMMEDIATELY.

4. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS PRIOR TO ANY

DIGGING OR EXCAVATION.

5. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF

CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH

COR'S REQUIREMENTS.

6. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS

ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY

CONTRACTOR.

7. PROTECT EXISTING WALLS, PLAQUES, SIGNS, HISTORIC ELEMENTS, FENCING,

GATES, LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS,

PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL

CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE

REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. DISTURBED

AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ANY EXISTING LAWN

AREAS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED WITH

SOD (NOT SEED).

8. PROTECT ALL EXISTING TREES.

9. PROTECT GRAVESITES AND MONUMENTS.

10. MAINTAIN PUBLIC ACCESS TO GRAVESITES AT ALL TIMES DURING

CONSTRUCTION. OBTAIN COR APPROVAL IF RESTRICTING ACCESS IS

NECESSARY FOR PUBLIC SAFETY DURING DEMOLITION OR CONSTRUCTION.

PROVIDE TEMPORARY BARRICADES, FENCING, TRAFFIC CONTROL AND

SIGNAGE AS NEEDED TO MAINTAIN PUBLIC SAFETY DURING CONSTRUCTION.

11. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON DRAWINGS,

BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW CONSTRUCTION OCCURS

TO FULFILL THE INTENT OF THE DRAWINGS.

12. THE BURIAL ACTIVITIES AT THE NATIONAL CEMETERY SHALL TAKE

PRECEDENCE OVER CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST

COOPERATE AND COORDINATE WITH THE CEMETERY DIRECTOR, THROUGH THE

COR, IN ARRANGING THE CONSTRUCTION SCHEDULE TO CAUSE THE LEAST

POSSIBLE INTERFERENCE WITH CEMETERY ACTIVITIES. CONSTRUCTION NOISE

DURING COMMITTAL SERVICES SHALL NOT DISTURB THE SERVICE. TRUCKS AND

WORKMEN SHALL NOT PASS THROUGH THE SERVICE AREA DURING THIS

PERIOD.

13. THE CONTRACTOR IS REQUIRED TO DISCONTINUE HIS WORK SUFFICIENTLY IN

ADVANCE OF EASTER SUNDAY, MOTHER'S DAY, FATHER'S DAY, MEMORIAL DAY,

VETERAN'S DAY AND/OR FEDERAL HOLIDAYS, TO PERMIT HIM TO CLEAN UP ALL

AREAS OF OPERATION ADJACENT TO EXISTING BURIAL PLOTS BEFORE THESE

DATES.

GENERAL 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.

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

AND SHALL COMPLETELY ENCASE HEADSTONES ADJACENT TO THE WORK AREA

WITHOUT DAMAGING THEM.

GRAVESITE PROTECTION NOTES

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

DAMAGE DUE TO CONSTRUCTION OPERATIONS.

2. 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.

3. ACTIVITIES PROHIBITED WITHIN PROTECTION ZONES:

3.1. 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.

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

APPROVED BY THE GOVERNMENT.

3.3. VEHICULAR TRAFFIC WITHOUT PROPER CONSTRUCTION MATTING.

3.4. MASONRY SET UP, CLEAN UP OR WASHOUT.

3.5. 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.

4. ROOT ZONE PROTECTION:

4.1. 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

(OUTSIDE OF EXISTING PAVED AREAS), PROVIDE THE FOLLOWING:

4.2. 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.

4.3. 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.

4.4. COMPLETELY REMOVE ALL CONSTRUCTION MAT MATERIALS AS SOON AS

POSSIBLE.

5. TRUNK PROTECTION: PROTECT TRUNKS OF TREES ADJACENT TO WORKING

AREAS FROM ACCIDENTAL MECHANICAL DAMAGE BY ATTACHING LUMBER TO

THE TRUNK WITH NYLON WEBBING STRAPS. DO NOT USE NAILS OR BOLTS.

6. GRADING: IN GENERAL, GRADING, FILLING, AND EXCAVATION IS PROHIBITED

WITHIN PROTECTION ZONES, EXCEPT IN EXISTING PAVED AREAS. IF

UNAVOIDABLE, EXCAVATION SHALL BE CONDUCTED USING DIRECTIONAL

BORING OR PNEUMATIC EXCAVATION (AIR SPADE) IN ORDER TO LOCATE ROOTS

PRIOR TO DAMAGING THEM.

6.1. IF ROOTS OVER 2” DIAMETER ARE ENCOUNTERED:

6.2. 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.

6.3. IF POSSIBLE, LEAVE ROOTS IN PLACE.

6.4. IF UNAVOIDABLE, A LICENSED ARBORIST SHALL 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 AN ISA-LICENSED ARBORIST.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS OF A CONSULTING

ARBORIST AND REMEDIAL MEASURES FOR TREES DAMAGED BY CONSTRUCTION

ACTIVITIES, INCLUDING BUT NOT LIMITED TO PRUNING, TREATMENTS, VERTICAL

MULCHING, TREE REMOVAL, AND PROVIDING REPLACEMENT TREE(S) WHOSE

TOTAL CALIPER EQUALS THE DBH OF THE DAMAGED TREE (E.G. IF A 24" DBH

TREE IS DAMAGED, PROVIDE (8) 3" CALIPER TREES), 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

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text North

40"

352.3

355.3

356.0

349.4

361.8

20"

SECTION O

RIP

RAP

SECTION O MARKER

BENCH (TYP.) - SEE SPECIFICATIONS

COMMITTAL SHELTER

COLUMN - SEE A -

DRAWINGS

SODDED

LAWN

CONCRETE PAVEMENT

L-201

BITUMINOUS PAVEMENT

RESTORATION

L-201

SODDED

LAWN

LINE STRIPING (TYP.)

BOLLARD, TYP.

L-201

CONCRETE CURB AND

GUTTER (STANDARD)

L-201

CONCRETE CURB AND

GUTTER (FLUSH)

L-201

CONCRETE CURB AND

GUTTER (FLUSH)

L-201

CONCRETE CURB AND

GUTTER (MOUNTABLE)

L-201

CONCRETE CURB AND

GUTTER (MOUNTABLE)

L-201

EXPANSION JOINT (TYP.)

EXPANSION JOINT

(TYP.)

BOLLARD, TYP.

L-201

CONTROL JOINT

(TYP.)

BIVOUAC OF THE DEAD

MONUMENT

L-201

(1) CARPINUS CAROLINIANA

TRASH RECEPTACLE

L-201

DOWNSPOUT -

SEE CIVIL DRAWINGS (TYP.)

POST AND PANEL

DIRECTIONAL SIGN -

NC-04.01

L-201

CONCRETE CURB AND

GUTTER (STANDARD)

L-201

CONCRETE CURB AND

GUTTER (STANDARD)

L-201

Project Number

Building Number

Drawing Number

Project Title

Location: Baltimore National Cemetery 5501 Frederick Ave., Catonsville, Baltimore County, MD 21228

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

100% CONSTRUCTION DOCUMENTS

FINAL

MARCH 25, 2019

NOT SUPPRESSED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT 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-MM18-05

Committal Shelter Project Director

Revisions: Date:

BALTIMORE NATIONAL CEMETERY

Design Services for Committal Service Shelter Improvements

Office of Construction and Facilities Management

Civil/ Structural/ Electrical Engineer:

KCI Technologies, Inc.

1352 Marrows Road, Suite 100 Newark, Delaware 19711

PH: 302.731.9176

POC: Tom deLorimier

Landscape Architect:

Pashek+MTR, Ltd.

619 E. Ohio St.

Pittsburgh, PA 15212

PH: 412-321-6362

POC: Kara Roggenkamp

LEGEND

SYMBOL

DETAIL

REFERENCE

CONCRETE PAVEMENT

L-201

BITUMINOUS PAVEMENT RESTORATION

L-201

CONCRETE CURB AND GUTTER (FLUSH)

L-201

CONCRETE CURB AND GUTTER (MOUNTABLE)

L-201

CONCRETE CURB AND GUTTER (STANDARD)

L-201

L-101

03.25.2019 KR MAS

SITE PLAN

y V

A

I D

I Q b a l t i m o r c o m m i t t a l s h e l t e r s h e e t s x

L

S i t a n d w g

1. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN UNLESS SPECIFICALLY

INDICATED OTHERWISE.

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

ORDINANCES, AND CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

APPLICABLE PERMITS.

3. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL

CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE COR ANY

DEFICIENCIES. THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO

LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT ANY

DEFICIENCIES. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND

PROPOSED POINT OF CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY

DISCREPANCY TO THE COR IMMEDIATELY.

4. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS PRIOR TO ANY

DIGGING OR EXCAVATION.

5. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF

CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH

COR'S REQUIREMENTS.

6. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS

ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY

CONTRACTOR.

7. PROTECT EXISTING WALLS, PLAQUES, SIGNS, HISTORIC ELEMENTS, FENCING,

GATES, LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS,

PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL

CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE

REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. DISTURBED

AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ANY EXISTING LAWN

AREAS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED WITH

SOD (NOT SEED).

8. PROTECT ALL EXISTING TREES.

9. PROTECT GRAVESITES AND MONUMENTS.

10. MAINTAIN PUBLIC ACCESS TO GRAVESITES AT ALL TIMES DURING

CONSTRUCTION. OBTAIN COR APPROVAL IF RESTRICTING ACCESS IS

NECESSARY FOR PUBLIC SAFETY DURING DEMOLITION OR CONSTRUCTION.

PROVIDE TEMPORARY BARRICADES, FENCING, TRAFFIC CONTROL AND

SIGNAGE AS NEEDED TO MAINTAIN PUBLIC SAFETY DURING CONSTRUCTION.

11. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON DRAWINGS,

BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW CONSTRUCTION OCCURS

TO FULFILL THE INTENT OF THE DRAWINGS.

12. THE BURIAL ACTIVITIES AT THE NATIONAL CEMETERY SHALL TAKE

PRECEDENCE OVER CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST

COOPERATE AND COORDINATE WITH THE CEMETERY DIRECTOR, THROUGH THE

COR, IN ARRANGING THE CONSTRUCTION SCHEDULE TO CAUSE THE LEAST

POSSIBLE INTERFERENCE WITH CEMETERY ACTIVITIES. CONSTRUCTION NOISE

DURING COMMITTAL SERVICES SHALL NOT DISTURB THE SERVICE. TRUCKS AND

WORKMEN SHALL NOT PASS THROUGH THE SERVICE AREA DURING THIS

PERIOD.

13. THE CONTRACTOR IS REQUIRED TO DISCONTINUE HIS WORK SUFFICIENTLY IN

ADVANCE OF EASTER SUNDAY, MOTHER'S DAY, FATHER'S DAY, MEMORIAL DAY,

VETERAN'S DAY AND/OR FEDERAL HOLIDAYS, TO PERMIT HIM TO CLEAN UP ALL

AREAS OF OPERATION ADJACENT TO EXISTING BURIAL PLOTS BEFORE THESE

DATES.

GENERAL NOTES

KEYED NOTES

REINSTALL EXISTING ADA PARKING SIGN

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.

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

AND SHALL COMPLETELY ENCASE HEADSTONES ADJACENT TO THE WORK AREA

WITHOUT DAMAGING THEM.

GRAVESITE PROTECTION NOTES

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

DAMAGE DUE TO CONSTRUCTION OPERATIONS.

2. 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.

3. ACTIVITIES PROHIBITED WITHIN PROTECTION ZONES:

3.1. 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.

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

APPROVED BY THE GOVERNMENT.

3.3. VEHICULAR TRAFFIC WITHOUT PROPER CONSTRUCTION MATTING.

3.4. MASONRY SET UP, CLEAN UP OR WASHOUT.

3.5. 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.

4. ROOT ZONE PROTECTION:

4.1. 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

(OUTSIDE OF EXISTING PAVED AREAS), PROVIDE THE FOLLOWING:

4.2. 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.

4.3. 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.

4.4. COMPLETELY REMOVE ALL CONSTRUCTION MAT MATERIALS AS SOON AS

POSSIBLE.

5. TRUNK PROTECTION: PROTECT TRUNKS OF TREES ADJACENT TO WORKING

AREAS FROM ACCIDENTAL MECHANICAL DAMAGE BY ATTACHING LUMBER TO

THE TRUNK WITH NYLON WEBBING STRAPS. DO NOT USE NAILS OR BOLTS.

6. GRADING: IN GENERAL, GRADING, FILLING, AND EXCAVATION IS PROHIBITED

WITHIN PROTECTION ZONES, EXCEPT IN EXISTING PAVED AREAS. IF

UNAVOIDABLE, EXCAVATION SHALL BE CONDUCTED USING DIRECTIONAL

BORING OR PNEUMATIC EXCAVATION (AIR SPADE) IN ORDER TO LOCATE ROOTS

PRIOR TO DAMAGING THEM.

6.1. IF ROOTS OVER 2” DIAMETER ARE ENCOUNTERED:

6.2. 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.

6.3. IF POSSIBLE, LEAVE ROOTS IN PLACE.

6.4. IF UNAVOIDABLE, A LICENSED ARBORIST SHALL 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 AN ISA-LICENSED ARBORIST.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS OF A CONSULTING

ARBORIST AND REMEDIAL MEASURES FOR TREES DAMAGED BY CONSTRUCTION

ACTIVITIES, INCLUDING BUT NOT LIMITED TO PRUNING, TREATMENTS, VERTICAL

MULCHING, TREE REMOVAL, AND PROVIDING REPLACEMENT TREE(S) WHOSE

TOTAL CALIPER EQUALS THE DBH OF THE DAMAGED TREE (E.G. IF A 24" DBH

TREE IS DAMAGED, PROVIDE (8) 3" CALIPER TREES), 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

1. COMPLY WITH REQUIREMENTS OF SPECIFICATION SECTION 32 90 00 AND THE

STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN "AMERICAN

STANDARDS FOR NURSERY STOCK" FOR PLANT MATERIAL SPECIFICATIONS.

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

AND PREPARE PLANTED AREAS AND LAWN AREAS AS SPECIFIED.

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

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

GROWN OR OBTAINED IN AREAS OUTSIDE THIS HARDINESS ZONE ARE

ACCEPTABLE.

4. TEST, PLACE, AND AMEND TOPSOIL (EXISTING AND/OR IMPORTED SOIL) IN

ACCORDANCE WITH SPECIFICATIONS.

5. COORDINATE LANDSCAPING WITH EXISTING AND PROPOSED UTILITY

LOCATIONS. NOTIFY COR OF ANY CONFLICTS.

6. PROVIDE TREE STAKING PER THE DETAILS AND SPECIFICATIONS.

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

REPRESENTATIVE.

8. ALL LAWN AND LANDSCAPED AREAS SHALL RECEIVE A MINIMUM 6 INCH DEPTH

TOPSOIL.

9. PROVIDE TURFGRASS SOD (NOT SEED) FOR ALL PROPOSED LAWN AREAS AND

FOR REPAIRS TO EXISTING LAWN AREAS DISTURBED BY CONSTRUCTION

OPERATIONS.

10. PROVIDE MULCH RING AROUND INDIVIDUAL TREES.

11. COMPLY WITH SPECIFIED LANDSCAPE PLANT AND TURFGRASS ESTABLISHMENT

PERIOD.

12. PROVIDE ONE-YEAR PLANT AND TURFGRASS WARRANTY AS SPECIFIED.

PLANTING NOTES

TREES

PLANT LIST

1 CARPINUS CAROLINIANA

AMERICAN HORNBEAM

2" CAL. B&B

COND.SIZEQTY.

BOTANICAL NAME

COMMON NAME

1. VERIFY LAYOUT WITH OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION

AND ADJUST AS REQUIRED.

2. REPAIR AND/OR REPLACE BITUMINOUS PAVING DAMAGED OR REMOVED DUE TO

CONSTRUCTION OPERATIONS, INCLUDING ADJACENT ROADS AND SITES.

3. DETERMINE THAT LOCATION OF UNDERGROUND UTILITIES OR FEATURES TO

REMAIN DO NOT INTERFERE WITH PROPOSED IMPROVEMENTS. CONTACT COR

FOR ALTERNATE LOCATIONS IF REQUIRED.

4. PLACE EXPANSION JOINTS AT ALL AREAS WHERE CONCRETE MEETS THE

BUILDING, BASE OF COLUMNS OR ADJOINING VERTICAL SURFACES.REVIEW

LAYOUT OF EXPANSION AND CONTROL JOINTS WITH OWNER'S

REPRESENTATIVE PRIOR TO PLACEMENT OF CONCRETE.

5. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON DRAWINGS,

BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW CONSTRUCTION OCCURS

TO FULFILL THE INTENT OF THE DRAWINGS.

LAYOUT NOTES

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

40"

351.36

352.3

355.3

356.0

349.4

361.8

24"

20"

SECTION O

RIP

RAP

SECTION C MARKER

TC 355.71

BC 355.55

356.50

356.66

356.43

356.15

356.60

356.59

355.43

356.85

356.31

356.11

356.00

355.49

355.91

355.82

355.96

356.27

356.00

356.17

356.37

356.11

355.91

355.98

TC 356.17

BC 356.01

TC 356.56

BC 356.40

TC 355.93

BC 355.77

TC 357.59

BC 357.09

357.51

TC 357.64

BC 357.14

357.59

TC 355.91

BC 355.75

355.95

356.22

355.30

355.38

355.44

355.36

356.06

356.08

355.90

TC 355.70

BC 355.20

355.60

TC 355.51

BC 355.01

355.41

355.35

355.73

355.82

355.94

356.48

Project Number

Building Number

Drawing Number

Project Title

Location: Baltimore National Cemetery 5501 Frederick Ave., Catonsville, Baltimore County, MD 21228

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

100% CONSTRUCTION DOCUMENTS

FINAL

MARCH 25, 2019

NOT SUPPRESSED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT 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-MM18-05

Committal Shelter Project Director

Revisions: Date:

BALTIMORE NATIONAL CEMETERY

Design Services for Committal Service Shelter Improvements

Office of Construction and Facilities Management

Civil/ Structural/ Electrical Engineer:

KCI Technologies, Inc.

1352 Marrows Road, Suite 100 Newark, Delaware 19711

PH: 302.731.9176

POC: Tom deLorimier

Landscape Architect:

Pashek+MTR, Ltd.

619 E. Ohio St.

Pittsburgh, PA 15212

PH: 412-321-6362

POC: Kara Roggenkamp

L-102

03.25.2019 KR MAS

SITE GRADING PLAN

y V

A

I D

I Q b a l t i m o r e c o m m i t t a l s h e l t e r s h e e t s x L

S i t e

G r a d i n g

P l a n d w g

1. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN UNLESS SPECIFICALLY

INDICATED OTHERWISE.

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

ORDINANCES, AND CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

APPLICABLE PERMITS.

3. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL

CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE COR ANY

DEFICIENCIES. THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO

LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT ANY

DEFICIENCIES. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND

PROPOSED POINT OF CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY

DISCREPANCY TO THE COR IMMEDIATELY.

4. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS PRIOR TO ANY

DIGGING OR EXCAVATION.

5. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF

CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH

COR'S REQUIREMENTS.

6. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS

ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY

CONTRACTOR.

7. PROTECT EXISTING WALLS, PLAQUES, SIGNS, HISTORIC ELEMENTS, FENCING,

GATES, LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS,

PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL

CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE

REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. DISTURBED

AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ANY EXISTING LAWN

AREAS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED WITH

SOD (NOT SEED).

8. PROTECT ALL EXISTING TREES.

9. PROTECT GRAVESITES AND MONUMENTS.

10. MAINTAIN PUBLIC ACCESS TO GRAVESITES AT ALL TIMES DURING

CONSTRUCTION. OBTAIN COR APPROVAL IF RESTRICTING ACCESS IS

NECESSARY FOR PUBLIC SAFETY DURING DEMOLITION OR CONSTRUCTION.

PROVIDE TEMPORARY BARRICADES, FENCING, TRAFFIC CONTROL AND

SIGNAGE AS NEEDED TO MAINTAIN PUBLIC SAFETY DURING CONSTRUCTION.

11. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON DRAWINGS,

BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW CONSTRUCTION OCCURS

TO FULFILL THE INTENT OF THE DRAWINGS.

12. THE BURIAL ACTIVITIES AT THE NATIONAL CEMETERY SHALL TAKE

PRECEDENCE OVER CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST

COOPERATE AND COORDINATE WITH THE CEMETERY DIRECTOR, THROUGH THE

COR, IN ARRANGING THE CONSTRUCTION SCHEDULE TO CAUSE THE LEAST

POSSIBLE INTERFERENCE WITH CEMETERY ACTIVITIES. CONSTRUCTION NOISE

DURING COMMITTAL SERVICES SHALL NOT DISTURB THE SERVICE. TRUCKS AND

WORKMEN SHALL NOT PASS THROUGH THE SERVICE AREA DURING THIS

PERIOD.

13. THE CONTRACTOR IS REQUIRED TO DISCONTINUE HIS WORK SUFFICIENTLY IN

ADVANCE OF EASTER SUNDAY, MOTHER'S DAY, FATHER'S DAY, MEMORIAL DAY,

VETERAN'S DAY AND/OR FEDERAL HOLIDAYS, TO PERMIT HIM TO CLEAN UP ALL

AREAS OF OPERATION ADJACENT TO EXISTING BURIAL PLOTS BEFORE THESE

DATES.

GENERAL NOTES

1. COMPLY WITH APPLICABLE REGULATIONS FOR EROSION AND SEDIMENTATION

MEASURES. REFER TO C-DRAWINGS FOR REQUIREMENTS.

2. FIELD VERIFY FIELD STAKE-OUT AND GRADES PRIOR TO CONSTRUCTION AND

NOTIFY COR OF ANY DISCREPANCY.

3. PROVIDE POSITIVE DRAINAGE IN EXISTING AND PROPOSED PAVED AND

PLANTED AREAS DURING EACH PHASE OF CONSTRUCTION, AND FOR FINISHED

GRADES. AVOID FORMING FALSE GUTTERS AND/OR PONDING. REMOVE AND

RECONSTRUCT PAVEMENT DICTATED BY FIELD CONDITIONS TO PROVIDE

POSITIVE DRAINAGE AT TIE-IN POINTS.

4. ELIMINATE RUTS, DEPRESSIONS, AND REPAIR ERODED AREAS UPON FINAL

GRADING.

5. FOR ADA ACCESSIBILITY; CONSTRUCT RAMPS TO A MAXIMUM 8.3%; CONSTRUCT

WALKS TO A MAXIMUM 4.9%; CONSTRUCT PARKING SPACES TO A MAXIMUM 2%

(BOTH DIRECTIONS). FIELD VERIFY SUBGRADE ELEVATIONS AND SLOPES PRIOR TO

PAVING.

6. SPOTS AND CONTOURS ARE SHOWN AT FINISH GRADE ELEVATIONS. REFER TO

CONSTRUCTION DETAILS FOR PAVEMENT THICKNESS.

7. ADJUST TOP ELEVATIONS OF EXISTING (SURFACE) GAS VALVES, WATER

VALVES, BOXES, VAULTS, AND OTHER ELEMENTS TO REMAIN, TO MEET

PROPOSED GRADES FLUSH.

GRADING 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.

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

AND SHALL COMPLETELY ENCASE HEADSTONES ADJACENT TO THE WORK AREA

WITHOUT DAMAGING THEM.

GRAVESITE PROTECTION NOTES

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

DAMAGE DUE TO CONSTRUCTION OPERATIONS.

2. 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.

3. ACTIVITIES PROHIBITED WITHIN PROTECTION ZONES:

3.1. 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.

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

APPROVED BY THE GOVERNMENT.

3.3. VEHICULAR TRAFFIC WITHOUT PROPER CONSTRUCTION MATTING.

3.4. MASONRY SET UP, CLEAN UP OR WASHOUT.

3.5. 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.

4. ROOT ZONE PROTECTION:

4.1. 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

(OUTSIDE OF EXISTING PAVED AREAS), PROVIDE THE FOLLOWING:

4.2. 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.

4.3. 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.

4.4. COMPLETELY REMOVE ALL CONSTRUCTION MAT MATERIALS AS SOON AS

POSSIBLE.

5. TRUNK PROTECTION: PROTECT TRUNKS OF TREES ADJACENT TO WORKING

AREAS FROM ACCIDENTAL MECHANICAL DAMAGE BY ATTACHING LUMBER TO

THE TRUNK WITH NYLON WEBBING STRAPS. DO NOT USE NAILS OR BOLTS.

6. GRADING: IN GENERAL, GRADING, FILLING, AND EXCAVATION IS PROHIBITED

WITHIN PROTECTION ZONES, EXCEPT IN EXISTING PAVED AREAS. IF

UNAVOIDABLE, EXCAVATION SHALL BE CONDUCTED USING DIRECTIONAL

BORING OR PNEUMATIC EXCAVATION (AIR SPADE) IN ORDER TO LOCATE ROOTS

PRIOR TO DAMAGING THEM.

6.1. IF ROOTS OVER 2” DIAMETER ARE ENCOUNTERED:

6.2. 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.

6.3. IF POSSIBLE, LEAVE ROOTS IN PLACE.

6.4. IF UNAVOIDABLE, A LICENSED ARBORIST SHALL 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 AN ISA-LICENSED ARBORIST.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS OF A CONSULTING

ARBORIST AND REMEDIAL MEASURES FOR TREES DAMAGED BY CONSTRUCTION

ACTIVITIES, INCLUDING BUT NOT LIMITED TO PRUNING, TREATMENTS, VERTICAL

MULCHING, TREE REMOVAL, AND PROVIDING REPLACEMENT TREE(S) WHOSE

TOTAL CALIPER EQUALS THE DBH OF THE DAMAGED TREE (E.G. IF A 24" DBH

TREE IS DAMAGED, PROVIDE (8) 3" CALIPER TREES), 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

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

27"

40"

20"

R11.00

R7 .75

R10.50

R65.00

R15.00

R15.00

BENCH MARK

(MAG NAIL SET)

EL=358.09

N: 586635.6990

E: 1395566.1226

Project Number

Building Number

Drawing Number

Project Title

Location: Baltimore National Cemetery 5501 Frederick Ave., Catonsville, Baltimore County, MD 21228

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i t h

P

M

100% CONSTRUCTION DOCUMENTS

FINAL

MARCH 25, 2019

NOT SUPPRESSED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT 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-MM18-05

Committal Shelter Project Director

Revisions: Date:

BALTIMORE NATIONAL CEMETERY

Design Services for Committal Service Shelter Improvements

Office of Construction and Facilities Management

Civil/ Structural/ Electrical Engineer:

KCI Technologies, Inc.

1352 Marrows Road, Suite 100 Newark, Delaware 19711

PH: 302.731.9176

POC: Tom deLorimier

Landscape Architect:

Pashek+MTR, Ltd.

619 E. Ohio St.

Pittsburgh, PA 15212

PH: 412-321-6362

POC: Kara Roggenkamp

L-103

03.25.2019 KR MAS

LAYOUT PLAN

y V

A

I D

I Q b a l t i m o r c o m m i t t a l s h e l t e r s h e e t s x

L

L y o u t

P l a n d w g

1. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN UNLESS SPECIFICALLY

INDICATED OTHERWISE.

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

ORDINANCES, AND CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

APPLICABLE PERMITS.

3. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL

CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE COR ANY

DEFICIENCIES. THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO

LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT ANY

DEFICIENCIES. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND

PROPOSED POINT OF CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY

DISCREPANCY TO THE COR IMMEDIATELY.

4. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS PRIOR TO ANY

DIGGING OR EXCAVATION.

5. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF

CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH

COR'S REQUIREMENTS.

6. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS

ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY

CONTRACTOR.

7. PROTECT EXISTING WALLS, PLAQUES, SIGNS, HISTORIC ELEMENTS, FENCING,

GATES, LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS,

PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL

CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE

REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. DISTURBED

AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ANY EXISTING LAWN

AREAS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED WITH

SOD (NOT SEED).

8. PROTECT ALL EXISTING TREES.

9. PROTECT GRAVESITES AND MONUMENTS.

10. MAINTAIN PUBLIC ACCESS TO GRAVESITES AT ALL TIMES DURING

CONSTRUCTION. OBTAIN COR APPROVAL IF RESTRICTING ACCESS IS

NECESSARY FOR PUBLIC SAFETY DURING DEMOLITION OR CONSTRUCTION.

PROVIDE TEMPORARY BARRICADES, FENCING, TRAFFIC CONTROL AND

SIGNAGE AS NEEDED TO MAINTAIN PUBLIC SAFETY DURING CONSTRUCTION.

11. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON DRAWINGS,

BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW CONSTRUCTION OCCURS

TO FULFILL THE INTENT OF THE DRAWINGS.

12. THE BURIAL ACTIVITIES AT THE NATIONAL CEMETERY SHALL TAKE

PRECEDENCE OVER CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST

COOPERATE AND COORDINATE WITH THE CEMETERY DIRECTOR, THROUGH THE

COR, IN ARRANGING THE CONSTRUCTION SCHEDULE TO CAUSE THE LEAST

POSSIBLE INTERFERENCE WITH CEMETERY ACTIVITIES. CONSTRUCTION NOISE

DURING COMMITTAL SERVICES SHALL NOT DISTURB THE SERVICE. TRUCKS AND

WORKMEN SHALL NOT PASS THROUGH THE SERVICE AREA DURING THIS

PERIOD.

13. THE CONTRACTOR IS REQUIRED TO DISCONTINUE HIS WORK SUFFICIENTLY IN

ADVANCE OF EASTER SUNDAY, MOTHER'S DAY, FATHER'S DAY, MEMORIAL DAY,

VETERAN'S DAY AND/OR FEDERAL HOLIDAYS, TO PERMIT HIM TO CLEAN UP ALL

AREAS OF OPERATION ADJACENT TO EXISTING BURIAL PLOTS BEFORE THESE

DATES.

GENERAL NOTES

1. VERIFY LAYOUT WITH OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION

AND ADJUST AS REQUIRED.

2. REPAIR AND/OR REPLACE BITUMINOUS PAVING DAMAGED OR REMOVED DUE TO

CONSTRUCTION OPERATIONS, INCLUDING ADJACENT ROADS AND SITES.

3. DETERMINE THAT LOCATION OF UNDERGROUND UTILITIES OR FEATURES TO

REMAIN DO NOT INTERFERE WITH PROPOSED IMPROVEMENTS. CONTACT COR

FOR ALTERNATE LOCATIONS IF REQUIRED.

4. PLACE EXPANSION JOINTS AT ALL AREAS WHERE CONCRETE MEETS THE

BUILDING, BASE OF COLUMNS OR ADJOINING VERTICAL SURFACES.REVIEW

LAYOUT OF EXPANSION AND CONTROL JOINTS WITH OWNER'S

REPRESENTATIVE PRIOR TO PLACEMENT OF CONCRETE.

5. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON DRAWINGS,

BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW CONSTRUCTION OCCURS

TO FULFILL THE INTENT OF THE DRAWINGS.

LAYOUT NOTES

1. TOPOGRAPHIC INFORMATION BASED UPON SURVEY CONDUCTED BY KCI

TECHNOLOGIES,INC.

ADDRESS: 1352 MARROWS ROAD, SUITE 100

NEWARK, DELAWARE 19711

PHONE: 302-731-9176

DATE: SEPTEMBER 2018

2. SURVEYOR NOTES:

a. CONTROL POINTS SET USING LEICA SMART NET RTN GPS

b. HORIZONTAL DATUM - MD SPC NAD83 (2011)

c. VERTICAL DATUM - NAVD88 (GEOID 12B)

d. SUBSURFACE UTILITY MARKINGS WERE NOT PRESENT AT THE TIME OF FIELD WORK.

EXISTENCE AND LOCATION UNKNOWN.

SURVEY NOTES

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SECTION

M

I N

NOTES:

1. PROVIDE

" RADIUS, ALL SLAB EDGES

2. REFER TO SITE PLAN FOR JOINT LAYOUT. CONTROL JOINTS SHALL BE 10' O.C. MAX;

EXPANSION JOINTS SHALL BE 30' O.C. MAX.

3. PLACE EXPANSION JOINTS BETWEEN PAVING AND ALL FIXED OBJECTS SUCH AS CURBS,

COLUMNS, INLETS, WALLS, ETC. (OMIT DOWEL)

COMPACTED SUBGRADE

COMPACTED AGGREGATE

SUBBASE - CRUSHER RUN (CR-6)

4,000 PSI CONCRETE PAVING

WWF- 6 X 6 - W 2.9 X W 2.9

MEDIUM BROOM FINISH - PERPENDICULAR

TO DIRECTION OF TRAVEL

#4 X 18" STEEL EPOXY-COATED SLIP DOWEL;

18" O.C. GREASE AND CAP ONE END

EXPANSION JOINT FILLER, BACKER ROD AND

SEALANT

CONTROL JOINT - 1/2" DEEP, 3/8" WIDE, 3/16"

RADIUS EDGES

2'-0"

NEW PAVEMENT

CONCRETE CURB AND GUTTER

EXISTING AGGREGATE SUBBASE

COURSE - RECOMPACT UNDER

NEW PAVEMENT

ASPHALT BASE COURSE

ASPHALT WEARING COURSE

SEAL JOINT

NEATLY SAW CUT

EXISTING ASPHALT

PAVEMENT TO FULL

DEPTH

SECTION

EXISTING PAVEMENT

PROVIDE 3/8" DIA. STAINLESS STEEL

ANCHOR BOLTS (NOT PROVIDED BY MNFR)

PROVIDE GROUT FOR LEVELING

STEEL BOLLARD SURFACE MOUNT

-4-1/2" DIA.

COLOR: TO MATCH BENCHES

9"

1'-4"

THICKEN PAVEMENT AT BOLLARD

SECTION

NOTES:

1. PROVIDE CONTROL JOINTS @5'-0",

" WIDE X 2" DEEP; PROVIDE

EXPANSION JOINTS @20' O.C. MAX.

2. PROVIDE 5' LONG TRANSITION BETWEEN CURB TYPES

(STANDARD, MOUNTABLE, FLUSH)

3. WHERE PAVEMENT SLOPES AWAY FROM CURB, GUTTER SLOPE

SHALL MATCH

1'-4"

10"

2'-2"

P

E R

4"

(1) #4 EPOXY COATED BAR

FLUSH CURB PROFILE WHERE

INDICATED ON PLANS - 5% SLOPE MAX.

COMPACTED AGGREGATE SUBBASE

-EXTEND UNDER CURB

ADJACENT PAVING

- MEET FLUSH

4,000 PSI CAST IN

PLACE CONCRETE

SECTION

NOTES:

1. PROVIDE CONTROL JOINTS @5'-0",

" WIDE X 2" DEEP; PROVIDE

EXPANSION JOINTS @20' O.C. MAX.

2. PROVIDE 5' LONG TRANSITION BETWEEN CURB TYPES

(STANDARD, MOUNTABLE, FLUSH)

3. WHERE PAVEMENT SLOPES AWAY FROM CURB, GUTTER SLOPE

SHALL MATCH

1'-4"

10"

2'-2"

P

4"

(1) #4 EPOXY COATED BAR

COMPACTED AGGREGATE SUBBASE

-EXTEND UNDER CURB

ADJACENT PAVING

- MEET FLUSH

4,000 PSI CAST IN

PLACE CONCRETE

2" MOUNTABLE CURB PROFILE

GRANITE BASE

FINISH

GRADE

NOTES:

1. STONE BASE: MEDIUM GREY GRANITE

TO MATCH EXISTING SECTION

MARKERS, SUBMIT SAMPLE FOR

APPROVAL

2. STONE FINISH:

2.1. FACE (PLAQUE MOUNT LOCATION):

HONED SMOOTH FINISH

2.2. ALL OTHER SURFACES TO HAVE A

SMOOTH SAWN FINISH TO 6"

BELOW GRADE.

2.3. ALL EDGES TO HAVE A

" RADIUS

3. ATTACH EXISTING PLAQUE TO NEW

GRANITE MARKER WITH CONCEALED

STAINLESS STEEL STUDS. MODIFY

BACK OF PLAQUE IF NEEDED TO

FACILITATE ATTACHMENT TO STONE

4. VERIFY EXISTING PLAQUE

DIMENSIONS PRIOR TO STONE

FABRICATION

COMPACTED SUBGRADE

AND BACKFILL - 95%

MODIFIED PROCTOR

EXISTING PLAQUE

SECTION

FACE

ELEVATION

DRAINAGE AGGREGATE

(AASHTO #57)

EXISTING

BRONZE PLAQUE

EXISTING

BRONZE

PLAQUE

GRANITE

BASE

1'-6"

4"

2'-2"

1'-6 13/16"

SET POST IN CONCRETE

ALUMINUM POST, 2" SQ. X .080"

THICK; FINISH COLOR BLACK

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.

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.

1'-0"

12"

SQUARE OR ROUND

MOUNT TO POST WITH (2) TAMPER

PROOF MECHANICAL FASTENERS

APPLY PROTECTIVE COATING TO

ALUMINUM POST IN CONCRETE TO

PREVENT CORROSION

CONCRETE FOOTING - FORM TOP 6" NEAT, SMOOTH

RUBBED FINISH

ALUM. CHANNEL, 1/2" REVEAL BETWEEN POST AND

PANEL

FINISHED GRADE MAY VARY

3'-0"

ALUMINUM POST EXTRUSION - 2" x 4" X 1/8" THICK;

PROVIDE TOP CAP SECURED W/ TAMPERPROOF SS

SCREWS. COLOR TO MATCH SIGN PANEL

BACKGROUND.

ALUMINUM SIGN CABINET (PANEL), FULLY ENCLOSED

ON ALL SIDES. SIGN CABINET EXTRUSION SHALL

ALLOW REMOVAL AND REPLACEMENT OF FACES

WITHOUT REMOVAL OF THE POSTS

1'-0"

PLAN

CONCRETE FOOTING

POST

2'-0"

CURB

SIGN PANEL

CABINET

M

I N

APPLY PROTECTIVE COATING TO ALUMINUM POST IN

CONCRETE TO PREVENT CORROSION

NOTES:

1. SUBMIT SHOP DRAWING AND FULL SIZE PROOFS FOR EACH

SIGN TYPE AND MESSAGE.

2. SUBMIT SAMPLES FOR ALL SIGN MATERIALS AND COMPONENTS.

3. SEE PLANS FOR SIGN LOCATIONS.

4. REFER TO SECTION 10 14 00 EXTERIOR SIGNAGE FOR FULL

REQUIREMENTS.

3'-0"

DIRECTIONAL SIGN

NC-04.02 m2 - MESSAGE LAYOUT B2 - Single Sided

E Q

Committal Shelter

4"

E Q

2'-4"

1'-9 5/8"

CONTINUOUS 2-1/2" STEEL BAND AROUND

RECEPTACLES W/"TRASH OR "FLOWER

VASES" LABELS 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

ELEVATION

ROUND

ROUND

SECTION

NOTES:

1. PROVIDE CONTROL JOINTS @5'-0",

" WIDE X 2" DEEP; PROVIDE

EXPANSION JOINTS @20' O.C. MAX.

2. PROVIDE 5' LONG TRANSITION BETWEEN CURB TYPES

(STANDARD, MOUNTABLE, FLUSH)

3. WHERE PAVEMENT SLOPES AWAY FROM CURB, GUTTER SLOPE

SHALL MATCH

1'-4"

10"

2'-2"

P

4"

(1) #4 EPOXY COATED BAR

COMPACTED AGGREGATE SUBBASE

-EXTEND UNDER CURB

ADJACENT PAVING

- MEET FLUSH

4,000 PSI CAST IN

PLACE CONCRETE

STANDARD CURB PROFILE

Project Number

Building Number

Drawing Number

Project Title

Location: Baltimore National Cemetery 5501 Frederick Ave., Catonsville, Baltimore County, MD 21228

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

100% CONSTRUCTION DOCUMENTS

FINAL

MARCH 25, 2019

NOT SUPPRESSED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT 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-MM18-05

Committal Shelter Project Director

Revisions: Date:

BALTIMORE NATIONAL CEMETERY

Design Services for Committal Service Shelter Improvements

Office of Construction and Facilities Management

Civil/ Structural/ Electrical Engineer:

KCI Technologies, Inc.

1352 Marrows Road, Suite 100 Newark, Delaware 19711

PH: 302.731.9176

POC: Tom deLorimier

Landscape Architect:

Pashek+MTR, Ltd.

619 E. Ohio St.

Pittsburgh, PA 15212

PH: 412-321-6362

POC: Kara Roggenkamp

L-201

03.25.2019 MG MAS

SITE DETAILS

y V

A

I D

I Q b a l t i m o r e c o m m i t t a l s h e l t e r s h e e t s x L

S i t e

D e t a i l s d w g

SCALE:

CONCRETE PAVEMENT

1" = 1'-0"

SCALE:

BITUMINOUS PAVEMENT RESTORATION

1" = 1'-0"

SCALE:

BOLLARD

1" = 1'-0"

SCALE:

CONCRETE CURB AND GUTTER (FLUSH)

1" = 1'-0"

SCALE:

CONCRETE CURB AND GUTTER (MOUNTABLE)

1" = 1'-0"

SCALE:

BIVOUAC OF THE DEAD MONUMENT

3/4" = 1'-0"

SCALE:

TRAFFIC REGULATORY SIGN TALL NC-03.09

3/4" = 1'-0"

SCALE:

POST AND PANEL DIRECTIONAL SIGN - NC-04.01

3/4" = 1'-0"

SCALE:

TRASH RECEPTACLE

3/4" = 1'-0"

SCALE:

CONCRETE CURB AND GUTTER (STANDARD)

1" = 1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text Trash

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

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

PLANS FOR FENCE ALIGNMENT.

MAINTAIN EXISTING

GRADE WITH THE TREE

PROTECTION FENCE

UNLESS OTHERWISE

INDICATED ON THE

PLANS.

2" X 6' STEEL POSTS

TREE PROTECTION

FENCE: HIGH DENSITY

POLYETHYLENE FENCING

WITH 3.5" X 1.5"

OPENINGS; COLOR-

ORANGE. STEEL POSTS

INSTALLED AT 8' O.C.

SECTION VIEW

KEEP OUT

TREE PROTECTION

AREA

24" X 18"

SIGN

LAMINATED IN

PLASTIC SPACED

EVERY 50'

ALONG THE

FENCE.

NOTES:

1. SEE SPECIFICATIONS AND NOTES ON PLANS

FOR ADDITIONAL TREE PROTECTION

REQUIREMENTS.

2. NO PRUNING SHALL BE PERFORMED

EXCEPT BY APPROVED ARBORIST.

3. NO EQUIPMENT SHALL OPERATE INSIDE

THE PROTECTIVE FENCING INCLUDING

DURING FENCE INSTALLATION AND

REMOVAL.

4. CONTRACTOR TO MAINTAIN FENCING.

ACCEPTABLE REJECTABLE

ROOT COLLAR.

ROOTS RADIATE FROM TRUNK AND REACH SIDE OF ROOT

BALL WITHOUT DEFECTING DOWN OR AROUND.

ROOT BALL

PERIPHERY.

ABSORBING

ROOTS.

STRUCTURAL

ROOTS.

STRUCTURAL

ROOTS

STRUCTURAL ROOTS PRIMARILY GROW TO

ONE SIDE.

STRUCTURAL ROOTS MISSING FROM ONE

SIDE, AND/OR GROW TANGENT TO TRUNK.

STRUCTURAL ROOTS CIRCLE INTERIOR OF

ROOT BALL. NO STRUCTURAL ROOTS ARE

HORIZONTAL AND REACH THE ROOT BALL

PERIPHERY NEAR THE TOP OF THE ROOT

BALL.

STRUCTURAL ROOTS DESCEND INTO ROOT

BALL INTERIOR OR ARE DEEPER THAN 2"

FROM TOP OF BALL. NO STRUCTURAL

ROOTS ARE HORIZONTAL AND REACH THE

ROOT BALL PERIPHERY NEAR THE TOP OF

THE ROOT BALL.

ONLY ABSORBING ROOTS REACH THE

PERIPHERY NEAR THE TOP OF THE ROOT BALL.

STRUCTURAL ROOTS MOSTLY WRAP OR ARE

DEFLECTED ON THE ROOT BALL INTERIOR.

Notes:

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

2. See specifications for observation process and requirements.

STRUCTURAL

ROOT

CIRCLING.

TOP OF

ROOT

BALL.

POINT

WHERE TOP-

MOST ROOT

EMERGES

FROM TRUNK.

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

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

OF SUBSTRATE. THE ROOT COLLAR AND THE ROOT BALL

INTERIOR SHOULD BE FREE OF DEFECTS INCLUDING

CIRCLING, KINKED, ASCENDING, AND STEM GIRDLING ROOTS.

STRUCTURAL ROOTS SHALL REACH THE PERIPHERY NEAR

THE TOP OF THE ROOT BALL.

ABSORBING ROOTS