802CM3023 BNC Dwg BK01.pdf

PDF 19 MB Posted Oct 22, 2021

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

About this file

Written by GovTribe AI · Dec 27, 2023

This document outlines a federal contract opportunity for facility renovations, improvements, and repairs at the Baltimore National Cemetery. The solicitation number is 36C78622B0001 and is being issued by the Department of Veterans Affairs National Cemetery Administration. The contract involves renovations, improvements, and repairs to existing exterior facilities at the Baltimore National Cemetery, with a period of performance through 2023. Offerors are requested to submit pricing for the required construction and facility upgrade work by the stated deadline.

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G-100

U.S. Department of Veterans Affairs

5501 Frederick Avenue, Baltimore, MD 21228

TITLE SHEET

BALTIMORE NATIONAL CEMETERY

AERIAL VIEW

VICINITY MAP

SITE KEY PLAN

(AM) ADMINISTRATION BUILDING

& MAINTENANCE GARAGE

FACILITY RENOVATIONS, IMPROVEMENTS & REPAIRS

PROJECT NO. 802-CM 30-23

(DL) DIRECTOR'S LODGE

(CO) COTTAGE

(FS) FLAMMABLE

STORAGE

FREDERICK AVE

BALTIMORE

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

F i l e

P a t h

U.S. Department of Veterans Affairs

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

LICENSE #19379

EXP. 03.15.2020

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

OPTIONS

1. OPTION ONE PREP & PAINT 600 LF FENCE.

2. OPTION TWO COTTAGE (ASSISTANT DIRECTOR'S LODGE) REPAIRS.

3. OPTION THREE MILLING AND PAVING WORK.

4. OPTION FOUR DIRECTOR'S LODGE REPAIRS.

(GS) GARAGE STORAGE

SHEET DWG SHEET TITLE

SITE

1. G-100 TITLE SHEET

2. GC-101 CONSTRUCTION STAGING & SEQUENCING PLAN

3. B-100 BORING LOCATIONS

4. B-101 BORING LOCATIONS

5. B-102 SUBSURFACE BORING LOGS 1

6. B-103 SUBSURFACE BORING LOGS 2

7. V-100 EXISTING CONDITIONS PLAN

8. V-101 EXISTING CONDITIONS PLAN

9. V-102 EXISTING CONDITIONS PLAN

10. CG-100 EROSION & SEDIMENT CONTROL

11. CG-101 EROSION & SEDIMENT CONTROL

12. CG-102 EROSION & SEDIMENT CONTROL

13. CU-100 UTILITY PLAN

14. CU-101 UTILITY PLAN

15. LD-101 SITE PREPARATION AND REMOVALS PLAN - AREA A

16. LD-102 SITE PREPARATION AND REMOVALS PLAN - AREA B

17. LD-103 SITE PREPARATION AND REMOVALS PLAN - AREAS C & D

18. LS-101 SITE LAYOUT AND MATERIALS PLAN - AREA A

19. LS-102 SITE LAYOUT AND MATERIALS PLAN - AREA B

20. LS-103 SITE LAYOUT AND MATERIALS PLAN - AREA C & D

21. LS-104 SITE LAYOUT AND MATERIALS PLAN - AREA E

22. LG-101 GRADING PLAN - AREA C

23. LS-501 SITE DETAILS

24. LS-502 SITE DETAILS

25. LS-503 SITE DETAILS

26. LS-504 SITE DETAILS

27. LS-505 SITE DETAILS

28. LI-101 SIGNAGE PLAN - AREA A

29. LI-501 SIGN DETAILS

30. LI-502 SIGN DETAILS

31. LI-503 SIGN DETAILS

32. LI-504 SIGN DETAILS

33. IR-100 FLOWER WATER STATION PLAN

ARCHITECTURAL

AM - ADMINISTRATION BUILDING & MAINTENANCE GARAGE

34. GA-100-AM OCCUPANCY, LIFE SAFETY & BUILDING CODE ANALYSIS

35. DA-111-AM DEMOLITION FIRST FLOOR PLAN

36. DA-112-AM DEMOLITION SECOND FLOOR PLAN

37. DA-121-AM DEMOLITION FIRST FLOOR CEILING PLAN

38. DA-122-AM DEMOLITION SECOND FLOOR CEILING PLAN

39. DA-201-AM DEMOLITION BUILDING ELEVATIONS

40. DA-301-AM DEMOLITION BUILDING SECTION

41. DA-302-AM DEMOLITION BUILDING SECTION

42. A-111-AM FIRST FLOOR PLAN

43. A-112-AM SECOND FLOOR PLAN

44. A-121-AM FIRST FLOOR CEILING PLAN

45. A-122-AM SECOND FLOOR CEILING PLAN

46. A-201-AM BUILDING ELEVATIONS

47. A-301-AM BUILDING SECTION

48. A-302-AM BUILDING SECTION

49. A-303-AM BUILDING SECTION

50. A-401-AM ENLARGED PLAN

51. A-402-AM OVERALL STAIR VIEW

52. A-600-AM DOOR & WINDOW SCHEDULE

53. A-601-AM ROOM FINISH SCHEDULE

DL - DIRECTOR'S LODGE (OPTION 4)

54. DA-100-DL EXISTING BASEMENT PLAN

55. DA-101-DL DEMOLITION FIRST FLOOR & CEILING PLAN

56. DA-102-DL DEMOLITION SECOND FLOOR & CEILING PLAN

57. A-101-DL FIRST FLOOR & CEILING PLAN AND KITCHEN INTERIOR

58. A-102-DL SECOND FLOOR & CEILING PLAN AND BATHROOM INTERIOR

CO - COTTAGE (ASSISTANT DIRECTOR'S LODGE) - (OPTION 2)

59. A-200-CO ELEVATIONS

FS - FLAMMABLE STORAGE

60. A-100-FS FLOOR, CEILING, ROOF PLAN & ELEVATIONS

GS - GARAGE STORAGE

61. A-100-GS FLOOR, CEILING, ROOF PLANS & ELEVATIONS

FT - FUEL TANK PAD

62. A-100-FT FUEL TANK PAD

TT - TEMPORARY TRAILER

63. A-100-TT PLAN

MECHANICAL

64. M-001-AM MECHANICAL SCHEDULES - ADMIN. BLDG.

65. M-002-AM MECHANICAL DETAILS - ADMIN. BLDG.

66. MD-101-AM FIRST FLOOR MECHANICAL DEMOLITION PLAN - ADMIN. BLDG.

67. MD-102-AM SECOND FLOOR MECHANICAL DEMOLITION PLAN - ADMIN. BLDG.

68. M-101-AM FIRST FLOOR MECHANICAL REVISED PLAN - ADMIN. BLDG

69. M-102-AM SECOND FLOOR MECHANICAL REVISED PLAN - ADMIN. BLDG

70. M-201-AM BUILDING HVAC SECTIONS - ADMIN. BLDG.

71. M-001-LG LODGE SCHEDULE AND DETAILS

72. M-101-LG LODGE MECHANICAL DEMOLITION REVISED PLAN

73. M-101-GS MECHANICAL REVISED PLAN - GARAGE STORAGE

ELECTRICAL

74. E-001 ELECTRICAL ABBREVIATION & SYMBOLS

75. E-002 ELECTRICAL DETAILS

76. ED-101-AM FIRST FLOOR DEMOLITION PLAN - ELECTRICAL

77. ED-102-AM SECOND FLOOR DEMOLITION PLAN - ELECTRICAL

78. E-111-AM FIRST FLOOR PLAN LIGHTING

79. E-112-AM SECOND FLOOR PLAN LIGHTING

80. E-121-AM FIRST FLOOR PLAN POWER

81. E-122-AM SECOND FLOOR PLAN POWER

82. E-201-AM FIRST FLOOR PLAN

83. E-111-GS FLOOR PLAN - LIGHTING

84. E-121-GS FLOOR PLAN - ELECTRICAL

85. ES-100 ELECTRICAL SITE PLAN

86. EST-100 SITE PLAN ELECTRICAL TEMPORARY

87. E-111-LG FLOOR PLAN - LIGHTING

88. E-111-FS FLOOR PLAN - LIGHTING

89. E-111-FT FLOOR PLAN - LIGHTING

PLUMBING

90. P-001-AM PLUMBING SCHEDULES & DETAILS - ADMIN. BLDG.

91. P-002-AM PLUMBING SCHEDULES & DETAILS - ADMIN. BLDG

92. PD-101-AM FIRST FLOOR PLUMBING DEMOLITION PLAN - ADMIN. BLDG.

93. P-101-AM FIRST FLOOR WASTE REVISED PLAN - ADMIN. BLDG.

94. P-201-AM FIRST FLOOR PLUMBING REVISED PLAN - ADMIN. BLDG.

95. P-202-AM SECOND FLOOR PLUMBING REVISED PLAN - ADMIN. BLDG.

96. P-001-GS GENERAL NOTES AND DETAILS - GARAGE STORAGE

97. P-101-GS FIRST FLOOR PLUMBING PLAN - GARAGE STORAGE

98. P-001-LG PLUMBING SCHEDULES AND DETAILS - LODGE

99. P-101-LG FIRST AND SECOND FLOOR PLUMBING PLAN - LODGE

100. PS-001 PLUMBING UTILITY SITE PLAN

GENERAL NOTES

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

B. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS, ORDINANCES, AND CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY APPLICABLE PERMITS.

C. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE CONTRACTING OFFICER'S

REPRESENTATIVE ANY DEFICIENCIES. THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT ANY DEFICIENCIES. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED POINT OF CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY DISCREPANCY TO THE

CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY.

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

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

F. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH CONTRACTING OFFICER'S

REPRESENTATIVE'S REQUIREMENTS.

G. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY CONTRACTOR.

H. PROTECT EXISTING STRUCTURES, WALLS, PLAQUES, SIGNS, HISTORIC ELEMENTS, FENCING, GATES, LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS, PAVING AND

CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ANY EXISTING LAWN AREAS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE

RESTORED WITH SOD (NOT SEED) UNLESS OTHERWISE NOTED.

I. PROTECT ALL EXISTING TREES.

J. PROTECT GRAVE SITES AND MONUMENTS.

K. MAINTAIN PUBLIC ACCESS TO GRAVE SITES AT ALL TIMES DURING CONSTRUCTION. OBTAIN CONTRACTING OFFICER'S REPRESENTATIVE'S APPROVAL IF RESTRICTING ACCESS IS

NECESSARY FOR PUBLIC SAFETY DURING DEMOLITION OR CONSTRUCTION. PROVIDE TEMPORARY BARRICADES, FENCING, TRAFFIC CONTROL AND SIGNAGE AS NEEDED TO

MAINTAIN PUBLIC SAFETY DURING CONSTRUCTION.

L. CONSTRUCTION NOTES AND TYPICAL NOTES MAY APPEAR ONLY ONCE ON DRAWINGS, BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW CONSTRUCTION OCCURS TO FULFILL

THE INTENT OF THE DRAWINGS.

JULY 2, 2021

BID SET

AutoCAD SHX Text N

AutoCAD SHX Text one eighth inch = one foot

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 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

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 three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

DENSE VEGETATION

342 343

DIRECTOR'S

LODGE

ADMINISTRATION

BUILDING

MAINTENANCE

GARAGE

ASSISTANT

DIRECTOR'S

LODGE

FLAMMABLE

STORAGE

BUILDING

TAYLO

R AVENUE

FREDERICK AVENUE

TEMPORARY CEMETERY

OFFICE TRAILER

TEMPORARY RESTROOM

TRAILER

TEMPORARY

ACCESSIBLE STONE

DUST WALKWAY (TYP.)

ADA RAMP

PROVIDE TEMPORARY

ACCESSIBLE RAMP AT

ROLL CURB:

GEOTEXTILE FABRIC

WITH ASPHALT COLD

PATCH MATERIAL

ADA RAMP

REMOVE STONE

MONUMENTS AND

FLAGPOLES AND TURN

OVER TO OWNER;

REINSTALL AT CONCLUSION

OF CONSTRUCTION;

FOUNDATIONS TO REMAIN

UNDISTURBED

EXISTING

WALKWAY

TEMPORARY

SIGN A

TEMPORARY

SIGN B

RESOD LAWN WITHIN

FOOTPRINT OF TRAILERS

AT CONCLUSION OF

CONSTRUCTION

RESOD LAWN WITHIN

FOOTPRINT OF TRAILERS

AT CONCLUSION OF

CONSTRUCTION

TEMPORARY

CONSTRUCTION FENCE

CONTRACTOR STAGING

IN EXISTING

GRAVEL YARD

TEMPORARY CEMETERY

STAFF TRAILER

TEMPORARY

ACCESSIBLE STONE

DUST WALKWAY (TYP.)

ADD ADDITIONAL GRAVEL

SURFACING AS NEEDED TO

PROVIDE A MUD-FREE

SURFACE IN STAGING AREA

MAINTENANCE

GARAGE

ASSISTANT

DIRECTOR'S

LODGE

FLAMMABLE

STORAGE BUILDING

CEMETERY TO REMOVE

ALL EXISTING STORAGE

CONTAINERS AND

MISCELLANEOUS ITEMS

IN THIS AREA PRIOR TO

START OF

CONSTRUCTION

EXISTING CONEX

STORAGE UNIT TO

REMAIN - DO NOT

BLOCK ACCESS

VA FORM 08 - 6231

Fi le

P at h 6/

P M

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

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

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:V O

L V N T A

T I S T V Æ

C O R O N A S T I

B O N Æ

OSSC

1 6 3 2

S T

A T E O F M A R Y L AN D

L . THOMPSON

3 9 0 9

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

E C

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

GC-101

BID SET

Facility Renovation, Improvements, And Repairs

802CM3023

2021-07-02 MS

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

SURVEY INFORMATION (SHOWN IN MEDIUM GREY) WAS PROVIDED

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

NEWARK, DE 19711. FIELD WORK WAS CONDUCTED IN DECEMBER

2020.

AERIAL SURVEY INFORMATION (SHOWN IN LIGHT GREY) WAS

PROVIDED BY AXIS GEOSPACIAL LLC. AERIAL SURVEY DATA WAS

COLLECTED IN JANUARY 2021.

NORTH

Scale: 1" = 50'

50 50 1000

1. CONTRACTOR TO WORK IN ACCORDANCE WITH DIVISION 01

SPECIFICATION SECTION 'GENERAL REQUIREMENTS'.

2. SUBMIT CONSTRUCTION SEQUENCING PLAN AND SCHEDULE TO

COR FOR APPROVAL PRIOR TO STARTING WORK. SCHEDULE

SHALL INCLUDE APPROXIMATE DATES ON WHICH THE

CONTRACTOR INTENDS TO START AND FINISH WORK IN EACH

AREA OF THE SITE, BUILDING, OR PORTION THEREOF.

SCHEDULE SHALL BE UPDATED AND SUBMITTED WITH EACH

PAY APPLICATION.

3. CONTRACTOR SHALL NOTIFY THE COR TWO WEEKS IN

ADVANCE, IN WRITING, OF THE PROPOSED DATE OF STARTING

WORK IN EACH AREA OF THE SITE AND OF ANY PROPOSED

UTILITY INTERRUPTIONS OR CONFLICTS WITH CEMETERY

OPERATIONS.

4. CEMETERY OPERATIONS SHALL TAKE PRECEDENCE OVER

CONSTRUCTION ACTIVITIES. CONSTRUCTION ACTIVITIES

SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR TO

AVOID CONFLICTS WITH OPERATIONS, SERVICES AND EVENTS.

COMMITTAL SERVICES CAN OCCUR BETWEEN 9AM AND 3PM

WEEKDAYS. CONTRACTOR SHALL CEASE NOISY WORK AND

DELIVERIES DURING COMMITTAL SERVICES WHENEVER THEY

OCCUR.

4. MAINTAIN PUBLIC ACCESS TO GRAVE SITES AT ALL TIMES

DURING CONSTRUCTION. OBTAIN CONTRACTING OFFICER'S

REPRESENTATIVE'S APPROVAL IF RESTRICTING ACCESS IS

NECESSARY FOR PUBLIC SAFETY DURING DEMOLITION OR

CONSTRUCTION. PROVIDE TEMPORARY BARRICADES,

FENCING, TRAFFIC CONTROL AND SIGNAGE AS NEEDED TO

MAINTAIN PUBLIC SAFETY DURING CONSTRUCTION.

5. REFER TO EROSION AND SEDIMENTATION CONTROL DRAWINGS

FOR RELATED SEQUENCE OF CONSTRUCTION AND REQUIRED

EROSION AND SEDIMENTATION CONTROLS FOR EACH TYPE OF

DISTURBANCE. PROVIDE REQUIRED EROSION CONTROLS

PRIOR TO ANY EARTH DISTURBANCE.

6. NO CONTRACTOR VEHICLE PARKING IS ALLOWED ON

CEMETERY ROADS. DO NOT BLOCK STAFF OR VISITOR PARKING

AREAS. COORDINATE WITH CEMETERY STAFF FOR ON-SITE

LOCATIONS FOR WORKER PARKING DURING CONSTRUCTION.

7. CONTRACTOR SHALL COORDINATE WITH THE COR FOR

SCHEDULING THE TRANSFER OF I.T. (INFORMATION

TECHNOLOGY) SERVICES. DELAYS DUE TO I.T. SERVICES

TRANSFER WILL NOT SERVE AS A BASIS FOR EXTENDING

CONTRACT TIME FOR COMPLETION, NOR AS A BASIS FOR

ADDITIONAL COMPENSATION.

8. CONTRACTOR SHALL NOT BEGIN DEMOLITION OR

CONSTRUCTION WITHIN THE EXISTING BUILDINGS UNTIL ALL

TEMPORARY FACILITIES ARE FULLY FUNCTIONAL AND

OCCUPIED.

10. FOR EACH BUILDING TO BE TURNED OVER TO THE CEMETERY

FOR OCCUPANCY, ALL FURNISHINGS AND EQUIPMENT SHALL

BE IN PLACE AND ALL UTILITIES AND SYSTEMS SERVING THE

BUILDING SHALL BE COMPLETE, OPERATIONAL, AND

COMMISSIONED BEFORE THAT PORTION OF THE WORK IS

CONSIDERED SUBSTANTIALLY COMPLETE AND CONTRACTOR

RECEIVES NOTIFICATION OF ACCEPTANCE OF THAT PORTION

OF THE WORK.

11. CONTRACTOR SHALL DOCUMENT THE PRE-CONSTRUCTION

CONDITION OF THE BUILDINGS AND SITE AND SHALL RESTORE

ANY EXISTING FEATURES DAMAGED AS A RESULT OF

CONSTRUCTION OPERATIONS TO THEIR PRE-CONSTRUCTION

CONDITION, INCLUDING BUT NOT LIMITED TO PAVEMENTS,

ROADWAYS, AND LAWNS.

GENERAL PHASING NOTES PHASING LEGEND

CONTRACTOR CONSTRUCTION ACCESS ROUTE

8' HT TEMPORARY CHAIN LINK

CONSTRUCTION FENCE

TEMPORARY GRAVEL SURFACE

TEMPORARY ACCESSIBLE STONE

DUST WALKWAY: 1" COMPACTED

STONE DUST FINES OVER 3" DEPTH

CRUSHER RUN LIMESTONE, OVER

GEOTEXTILE FABRIC

TEMPORARY SIGN

NORTHNORTH

Scale: 1" = 20'

20 20 400

NORTH

Scale: 1" = 20'

20 20 400

CONSTRUCTION STAGING & SEQUENCING

PLAN

SIGNAGE NOTES:

TEMPORARY SIGNS SHALL HAVE AN OVERALL HEIGHT OF

3'-0". SIGN BACKGROUND SHALL BE WHITE WITH BLACK

LETTERING. SUPPORTS SHALL BE INDUSTRY STANDARD

POSTS. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS

FOR REVIEW AND APPROVAL BY CO/COR.

TEMPORARY OFFICE /

GRAVESITE LOCATOR

TEMPORARY

RESTROOM

12'12'

60'

TEMPORARY CEMETERY

OFFICE TRAILER

NTS

TEMPORARY RESTROOM TRAILER

NTS

12 3

LOBBY WITH GRAVESITE

LOCATOR (OWNER PROVIDED)

OFFICE

WORK STATION, 4' HEIGHT

PARTITION AT THE CORRIDOR.

RECORDS STORAGE

ADA ACCESSIBLE RESTROOM

LANDING

ADA RAMP

FLOOR COVERING NOTES:

1. CARPETING IN OFFICES AND

WORK STATIONS AS SHOWN

2. FLOOR TILE IN ALL OTHER

AREAS.

EXIT STAIRS

40'-0"

9' -9

11'-7"

TEMPORARY CEMETERY STAFF

TRAILER

NTS

ADA RAMP

LANDING

ADMINISTRATION BUILDING

TEMPORARY FACILITIES

CONTRACTOR STAGING AREA

AND TEMPORARY FACILITIES

1. NOTICE TO PROCEED RECEIVED. INSTALL EROSION CONTROLS,

TEMPORARY CONSTRUCTION FENCE AND TEMPORARY TREE

PROTECTION FENCE.

2. COORDINATE WITH THE GAS UTILITY FOR THE NEW GAS SERVICE.

REFER TO SITE UTILITY PLAN.

3. THE ADMIN/MAINT BUILDING WORK MUST BE COMPLETED PRIOR TO

STARTING WORK ON THE MAINTENANCE GARAGE. THE CEMETERY

STAFF WILL USE THE GARAGE WHILE THE ADMIN/MAINT BUILDING

IS UNDER CONSTRUCTION. WORK ON OTHER BUILDINGS CAN

OCCUR CONCURRENTLY, COORDINATED WITH CEMETERY

OPERATIONS.

4. INSTALL TEMPORARY CEMETERY OFFICE TRAILER, TEMPORARY

RESTROOM TRAILER, AND TEMPORARY CEMETERY STAFF TRAILER.

PROVIDE TEMPORARY UTILITY CONNECTIONS TO ALL TRAILERS -

REFER TO SHEET A-100-TT AND ELECTRICAL PLANS. DO NOT

INTERRUPT SERVICE TO EXISTING BUILDINGS. INSTALL ALL

ASSOCIATED TEMPORARY SIGNAGE, PATHS, AND RAMPS. ALL

FACILITIES SHALL MEET ADA REQUIREMENTS.

5. RELOCATE EXISTING ADMIN/MAINT BUILDING EQUIPMENT AND

FURNITURE TO THE TEMPORARY OFFICE TRAILER AND STAFF

TRAILER, IN ITS FINAL LOCATION AND FULLY FUNCTIONAL. THIS

INCLUDES THE GRAVESITE LOCATORS. CEMETERY WILL TAG

EXISTING EQUIPMENT AND FURNITURE TO BE RELOCATED. I.T.

EQUIPMENT, COMPUTER EQUIPMENT AND TELEPHONE/ DATA

SERVICE WILL BE RELOCATED OR PROVIDED BY THE VA.

6. WHEN TEMPORARY FACILITIES ARE COMPLETE AND READY FOR

OCCUPANCY, CEMETERY STAFF WILL VACATE THE EXISTING

ADMIN/ MAINT BUILDING.CONTRACTOR SHALL REQUEST THE

CO/COR TO RELEASE THE ADMIN/MAINT BUILDING FOR

COMMENCEMENT OF WORK. PROVIDE TWO WEEK'S NOTICE.

7. PROVIDE AND COMPLETE ADMIN/MAINT BUILDING WORK, STARTING

WITH LEAD PAINT REMEDIATION AS SPECIFIED. OTHER BUILDING

AND SITE WORK MAY OCCUR CONCURRENTLY, EXCEPT FOR

GARAGE AND PAVEMENT RESURFACING (BID OPTION 3).

8. COORDINATE WORK ON THE DIRECTOR'S LODGE (OPTION 4) TO

MINIMIZE DISRUPTION TO THE OCCUPANTS. ALLOW 2 WEEKS

MAXIMUM FOR COMPLETION OF BATHROOM WORK AND 4 WEEKS

MAXIMUM FOR COMPLETION OF KITCHEN WORK.

9. COMPLETE ADMIN/MAINT BUILDING WORK INCLUDING ALL

FURNISHINGS, UTILITIES, AND SYSTEMS.

10. WHEN ADMIN/MAINT BUILDING IS SUBSTANTIALLY COMPLETE AND

ACCEPTED BY THE NCA, RELOCATE EQUIPMENT AND FURNITURE

FROM THE TEMPORARY TRAILERS TO THE ADMIN/MAINT BUILDING

IN ITS FINAL LOCATION AND FULLY FUNCTIONAL, AS DIRECTED BY

THE CEMETERY STAFF. CEMETERY STAFF WILL VACATE THE

TEMPORARY FACILITIES AND REOCCUPY THE ADMIN/MAINT

BUILDING.

11. REMOVE TEMPORARY TRAILERS AND RESTORE THE TRAILER SITES

TO THEIR PRE-CONSTRUCTION CONDITION, INCLUDING

REINSTALLATION OF FLAGPOLES AND MONUMENTS.

12. COMPLETE THE REMAINDER OF THE BUILDING AND SITE WORK,

INCLUDING BUT NOT LIMITED TO FUELING STATION, MAINTENANCE

GARAGE AND PAVING (BID OPTION 3).

12.1. COORDINATE TIMING OF REMOVAL OF EXISTING FUEL TANK

AND INSTALLATION OF NEW FUELING STATION WITH

CEMETERY.

12.2. COORDINATE PAVING AND ROAD CLOSURES WITH CEMETERY

DIRECTOR AND COR. PAVING WORK SHALL BE COMPLETED

PROMPTLY WITHOUT EXTENDED CLOSURES.

13. PROJECT SHALL NOT BE CONSIDERED COMPLETE UNTIL ALL

BUILDING, UTILITIES, AND SITE WORK IS COMPLETED, CEMETERY

STAFF HAVE ESTABLISHED OPERATIONS IN THE RENOVATED

FACILITIES, ALL TEMPORARY FACILITIES AND STAGING MATERIALS

HAVE BEEN REMOVED, AND FINAL SITE REPAIRS AND CLEAN UP

ARE COMPLETED AND ACCEPTED BY THE NCA.

CONSTRUCTION SEQUENCE

TEMPORARY OFFICE /

GRAVESITE LOCATOR

TEMPORARY

RESTROOM

306307

342 343

UP #

417391

ELECTRIC

VAULT

SIGN - ROAD CURVE TO THE LEFT

SIGN - STATE SPEED 25 MPH

SIGN - BUS

STOP

SIGN - 30

MPH SPEED

LIMIT

SIGN - TRUCKS

PROHIBITED OVER 3

TON CAPACITY

SIGN - NO PARKING

SIGN - MALLOW

HILL RD &

FREDERICK AVE

MAILBOX

DPW

CONDUIT

MANHOLE

ELECTRIC

BOX

SIGN - TAYLOR AVE

& FREDERICK AVE

SIGN - STOP

SIGN - MD 144

SIGN - NO

PARKING SIGN - NO

STOPPINGUP #

405168

UP #

??2474

STONE

SIGN - 30

MPH SPEED

LIMIT

UP #

7126?

UP # 2477?

SIGN - BALTIMORE

NATIONAL CEMETERY

GATE

STOP SIGN

SIGN

SIGN - NO PETS,

BICYCLING, JOGGING,

SKATEBOARDS,

ROLLERBLADES

SIGN - BLUE

STAR MEMORIAL

SIGN - NOTICE

NO ADMITTANCE

SIGN - ALL

FLOWERS WILL BE

REMOVED: (DATE)

BOULDER

BOULDER BOULDER

SIGN - NATIONAL CEMETERY

FLORAL/GROUNDS POLICY

SIGN

OFFICE

PLAQUE

2 STORY

BRICK BUILDING

(DIRECTORS

LODGE)

PORCH

WINDOW

WELL

WINDOW

WELL

ROOF

DRAIN

ROOF

DRAIN X 3

ROOF

DRAIN

ROOF

DRAIN

STONE SIDEW

ALK

STONE

SIDEWALK

STONE

SIDEWALK

MACADAM

CONC S

CONC SIDEWALK

C O

N C

SID

ALK

C O

N C

SID

ALK

NC SIDEW

ALK

STORM INLET

TOP = 343.11

12' TERRA COTTA = 339.91

STORM INLET

TOP = 340.30

12" TERRA COTTA = 337.25

12" TERRA COTTA = 336.95

6" PVC = 338.00

12" TERRA COTTA

12" TERRA

COTTA

12" TERRA

COTTA

12" PVC

STORM INLET

TOP = 330.45

12" TERRA COTTA = 327.15

12" TERRA COTTA = 327.25

6" P

STORM INLET

TOP = 325.32

12" TERRA COTTA = 322.17

12" TERRA COTTA = 323.12

6" PVC = 323.92

6" P

STORM INLET

TOP = 323.10

12" PVC = 316.55

12" TERRA COTTA = 319.57

STORM INLET

TOP = 308.10

12" PVC = 303.85

STORM INLET

TOP = 307.91

12" PVC = 303.31

STORM INLET

TOP = 308.27

12" PVC = 302.92

24" TERRA

COTTA 24" TERRA

COTTA

24" TERRA

TTA

24" TERRA

COTTA

STORM INLET

TOP = 304.03

24" TERRA COTTA = 269.99

STORM INLET

TOP = 304.20

24" TERRA COTTA = 294.40

STORM INLET

TOP = 304.20

24" TERRA COTTA = 298.60

STORM INLET

TOP = 306.50

24" TERRA COTTA = 298.70

24" TERRA COTTA = 297.85

TREE

1.76' DIA.

TREE

2.42' DIA.

TREE

1.67' DIA.

TREE

2.15' DIA.

TREE

0.95' DIA.

TREE

0.98' DIA.

TREE

2.17' DIA.

TREE

2.55' DIA.

TREE

1.95' DIA.

TREE

1.37' DIA.TREE

1.53' DIA.

TREE

1.69' DIA.

TREE

0.98' DIA.

CO12" PVC

12" PVC

TREE

2.36' DIA. TREE

2.67' DIA.

TREE

1.98' DIA.

TREE

1.60' DIA.

SAN. MANHOLE

TOP = 306.14

10" PVC = 298.84

8" PVC = 300.54

10" PVC

8" PVC

SAN. MANHOLE

TOP = 329.54

8" PVC = 324.84

8" PVC = 324.82

SAN. MANHOLE

TOP = 335.50

4" PVC = 327.32

8" PVC = 326.81

8" PVC = 326.73

" T

A C

TREE

2.04' DIA.

TREE

1.92' DIA.

TREE

1.58' DIA.

TREE

2.23' DIA.

TREE

2.39' DIA.

TREE

2.25' DIA.

TREE

1.84' DIA.

TREE

1.69' DIA.

TREE

1.61' DIA.

TREE

2.05' DIA. TREE

2.32' DIA.

TREE

1.54' DIA.

TREE

1.60' DIA.

4" PVC

8" PVC

8" P

TREE

2.42' DIA.

TREE

2.82' DIA.

18" PVC

24" PVC

18" PVC

SAN. MANHOLE

TOP = 305.60

24" PVC = 293.28

18" PVC = 293.25

10" PVC = 297.62

24" TERRA COTTA

SD MANHOLE

TOP = 308.12

24" PVC = 300.02

24" PVC = 301.97

12" PVC = 301.76

TREE

2.36' DIA.

TREE

3.11' DIA.

TREE

2.58' DIA.

TREE

0.72' DIA.

TREE

2.23' DIA.

TREE

2.37' DIA.

TREE

2.47' DIA.

TREE

1.66' DIA.

TREE

2.54' DIA.

TREE

2.31' DIA.

TREE

1.84' DIA.

TREE

3.16' DIA.

TREE

3.11' DIA.

TREE

2.59' DIA.

TREE

1.52' DIA.

CO COVERED BY

MANHOLE LID

CO COVERED BY

MANHOLE LID

CO COVERED BY

MANHOLE LID

FREDERICK AVE

ALLO

HILL RD

TAYLO

R AVE

CEMETERY

TP#

P-1

TP# P-2

TP#

P-3TP#

P-4

TP#

P-5

TP#

FREDERICK AVE

PARKING

CONC.

307.6

296.8

299.5 300.3

300.6 300.4

296.8

306.8

309.6

Shadows

Brush

296.9 296.8

Approx.

Brush

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

295.9 295.7

270.5

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

N Brush

U.C.

DENSE VEG

ETATIO

DENSE VEG

ETATIO

U.C.

GATE

CONC.

349.5

349.4

310.2310.7 310.5

PARKING

336.3

322.9

357.6

PARKING

331.5

PARKING

333.3

GATE

DENSE VEG

ETATIO

319.2

DENSE VEGETATION

U.C.

GATE

293.3 293.3

296.7

GATE

327.8

DENSE VEG

ETATIO

295.3

293.6

292.5

288.8

Shadows

289.2

302.5

C U

R B

CURB

C U

R B

CURB

C U

R B

C U

R B

CURB

C U

R B

CURB

C U

R B

C U

R B

CURB

C U

R B

CURB

C U

R B

CURB

316.9316.9

WALL

314.3

319.4

WALL

315.5 315.3

296.4296.4

WALL

Approx.

269.6

DENSE VEG

ETATIO

DENSE VEG

ETATIO

Brush

326.3

DENSE VEG

ETATIO

326.2

U.C.

Approx.

RIP-RAP

STOCKPILE

U.C.

CURB

RIP-RAP

314.9

351.2

GATE

315.4

PARKING

ALL

313.5

STORAGE

CURB

STORAGE

329.7

356.5

CURB

346.3

STOCKPILE

PARKING

325.3

337.1

335.5 335.5

P-

WALL

310.5 310.9

312.2

291.1

299.5

WALL WALL306.3

WALL

GATE

CURB305.8

293.8

CONC.

294.5

304.1

308.4

WALL

293.4

295.7

298.7 298.4

297.2

235.1 10003

289.6 10002

321.7 10001

Rocks

CURB

C U

R B

C U

R B

CURB

C U

R B

CURB

C U

R B

CURB

C U

R B

CURB

C U

R B

C U

R B

CURB

C U

R B

C U

R B

C U

R B

CURB

C U

R B

C U

R B

CURB

291.4

302.9

305.3

303.1

DENSE VEG

ETATIO

DENSE VEG

ETATIO

STEPS

CURB CURB

CURB

DENSE VEG

ETATIO

343.7

CURB

PARKING

WALL

U.C.

CURB

Shadows

Brush

WALL

CURB

296.9

351.0

299.9AREA A

AREA B

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

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

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

802-CM 3023

07.02.2021

FACILITY RENOVATION, IMPROVEMENTS AND

REPAIRSBID SET

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228

Fi le

P at h B-100

MATCHLINE - SEE SHEET B-101

Scale: 1" = 30'

0 60

KEY PLAN NOT TO SCALE

AREA B SCALE: 1"=30'

PROPERTY BOUNDARY

BUILDING

PAVEMENT

SIDEWALK / CONCRETE

MAJOR CONTOUR

MINOR CONTOUR

WATERLINE / HYDRANT

SANITARY SEWER

STORMWATER

ELECTRIC SERVICE

GAS SERVICE

CURB

WALL

GRAVE STONES

LEGEND

EXISTING

FENCE

TELEPHONE SERVICE

FIELD RUN SURVEY

TREE LINE

GAS SERVICE

PROPOSED

GENERAL NOTES

1. SUBSURFACE EXPLORATION AND GEOTECHNICAL CONSULTING SERVICES

WERE PERFORMED BY JOHN D. HYNES & ASSOCIATES, INC. DECEMBER 2020.

2. GAS MAIN AND ALTERNATE GAS MAIN ROUTES ARE FOR INFORMATIONAL

PURPOSES ONLY. BALTIMORE GAS AND ELECTRIC COMPANY (BGE) SHALL

DESIGN THE GAS MAIN. INSTALL THE GAS MAIN, AND CONNECT TO THE

EXISTING BUILDING. AN APPLICATION FOR GAS SERVICE SHALL BE SUBMITTED

TO BGE IN ORDER FOR THEM TO PREPARE THE DESIGN PLANS.

BORING LOCATIONS TP# P-2

BORING LOCATIONS

MLTPTG

06 / 29 / 2021

346346

SIGN - BLUE

STAR MEMORIAL

PLAQUE

ROOF

DRAIN

ROOF

DRAIN ROOF

DRAIN

ROOF

DRAIN

TRASHCAN

X 2

RIPRAP

DRAIN

AREA

1 STORY

BUILDING

(MAINTENANCE

GARAGE)

2 STORYWOOD AND STONE

BUILDING (ASSIST.

DIR. LODGE)

1 STORY BRICK

BUILDING

METAL

LID

ELECTRIC

STRUCTURE

ELEC

BOX

KEYPAD

GRAVEL

DRIVE

CANOPY

STONE

SIDEWALK

BILCO

DOORS

STONE SIDEW

ALK

CONC SIDEWALK

MACADAM

CONC S

8" PVC = 326.81

8" PVC = 326.73

TREE

2.25' DIA.

TREE

1.84' DIA.

TREE

1.69' DIA.

TREE

2.47' DIA.

TREE

1.66' DIA.

TREE

2.54' DIA.

TREE

2.31' DIA.

TREE

1.93' DIA. TREE

2.57' DIA.

TREE

0.55' DIA.

TREE

1.60' DIA.

TREE

1.17' DIA.

TREE

1.58' DIA.

TREE

1.21' DIA.

TREE

3.28' DIA.

1.52' DIA.

TREE

1.85' DIA.

TREE

2.55' DIA.

TREE

3.39' DIA.

GATE

CEMETERY

2 STORY

WOOD AND STONE

BUILDING

(CEMETERY OFFICE)

TP#

P-5

TP#

P-6

TP# P-7

TP# P-8

TP# B-1

TP# P-9

TP# P-10

TP# P-11

TP# P-12

PARKING

CONC.

307.6

296.8

299.5 300.3

300.6 300.4

296.8

306.8

309.6

Shadows

Brush

296.9 296.8

Approx.

Brush

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

295.9 295.7

270.5

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

DENSE VEG

ETATIO

N Brush

U.C.

DENSE VEG

ETATIO

DENSE VEG

ETATIO

U.C.

GATE

CONC.

349.5

349.4

310.2310.7 310.5

PARKING

336.3

322.9

357.6

PARKING

331.5

PARKING

333.3

GATE

DENSE VEG

ETATIO

319.2

DENSE VEGETATION

U.C.

GATE

293.3 293.3

296.7

GATE

327.8

DENSE VEG

ETATIO

295.3

293.6

292.5

288.8

Shadows

289.2

302.5

C U

R B

CURB

C U

R B

CURB

C U

R B

C U

R B

CURB

C U

R B

CURB

C U

R B

C U

R B

CURB

C U

R B

CURB

C U

R B

CURB

316.9316.9

WALL

314.3

319.4

WALL

315.5 315.3

296.4296.4

WALL

Approx.

269.6

DENSE VEG

ETATIO

DENSE VEG

ETATIO

Brush

326.3

DENSE VEG

ETATIO

326.2

U.C.

Approx.

RIP-RAP

STOCKPILE

U.C.

CURB

RIP-RAP

314.9

351.2

GATE

315.4

PARKING

ALL

313.5

STORAGE

CURB

STORAGE

329.7

356.5

CURB

346.3

STOCKPILE

PARKING

325.3

337.1

335.5 335.5

P-

WALL

310.5 310.9

312.2

291.1

299.5

WALL WALL306.3

WALL

GATE

CURB305.8

293.8

CONC.

294.5

304.1

308.4

WALL

293.4

295.7

298.7 298.4

297.2

235.1 10003

289.6 10002

321.7 10001

Rocks

CURB

C U

R B

C U

R B

CURB

C U

R B

CURB

C U

R B

CURB

C U

R B

CURB

C U

R B

C U

R B

CURB

C U

R B

C U

R B

C U

R B

CURB

C U

R B

C U

R B

CURB

291.4

302.9

305.3

303.1

DENSE VEG

ETATIO

DENSE VEG

ETATIO

STEPS

CURB CURB

CURB

DENSE VEG

ETATIO

343.7

CURB

PARKING

WALL

U.C.

CURB

Shadows

Brush

WALL

CURB

296.9

351.0

299.9

AREA C

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

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

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

802-CM 3023

07.02.2021

FACILITY RENOVATION, IMPROVEMENTS AND

REPAIRSBID SET

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228

Fi le

P at h B-101

MATCHLINE - SEE SHEET B-100

Scale: 1" = 30'

0 60

KEY PLAN NOT TO SCALE

PROPERTY BOUNDARY

BUILDING

PAVEMENT

SIDEWALK / CONCRETE

MAJOR CONTOUR

MINOR CONTOUR

WATERLINE / HYDRANT

SANITARY SEWER

STORMWATER

ELECTRIC SERVICE

GAS SERVICE

CURB

WALL

GRAVE STONES

LEGEND

EXISTING

FENCE

TELEPHONE SERVICE

FIELD RUN SURVEY

TREE LINE

GAS SERVICE

PROPOSED

BORING LOCATIONS TP# P-2

BORING LOCATIONS

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

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

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

802-CM 3023

07.02.2021

FACILITY RENOVATION, IMPROVEMENTS AND

REPAIRSBID SET

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228

Fi le

P at h B-102

SUBSURFACE BORING LOGS 1

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

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

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

802-CM 3023

07.02.2021

FACILITY RENOVATION, IMPROVEMENTS AND

REPAIRSBID SET

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228

Fi le

P at h B-103

SUBSURFACE BORING LOGS 2

F R

E D

E R

A V

MALLOW HILL RD

TAYLOR AVE

B O

S W

LL R

F R

E D

E R

A V

F R

E D

E R

A V

B O

S W

LL R

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

Phase

ARCHITECT OF RECORD

ARCHITURA CORPORATION

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

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities 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

802-CM 3023

07.02.2021

FACILITY RENOVATION, IMPROVEMENTS AND

REPAIRS

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228

F ile

P a th V-100

100100

Scale: 1" = 100'

0 200

KEY PLAN NOT TO SCALE

U.S. DEPARTMENT OF VETERAN AFFAIRS

BALTIMORE NATIONAL CEMETERY

EXISTING CONDITIONS - OVERALL

PROPERTY BOUNDARY

BUILDING

PAVEMENT

SIDEWALK / CONCRETE

MAJOR CONTOUR

MINOR CONTOUR

WATERLINE / HYDRANT

SANITARY SEWER

STORMWATER

ELECTRIC SERVICE

GAS SERVICE

CURB

WALL

GRAVE STONES

LEGEND

SURVEY NOTE

1. OVERALL AERIAL SURVEY BY AXIS GEOSPATIAL LLC. DATED JANUARY 15, 2021. PHOTOGRAPHY

FLOWN JANUARY 7, 2021.

2. FIELD TOPOGRAPHY PERFORMED BY KCI TECHNOLOGIES INC. IN DECEMBER 2020.

3. SURVEY DATUM:

HORIZONTAL DATUM: NAD83 HORIZONTAL COORDINATE DATUM, MD STATE PLANE

VERTICAL DATUM: NAVD88 VERTICAL DATUM

SET BY GNSS OBSERVATIONS USING LEICA SMARTNET RTN NETWORK

4. BENCHMARK: CAPPED REBAR

N 586520.133 E 1395135.458

ELEVATION 355.58

FENCE

I HEREBY CERTIFY THAT ALL INFORMATION INDICATED ON THIS DRAWING WAS

OBTAINED OR VERIFIED BY ACTUAL MEASUREMENTS IN THE FIELD AND THAT EVERY

EFFORT HAS BEEN MADE TO FURNISH COMPLETE AND ACCURATE INFORMATION.

7/2/2021

MICHAEL BURCHAM DATE

PROFESSIONAL LAND SURVEYOR NO. 21050

PROJECT BENCHMARKS

NUMBER NORTHING EASTING ELEVATION

1 586520.13 1395135.46 355.58

TELEPHONE SERVICE

FIELD RUN SURVEY

TREE LINE

FREDERIC

K A

M A

L L O

W H

L R

T A

Y L O

R A

V E

FREDERICK AVE

B O

S W

E L L R

AREA A

AREA B

V-101

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

Phase

ARCHITECT OF RECORD

ARCHITURA CORPORATION

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

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities 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

802-CM 3023

07.02.2021

FACILITY RENOVATION, IMPROVEMENTS AND

REPAIRS

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228

F il e P a th

MATCHLINE - SEE SHEET V-102

Scale: 1" = 30'

0 60

KEY PLAN NOT TO SCALE

AREA B SCALE: 1"=30'

AREA C

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

Phase

ARCHITECT OF RECORD

ARCHITURA CORPORATION

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

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities 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

802-CM 3023

07.02.2021

FACILITY RENOVATION, IMPROVEMENTS AND

REPAIRS

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228

F il e P a th

V-102

MATCHLINE - SEE SHEET V-101

Scale: 1" = 30'

0 60

KEY PLAN NOT TO SCALE

Parking

Conc.

307.6

296.8

299.5

300.3

300.6

300.4

296.8

306.8

309.6

Shadows

Brush

296.9 296.8

CEMETERY

Approx.

Brush

DENSE VEGETATION

295.9

295.7

270.5

DENSE VEGETATIONDENSE VEGETATION

DENSE VEGETATION

Brush

DENSE VEGETATION

U.C.

DENSE VEGETATION

U.C.

349.5

349.4

310.2310.7

310.5

Parking

CEMETERY

336.3

357.6

Parking

333.3

Gate

DENSE VEGETATION

U.C.

293.3

296.7

295.3

293.6

288.8

Shadows

289.2

DENSE VEGETATION

C U

R B

CURB

C U

R B

CURB

C U

R B

C U

R B

C U

R B

CURB

Wall

314.3

W all

319.4

Wall

Approx.

DENSE VEGETATION

Approx.

C on c.

DENSE VEGETATION

Brush

DENSE VEGETATION

U.C.

Approx.

Rip-Rap

St oc kp ile

Stockpile

U.C.

RIP-RAP

Gate

315.4

Parking

W all

Ri p-

Ra p

Wall

DENSE VEGETATION

St oc kp ile

291.1

299.5

Wall

293.8

Conc.

294.5

Wall

DENSE VEGETATION

W all

298.4

235.1 10003

289.6 10002

321.7 10001

Rocks

CURB

C U

R B

C U

R B

C U

R B

C U

R B

CURB

C U

R B

C U

R B

CURB

291.4

DENSE VEGETATION

CURB

DENSE VEGETATION

CURB

Wall

U.C.

CURB

Shadows

Brush

Wall

CURB

296.9

C U

R B

CEMETERY

FREDERICK AVE

ALLO

HILL RD

TAYLO

R AVE

AREA A

AREA C

AREA B

LIMIT OF DISTURBANCE = 43 SF

SCE

LIMIT OF DISTURBANCE = 43 SF

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

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

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

802-CM 3023

07.02.2021

FACILITY RENOVATION, IMPROVEMENTS AND

REPAIRSBID SET

Baltimore National Cemetery 5501 Frederick Avenue, Baltimore, MD 21228

Fi le

P at h CG-100

150150

Scale: 1" = 150'

0 300

GENERAL NOTES

1. FOR SEQUENCE OF CONSTRUCTION, SEE SHEET GC-101

2. ALL DISTURBED AREAS NOT IN PAVING SHALL BE STABILIZED WITH SOD AT THE

END OF EACH SHIFT.

3. INSPECTION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL BEST

MANAGEMENT PRACTICES SHALL OCCUR ON A WEEKLY BASIS, BEFORE ANY

ANTICIPATED PRECIPITATION EVENTS, AND AFTER ALL PRECIPITATION EVENTS.

4. FILTER LOGS SHOULD BE INSTALLED AT LEVEL GRADE. BOTH ENDS OF EACH LOG

SECTION SHOULD BE EXTENDED AT LEAST 8 FEET UPSLOPE AT 45 DEGREES TO

THE MAIN BARRIER ALIGNMENT. SUPPORT STAKES SHALL BE SPACED AT A

MAXIMUM OF 4 FEET. SEDIMENT MUST BE REMOVED WHEN ACCUMULATIONS

REACH ½ THE ABOVE GROUND HEIGHT OF THE FILTER FENCE.

5. ANY FILTER LOG SECTION WHICH HAS BEEN UNDERMINED OR TOPPED MUST BE

IMMEDIATELY REPLACED.

6. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE

POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE

OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO

MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION.

7. UNTIL THE SITE IS STABILIZED WITH SOD, ALL E&S BMPS SHALL BE MAINTAINED

PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL E&S BMPS

PRIOR TO ANY ANTICIPATED STORM EVENT, AFTER EACH RUNOFF EVENT AND ON

A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK,

INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING,

REMULCHING, AND RENETTING, MUST BE PERFORMED IMMEDIATELY. IF THE E&S

BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS

OF THOSE INSTALLED, WILL BE REQUIRED.

8. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE

SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT

SEQUENCE MUST BE APPROVED IN WRITING BY COR PRIOR TO IMPLEMENTATION.

9. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL

TO REMOVE TREES, VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL.

10. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE

AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE.

GENERAL SITE CLEARING, GRUBBING, AND TOPSOIL STRIPPING MAY NOT

COMMENCE IN ANY STAGE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY

THE BMP SEQUENCE FOR THAT STAGE HAVE BEEN INSTALLED AND ARE

FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

11. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS

OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS.

THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING

AND GRUBBING OPERATIONS BEGIN.

12. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF AT AN APPROVED

DISPOSAL SITE.

13. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH

OF THREE TO FIVE INCHES -- SIX TO 12 INCHES ON COMPACTED SOILS -- PRIOR TO

PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM

FOUR INCHES OF TOPSOIL IN PLACE PRIOR TO SODDING. FILL SLOPES SHALL

HAVE A MINIMUM OF TWO INCHES OF TOPSOIL.

14. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE,

SETTLEMENT, SUBSIDENCE, OR OTHER RELATED PROBLEMS. FILL INTENDED TO

SUPPORT BUILDINGS, STRUCTURES, AND CONDUITS, ETC. SHALL BE COMPACTED

IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

15. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED

NINE INCHES IN THICKNESS. 95% COMPACTION IN PERVIOUS AREAS AND 92%

COMPACTION IN IMPERVIOUS AREAS.

16. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR

OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH

OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

17. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS

SHALL NOT BE INCORPORATED INTO FILLS.

18. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES.

19. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON

REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK

FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE

WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE

BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

20. PERMANENT STABILIZATION IS DEFINED AS 100% COVERED WITH SOD IN

PERVIOUS AREAS.

21. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO

THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY

ANOTHER BMP APPROVED BY RE/COR.

22. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY E&S BMPS

MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF

THE E&S BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID

REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE

DONE ONLY DURING THE GERMINATING SEASON.

23. THE SITE WILL BE RESTORED TO ITS PREDEVELOPMENT CONDITION AFTER

COMPLETION OF CONSTRUCTION AND FINAL STABILIZATION.

24. NUTRIENTS AND/OR FERTILIZERS SHALL BE APPLIED IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS AND OR AN APPROVED NUTRIENT

MANAGEMENT PLAN AND SHALL NOT BE APPLIED DURING RAINFALL EVENTS.

EROSION AND SEDIMENT CONTROL

PLAN

MPDPTG

LIMIT OF DISTURBANCE

18" DIAMETER FILTER LOG

LEGEND

SYMBOL

TOTAL LOD = 4,804 SF

STABILIZED CONSTRUCTION ENTRANCE

06/28/2021

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