1596300_dwg_12of35_V1_Civil.pdf

PDF 6 MB Posted

Attached to
Design Bid-Build P228 ATC Tower and Air Operations, Marine Corps Air Station, Cherry Point, North Carolina
Solicitation number
N4008522R2504
Issued by

View the file

Other files

File Type Posted
AMEND 0010 UPDATED WAGE DETERMINATION FOR P228.pdf PDF
AMENDMENT 0011 FOR P228 ATC TOWER.pdf PDF
AMENDMENT 0009.pdf PDF
Amendment 0008.pdf PDF
AMENDMENT 0007 FOR P228.pdf PDF
UPDATED REVISED BID SCHEDULE FOR P228.pdf PDF
AMENDMENT 0006 FOR P228.pdf PDF
PPI LOG 04 FOR P228.pdf PDF
AMENDMENT 0005 FOR P228.pdf PDF
UPDATED BID SCHEDULE FOR P228.pdf PDF
P228 PPI LOG 03.pdf PDF
P228 AMENDMENT 0004.pdf PDF
PPI LOG 02 FOR P228.pdf PDF
P228 AMENDMENT 0003.pdf PDF
P228 AMENDMENT 0003 DOCUMENT FOR PPI 4-7.pdf PDF
P228 AMENDMENT 0002.pdf PDF
AMENDMENT 0002-DRAWING REFERENCES.pdf PDF
P228 PPI LOG 01.pdf PDF
AMENDMENT 0001 FOR P228.pdf PDF
Site Visit Log P228.pdf PDF
Attachment D - Past Performance Questionnaire.docx DOCX document
1596300_dwg_24of35_V2_Architectural.pdf PDF
1596300_dwg_16of35_V1_Civil.pdf PDF
1596300_dwg_28of35_V3_Equipment.pdf PDF
1596300_dwg_05of35_V1_Civil.pdf PDF
1596300_dwg_14of35_V1_Civil.pdf PDF
1596300_dwg_33of35_V4_Electrical.pdf PDF
1596300_dwg_06of35_V1_Civil.pdf PDF
1596300_dwg_21of35_V1_Landscape.pdf PDF
RFP FOR P228 ATC TOWER.pdf PDF
1596300_dwg_23of35_V2_Structural.pdf PDF
1596300_dwg_01of35_V1_General.pdf PDF
1596300_dwg_22of35_V2_General.pdf PDF
Attachment A - Pre-Propsal Injuiries Log.doc DOC document
1596300_dwg_17of35_V1_Civil.pdf PDF
1596300_dwg_09of35_V1_Civil.pdf PDF
1596300_dwg_15of35_V1_Civil.pdf PDF
Attachment E - Historical Small Business Utilization.docx DOCX document
1596300_dwg_04of35_V1_Survey-Geotechnical.pdf PDF
1596300_dwg_34of35_V4_Telecommunications.pdf PDF
1596300_dwg_26of35_V2_Interiors.pdf PDF
USCG MULTI-USE COMPLEX - 00 01 15 LIST OF DRAWINGS 100422.pdf PDF
Attachment F - Small Business Participation Commitment Document.docx DOCX document
ATTACHMENT B BID SCHEDULE FOR P228 ATC TOWER.pdf PDF
JA ML-23-07 CHPT P228 Fire Protection_Redacted.pdf PDF
Attachment H- PIEE Vendor Access Instructions.pdf PDF
1596300_dwg_35of35_V4_Telecommunications.pdf PDF
1596300_dwg_11of35_V1_Civil.pdf PDF
1596300_dwg_27of35_V3_General.pdf PDF
1596300_spc01of01.pdf PDF
Show 40 more

Latest 50 of 68 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

LOC

LO

C

LO

C

LO

C

LO

C

LOCLOCLOC

LOC

LOC

LOCLOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

25.5

.5

25.0

25.0

24.0

.025 .0

27.0

26.0

25.0

25.0 27.0

26.0

27.0

26.0 26.0

.0

.0

.0

24.0

24.024.025.025.0

25.0

25.0

27.026.0

25.0

27.0

27.0

NO PARKINGNO

P

AR

KI

NG

X

X

X X

X X

X

X X X X X

X X

X X

XX

6TH AVENUE

LOC

LOC

LO

C

LOC

LO

C

LO

C

LO

C

LOC LO

C

LOC LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LOCLOCLOC

LO

C

LO

C

LO

C

LOC

LOC

LOCLOC

LOC

LOC

LOC

LOC LOC

LO

C

LO

C

LO

C

LOC

LO

C

LO

C

LOCLOC

LO

C

LO

C

LO

C

LOC LOC LOC LOC LOC

LO

C

LOC

X

X

X

NO PARKING

LA

NE

LANE

NO

P

AR

KI

NG

LANE

FIRE

NO PARKING

P

FI

RE P

FIRE

P

LANE

FIRE

P

X

SEE SHEET CS101, CS111, AND CS121

SEE SHEET CS102 AND CS122 SEE SHEET CS102A

TA

XI

W

AY

H

BID OPTION - MAINTENANCE ROAD

BID OPTION - MTRACON/RMD PARKING

1" = 100'A2 OVERALL SITE PLAN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

SCALE IN FEET

100' 200'

KEY PLAN

PLAN

NORTH

GENERAL SITE NOTES

1. BUILDING COORDINATES ARE MEASURED AT THE OUTSIDE FACE

OF BUILDING FOUNDATION. CURB COORDINATES ARE

MEASURED TO THE FACE OF CURB. PAVEMENT AND SIDEWALK

COORDINATES ARE MEASURED TO THE EDGE OF PAVEMENT.

2. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE INDICATED.

3. PLACEMENT OF ASPHALT SURFACE COURSE SHOULD NOT

OCCUR UNTIL ALL MAJOR CONSTRUCTION HAS BEEN

COMPLETED FOR PAVEMENT AREAS SUBJECT TO

CONSTRUCTION TRAFFIC. RESTRICT MOVEMENT OF

CONSTRUCTION EQUIPMENT OVER AGGREGATE BASE COURSE

AND INCREASE DEPTH OF BASE COURSE AS NECESSARY TO

ACCOMMODATE CONSTRUCTION TRAFFIC.

4. UNDERLYING BASE COURSE FOR ALL PAVEMENT AREAS SHOULD

EXTEND A MINIMUM OF TWO FEET BEYOND THE EDGE OF

SURFACE COURSE. IS

SU

ED

F

OR

B

ID

/18 /22

CS100

X

ROTATION= -44.30598240

R O

TA

TI

O N

=45 .6

PLAN

NORTH

CS101

CS102

CS102A

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

A 08/18/22

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOCLOCLOC

LO

C

LOCLOCLOCLOCLOCLOCLOCLOC

LOC

LOCLOC

LOCLOC

LO

C

LOC

LOC

LOC

LO

C

LOC

LOC

LOC

LOC LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC LOC

LOC

LOC

LOC

LOC

6TH AVENUE

FIRE PUMP

HOUSE

ATCT

FFE 28.00

RMD

FFE 28.00

MTRACON

FFE 28.00

X

XX

X X

X

X X

X

XXXX

X X

X X

X X

X X

X X

X X

X X

X X

X

X X X X

X X

X

X X

X X X X X X X X X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

XXXXXX

X

X

NO

P

AR

KI

NG NO PARKING

D

CO

S S

S

CO

CO

S

S

S

CO

CO

CO

BEGIN

BEGIN

BEGIN

4TYP

8 BEGIN

BEGIN 1

1 END

LIMITS OF CONSTRUCTION

1BEGIN 3

1END

END

8 END

3 END

24'

BEGIN

9 END

9 END

11 26'

15'

13 TYP

9BEGIN

9 END

13TYP

16 16

12'

12'

24 END

24 BEGIN

TYP

46'

EACH SIDE

A1 SITE PLAN - AREA 1

GENERAL NOTES

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PLAN

NORTH

KEY PLAN

1" = 30' 0

SCALE IN FEET

30' 60'

PLAN

NORTH

1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.

2. SEE SHEET CS100 FOR OVERALL SITE PLAN.

3. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235

AND BUILDING 144 DEMOLITION DESIGN DOCUMENTS.

IS

SU

ED

F

OR

B

ID

CS101

CS102

CS102A

WORK NOTES

1. CONCRETE CURB AND GUTTER

2. CONCRETE HEADER CURB

3. CURB TAPER

4. 90° PARKING SPACE

5. ADA PARKING SPACE

6. PEDESTRIAN TURNSTYLE

7. SECURE PERSONNEL GATE W/ CARD READER

8. FE-6-TR-84 CHAIN-LINK FENCE

9. CABLE REINFORCING FOR CHAIN-LINK FENCE

10. SCREENED CHAIN-LINK FENCE

11. K4 RATED MOTORIZED SLIDE GATE, SIZE AS INDICATED

12. MANUAL DOUBLE SWING GATE

13. BOLLARD

14. CHEVRON STRIPING

15. REPLACE SIDEWALK FOR UTILITY INSTALLATION

16. CARD READER LOCATION

17. CURB RAMP, SEE NCDOT 848.05

18. CURB RAMP, SEE NCDOT DIRECTIONAL RAMP TYPE 1B

19. 10' X 10' CANOPY

20. KNOX BOX

21. ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWIINGS

22. DIESEL GENERATOR, SEE ELECTRICAL DRAWINGS

23. DIESEL STORAGE TANK, SEE ELECTRICAL DRAWINGS

24. AGGREGATE MAINTENANCE ROAD

25. LIMITS OF TEMPORARY METAL SHEETING FOR ATCT

FOUNDATION INSTALLATION.

HATCH LEGEND

A1

CS504B2

CS505

B1

CS503 B3

CS503A1

CS509

A1

CS507

A3

CS509

A1

CS511

B1

CS514C4

CS509

A1

CS505

X

A4

CS509

A2

CS504A2

CS503 C1

CS505

LANDSIDE HEAVY DUTY

ASPHALT PAVEMENT

LANDSIDE LIGHT DUTY

ASPHALT PAVEMENT

SIDEWALK

C2

CS516

A4

CS516

C1

CS505

A4

CS502AGGREGATE

MAINTENANCE ROAD

CS101

C1 S-511

EXTERIOR EQUIPMENT

PAD

LANDSIDE CONCRETE

PAVEMENT

C3

CS516

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

LOCLO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LO

C

LO

C

LO

C

LOC

LO

C

LOC

LOC

LOC

LO

C

LOC

LOC LOC LOC LOC LOC

LOC

LOC

LOC LOC LOC

LO

C

LO

C

LOC LOC LOC LOC

X X

X

X X

X

X X

X

XX

X X X X

O

FA

O

FA

O

FA

OFA

OFA

OFA

O

FA

OFA OFA OFA OFA OFA OFA OFA OFA

O

FA

O

FA

O

FA

O

FA

OFA

OFA

OFA

OFA

X

X X X X X

NO PARKING

LANE

LANE

NO PARKING

LA

NE

FI

RE

NO PARKING

P

FIRE

P

FIRE

P

LANE

FIRE

P

AIRFIELD

OPERATIONS

BUILDING

X X X

XX

XX

D

CO

CO

CO

CO

16'16'

BEGIN END

BEGIN

END

TYP

TYP

BEGIN, TIE

TO EXISTING

END

TYP

TYP

END

END

END

END

BEGIN

BEGIN

BEGIN

END

END

END

BEGIN

BEGIN

BEGIN

END

TYP

BEGIN

BEGIN

BEGIN

END

END

BEGIN, TIE

TO EXISTING

TYP

725 22 2427 23

11 39

BID OPTION

VEHICLE CANOPY

1 TYP

SEE SHEET CU102 FOR

EXTENTS OF LANDSIDE

HEAVY DUTY ASPHALT

REQUIRED FOR UTILITY

TRENCH

34 34

A1 SITE PLAN - AREA 2

GENERAL NOTES

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PLAN

NORTH

WORK NOTES

KEY PLAN

1" = 30' 0

SCALE IN FEET

30' 60'

PLAN

NORTH

1. BOLLARD

2. REMOVABLE BOLLARD

3. 90° PARKING SPACE

4. WHEEL STOP

5. CHEVRON STRIPING

6. ENCLOSED DUMPSTER PAD

7. FE-6-TR-84 CHAIN-LINK FENCE

8. MOTORIZED SLIDE GATE, 20' CLEAR OPENING

9. MANUAL DOUBLE SWING GATE, SIZE AS INDICATED

10. CONCRETE STOOP, TYPE A

11. CONCRETE STOOP, TYPE B

12. RED CARPET MARKING, 5' WIDE NON-REFLECTIVE RED STRIPE

13. CONNECT TO P-235 SIDEWALK

14. CONNECT TO P-235 RECONSTRUCTED 6TH AVENUE

15. FLIGHT LINE SERVICE ROAD EDGE MARKING

16. FLIGHT LINE SERVICE ROAD CENTERLINE MARKING

17. FLIGHT LINE SERVICE ROAD STOP BAR MARKING

18. FLIGHT LINE RESTRICTED AREA RED LINE MARKING

19. PEDESTRIAN WALK WAY MARKING, 8" WHITE

20. LANDSIDE SERVICE ROAD MARKING, 4" WHITE

21. COOLING TOWER EXTERIOR EQUIPMENT PAD, SEE MECHANICAL

AND STRUCTURAL SHEETS

22. DIESEL GENERATOR, SEE ELECTRICAL SHEETS

23. TRANSFORMER, SEE ELECTRICAL SHEETS

24. MANUAL TRANSFER SWITCHES, SEE ELECTRICAL SHEETS

25. LOAD BANK, SEE ELECTRICAL SHEETS

26. DIESEL FUEL STORAGE TANK, SEE ELECTRICAL SHEETS

27. 3-WAY SWITCH, SEE ELECTRICAL SHEETS

28. ELECTRICAL EXTERIOR EQUIPMENT PAD, SEE STRUCTURAL

SHEETS

29. LIMITS OF BUILDING 131 DEMOLITION SHOWN FOR REFERENCE

ONLY

30. NEW ELECTRONIC SCALE, SEE ELECTRICAL AND STRUCTURAL

SHEETS

31. BID OPTION VEHICLE CANOPY, SEE ARCHITECTURAL SHEETS

32. DETECTABLE WARNING DOMES, SEE NCDOT STANDARD DETAIL

848.05

33. CONCRETE CURB AND GUTTER

34. 8' WHITE STENCILED LETTERS PAVEMENT MARKINGS. IN

ACCORDANCE WITH BASE STANDARDS OR AS DIRECT BY COR.

35. CROSSWALK STRIPING, SEE NCDOT STANDARD DETAIL 1205.07

36. CONCRETE SIDEWALK

37. CURB RAMP, SEE NCDOT STANDARD DETAIL 848.05

38. CARD READER, SEE TELECOMMUNICATIONS SHEETS

39. CONCRETE STOOP, TYPE C

A2

CS504

1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.

2. SEE SHEET CS100 FOR OVERALL SITE PLAN.

3. SEE SHEET CS142 FOR AIRFIELD PAVEMENT JOINTING PLAN.

4. SEE SHEET CS152 FOR AIRFIELD PAVEMENT JOINTING ELEVATION PLAN.

5. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235 DESIGN

DOCUMENTS.

IS

SU

ED

F

OR

B

ID

A4

CS504 B1

CS503B2

CS503

A1

CS507A1

CS506 C4

CS509B3

CS504 B3

CS504

D3

CS503D3

CS503 D1

CS503

MATCH LINE SHEET CS102A

A2

CS503C1

CS508

A1

CS504

C1

CS505

X

HATCH LEGEND

C4

CS516

LANDSIDE HEAVY DUTY

ASPHALT PAVEMENT

LANDSIDE CONCRETE

PAVEMENT

SIDEWALK

C2

CS516

C3

CS516

C1

CS505

AIRSIDE CONCRETE

PAVEMENT

CS102

CS101

CS102

CS102A

D3

CS503

C1 S-511

EXTERIOR EQUIPMENT

PAD

B3

CS504

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

LOCLOCLO

C

LO

C

LO

C

LO

C

O

FA

O

FA

O

FA

O

FA

O

FA

A1 SITE PLAN - AREA 2

GENERAL NOTES

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PLAN

NORTH

KEY PLAN

1" = 30' 0

SCALE IN FEET

30' 60'

PLAN

NORTH CS101

CS102

1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.

2. SEE SHEET CS100 FOR OVERALL SITE PLAN.

3. SEE SHEET CS142A FOR AIRFIELD PAVEMENT JOINTING PLAN.

4. SEE SHEET CS152A FOR AIRFIELD PAVEMENT JOINTING

ELEVATION PLAN.

IS

SU

ED

F

OR

B

ID

WORK NOTES

1. AIRSIDE CONCRETE PAVEMENT C4

CS501

X

MATCH LINE SHEET CS102

CS102A

HATCH LEGEND

C4

CS516

AIRSIDE CONCRETE

PAVEMENT

CS102A

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOCLOCLOC

LO

C

LOCLOCLOCLOCLOCLOCLOCLOC

LOC

LOCLOC

LOCLOC

LO

C

LOC

LOC

LOC

LO

C

LOC

LOC

LOC

LOC LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC LOC

LOC

LOC

LOC

LOC

6TH AVENUE

ATCT

FFE 28.00

RMD

FFE 28.00

NO PARKINGNO

P

AR

KI

NG

MTRACON

FFE 28.00

X

XX

X X

X

X X

X

X

X

XXXX

X X

X X

X X

X X

X X

X X

X X

X X

X

X X X X

X X

X

X X

X X X X X X X X X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

XXXXXX

D

CO

S S

S

CO

CO

S

S

S

CO

CO

CO

2END

BEGIN

TYP4

TYP

TYP

TYP

TYP

6TYP

BID OPTION - MTRACON/RMD PARKING

BID OPTION - MAINTENCE ROAD

CURB KNOCKOUT

2' - 0"

A1 BID OPTION SITE PLAN - AREA 1

GENERAL NOTES

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PLAN

NORTH

KEY PLAN

1" = 30' 0

SCALE IN FEET

30' 60'

PLAN

NORTH

1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.

2. SEE SHEET CS100 FOR OVERALL SITE PLAN.

3. WORK NOTES SHOWN ON THIS SHEET ONLY INDICATE BID

ALTERNATE ITEMS. SEE SHEET CS101 FOR WORK ITEMS

PERTAINING TO BASE BID.

4. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235

AND BUILDING 144 DEMOLITION DESIGN DOCUMENTS.

IS

SU

ED

F

OR

B

ID

CS111

CS102

CS102A

WORK NOTES

1. SIDEWALK CULVERT

2. CONCRETE HEADER CURB

3. CURB TAPER

4. 90° PARKING SPACE

5. ADA PARKING SPACE

6. MOTORCYCLE PARKING SPACE

7. BARRIER ARM AND CARD READER

8. PEDESTRIAN CROSSWALK, SEE NCDOT DETAIL 1205.07

HATCH LEGEND

C4

CS505B2

CS505

B1

CS503 B3

CS503

A1

CS510

A1

CS505

A3

CS503

X

SEE GENERAL NOTE 3

LANDSIDE HEAVY DUTY

ASPHALT PAVEMENT

C2

CS516

LANDSIDE LIGHT DUTY

ASPHALT PAVEMENT

SIDEWALK

C3

CS516

C1

CS505

LANDSIDE CONCRETE

PAVEMENT

A4

CS516

CS111

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

CS100 - OVERALL SITE PLAN
CS101 - SITE PLAN - AREA 1
CS102 - SITE PLAN - AREA 2
CS102A - SITE PLAN - AREA 2
CS111 - BID OPTION SITE PLAN - AREA 1

2022-08-15T07:01:58-0400

2022-08-15T07:02:11-0400

2022-08-15T07:02:13-0400

2022-08-15T07:02:14-0400

2022-08-15T07:02:16-0400

2022-09-22T09:01:12-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2022-09-22T09:01:28-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2022-09-22T09:01:28-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2022-09-22T09:01:29-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2022-09-22T09:01:30-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2022-09-22T09:01:55-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2022-09-22T09:02:09-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2022-09-22T09:02:10-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2022-09-22T09:02:11-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2022-09-22T09:02:11-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

File details come from the government source that posted it. Updated .