Attachment S - 1806701Amend0002dwg.pdf

PDF 14 MB Posted Apr 14, 2025

Attached to: MILITARY CONSTRUCTION PROJECT (MILCON) P1062 DESIGN-BID-BUILD, DRY DOCK 3 MODERNIZATION, NORFOLK NAVAL SHIPYARD, PORTSMOUTH, VIRGINIA
Solicitation number: N6247024R0062
Issued by: Department of the Navy Naval Facilities Engineering Command

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File	Type	Posted
N6247024R0062 0009.pdf	PDF	Jun 12, 2025
Attachment AM - 1806701Amend0009-SPC-APPENDIX A2.pdf	PDF	Jun 12, 2025
Attachment AL - 1806701Amend0009-DWG.pdf	PDF	Jun 12, 2025
Attachment AM - 1806701Amend0008-DWG.pdf	PDF	Jun 5, 2025
Attachment AL - 1806701Amend0008-SPC.pdf	PDF	Jun 5, 2025
N6247024R0062 0008.pdf	PDF	Jun 5, 2025
N6247024R0062 0007.pdf	PDF	Jun 4, 2025
N6247024R0062 0006.pdf	PDF	May 30, 2025
Attachment AK - Utility Bridge.pdf	PDF	May 30, 2025
Attachment AJ - 1806701Amend0005-DWG.pdf	PDF	May 15, 2025
Attachment D - Historical_Small_Business_Utilization (2).pdf	PDF	May 15, 2025
Attachment E - Small_Business_Participation_Commitment_Document (1).pdf	PDF	May 15, 2025
N6247024R0062 0005.pdf	PDF	May 15, 2025
Attachment AG - 1806701Amend0004dwg.pdf	PDF	May 9, 2025
Attachment AI - MIL-DTL-29229B.pdf	PDF	May 9, 2025
N6247024R0062 - 0004.pdf	PDF	May 9, 2025
Attachment AH - 18906701Amend0003-SPC-APPENDIX A2.pdf	PDF	May 9, 2025
ATTACHMENT AF - DD3 EPA Schedule.pdf	PDF	May 2, 2025
Attachment W - 1806701Amend0003-SPC-APPENDIX K.pdf	PDF	May 2, 2025
Attachment Z - DD3 SID Package.pdf	PDF	May 2, 2025
ATTACHMENT AD - Davis-Bacon Act WD VA20250209.pdf	PDF	May 2, 2025
Attachment V - 1806701Amend0003-SPC-APPENDIX I.pdf	PDF	May 2, 2025
ATTACHMENT AE - Award Fee Plan.pdf	PDF	May 2, 2025
Attachment AA - Site Visit Photos.pdf	PDF	May 2, 2025
Attachment X - 1806701Amend0003 - DWG.pdf	PDF	May 2, 2025
Attachment Y - DD3 FFE Package.pdf	PDF	May 2, 2025
N6247024R0062 0003.pdf	PDF	May 2, 2025
Attachment U - 1806701Amend0003-SPC-APPENDIX A1.pdf	PDF	May 2, 2025
ATTACHMENT AC - Davis-Bacon Act WD VA20250161.pdf	PDF	May 2, 2025
ATTACHMENT AB - Davis-Bacon Act WD VA20250001.pdf	PDF	May 2, 2025
Attachment Q - LANT JA HSQ Technologies_Redacted.pdf	PDF	Apr 14, 2025
Attachment P - DD3 RFP Site Visit Handout.pdf	PDF	Apr 14, 2025
Attachment R - LANT JA Limitorque_Redacted.pdf	PDF	Apr 14, 2025
Revised Attachment G - Price Proposal Form Amend 0002.pdf	PDF	Apr 14, 2025
N6247024R0062 0002.pdf	PDF	Apr 14, 2025
Attachment O - Site Visit Log.pdf	PDF	Apr 14, 2025
Attachment T - DD3 Record of Categorical Exclusion.pdf	PDF	Apr 14, 2025
Attachment N - Directions to PWD_ROICC trailer.pdf	PDF	Mar 21, 2025
Attachment K - 2025 RIOCC CVS SPONSOR NNSY TEMPLATE.xlsx	XLSX spreadsheet	Mar 21, 2025
N6247024R0062 Amendment 0001.pdf	PDF	Mar 21, 2025
Attachment L - 2025 RIOCC ODP DBIDS.xlsx	XLSX spreadsheet	Mar 21, 2025
Attachment M - SECNAV 5512 exp 2027.pdf	PDF	Mar 21, 2025
1806701-SPC-APPENDIX C.pdf	PDF	Mar 5, 2025
1806701-SPC-APPENDIX G.pdf	PDF	Mar 5, 2025
Attachment B - Past_Performance_Questionnaire (1).docx	DOCX document	Mar 5, 2025
DON SAP Single Source (Schneider MX1XF) - ELS Redacted.pdf	PDF	Mar 5, 2025
Attachment F - Individual_Small_Business_Subcontracting_Plan.pdf	PDF	Mar 5, 2025
Attachment E - Small_Business_Participation_Commitment_Document (1).pdf	PDF	Mar 5, 2025
1806701-DWG-12of15.pdf	PDF	Mar 5, 2025
P1062 DD3 Modernization Complex Award Fee Plan.pdf	PDF	Mar 5, 2025

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12"SW

/ / / / / / / / /IP

DEMOLISH CAPSTAN

(SEE STRUCTURAL)

DEMOLISH CAPSTAN

(SEE STRUCTURAL)

SEE NOTE 6

COPING WALL

12"

12" DI

FROG #26

FROG #25

FROG #24

TYP

CD501

27 20

CD501

TYP

SHEET NOTES

1. SEE V-001 & V-002 FOR EXISTING CONDITIONS SURVEY LEGEND AND NOTES.

2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL CIVIL

NOTES.

3. SEE C-002 THROUGH C-004 FOR EROSION CONTROL NOTES, AND DRAINAGE

NARRATIVE.

4. EXISTING PAVEMENT MARKINGS NOT SHOWN FOR CLARITY.

5. SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION OF

ELECTRICAL/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.

6. SEE SD DRAWINGS FOR DEMOLITION IN DRY DOCK , UTILITY TUNNEL, AND

UNDERGROUND CRANE FOUNDATION.

7. BACKGROUND SHOWN IS A COMBINATION OF SURVEY AND HISTORICAL

RECORDS.

8. PROTECT EXISTING CAPSTAN FOUNDATIONS FOR THE DURATION OF THE

CONSTRUCTION.

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

O N

D A

P P

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING

D E

P A

E N

T O

E N

A V

Y N

A V

A L

E N

E E

G S

Y S

S C

O M

M A

N D

- N

, V

H, V

CAH/ELS

WILLIAM B. FORBES, PE

DSN

1806701

UNCLASSIFIED

MICHAEL A. WASSELL

NNSY CODE 900F.1

DIVISION HEAD

11/20/2024

WILLIAM B. FORBES, PE

NAVFAC ATLANTIC

ENGINEERING & DESIGN DIRECTOR

01/14/2025

0 20'10'

AREA 110 - CD110 PLAN

NORTH

SCALE: 1" = 10'

AREA 103 - CIVIL DEMOLITION AND EROSION CONTROL PLAN

102101 103 104 105 106

107 108 109

115 114

DRY DOCK 2

DRY DOCK 4

DRY DOCK 3

KEY PLAN

PLAN

NORTH

1. DEMOLISH CONCRETE PAVEMENT, FULL DEPTH.

2. DEMOLISH ASPHALT PAVEMENT, FULL DEPTH. SAWCUT EXISTING

ASPHALT PAVEMENT AT PERIMETER WHERE ASPHALT PAVEMENT

DOES NOT MEET CONCRETE OR OTHER FINISHED EDGE NOT

REQUIRED TO BE DEMOLISHED. SEE DEMOLITION NOTES C-002.

3. DEMOLISH CHAIN LINK FENCE AND CONCRETE FENCE POST

FOUNDATIONS. SEE CALLOUT FOR HEIGHT.

6. DEMOLISH CRANE RAIL, BASE PLATES, AND HARDWARE.

8. REMOVE RAIL FROG AND SALVAGE FOR REINSTALLATION.

9. DEMOLISH RAILROAD TRACK, TIES, AND HARDWARE.

10. DEMOLISH SWITCH-SET INCLUDING LIDS, THROW SWITCH, SWITCH

RAILS, RAIL SPACERS, SWITCH BOX, AND HARDWARE.

11. REMOVE RAILROAD TRACK. SALVAGE RAIL FOR REINSTALLATION.

15. DEMOLISH COMPRESSED AIR PIPING AND APPURTENANCES. SEE

CALLOUT FOR SIZE AND TYPE.

17. DEMOLISH SALTWATER PIPING AND APPURTENANCES. SEE CALLOUT

FOR SIZE AND TYPE.

20. DEMOLISH STORM DRAIN PIPING. SEE CALLOUT FOR SIZE AND TYPE.

22. TEMPORARY PIPE CAP

27. DEMOLISH STORM DRAIN INLET OR YARD DRAIN.

30. DEMOLISH VALVE, CONFIRM UTILITY HAS BEEN TAGGED AS

ABANDONED WITH OUTAGE COORDINATOR. ABANDON REMAINING

UTILITY AT EXTENT OF EXCAVATION.

36. DEMOLISH MOORING BOLLARD (SEE SD-508).

42. SEE MECHANICAL DEMOLITION DRAWINGS FOR UTILITIES WITHIN THE

EXISTING UTILITY TUNNEL.

SHEET KEYNOTES

JMW

NTJ MM JAG

14144782

CD103

AS NOTED

/2 8/

AutoCAD SHX Text

RRSW

AutoCAD SHX Text

UV TEST

AutoCAD SHX Text

METAL BLDG 1802

AutoCAD SHX Text

1 STORY CONC BLDG 407

AutoCAD SHX Text

FFE=103.47

AutoCAD SHX Text

FFE=103.13

AutoCAD SHX Text

STORAGE AWNING

AutoCAD SHX Text

FFE=102.12

AutoCAD SHX Text

RR SWITCH

AutoCAD SHX Text

CAP

AutoCAD SHX Text

PAD

AutoCAD SHX Text

UVLT

AutoCAD SHX Text

CAP

AutoCAD SHX Text

GRATED UVLT

AutoCAD SHX Text

CONC

AutoCAD SHX Text

VALVE RACK

AutoCAD SHX Text 10"V

AutoCAD SHX Text 12"V

AutoCAD SHX Text 4"V

AutoCAD SHX Text 6"V

AutoCAD SHX Text

12"V DATR

AutoCAD SHX Text

30"V DATR

AutoCAD SHX Text 8"V

AutoCAD SHX Text

12"V DATR

AutoCAD SHX Text

DATR

AutoCAD SHX Text 12"V

AutoCAD SHX Text 8"V

AutoCAD SHX Text

2" DATR

AutoCAD SHX Text

GRATED UVLT

AutoCAD SHX Text

CLEAT(TYP)

AutoCAD SHX Text 12"C

AutoCAD SHX Text

RAILING ON WALL

AutoCAD SHX Text

BLDG 215

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

7'CLF

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

W STUB

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text

12"SW ABAN

AutoCAD SHX Text

AIRV

AutoCAD SHX Text

8"AIR

AutoCAD SHX Text

8"AIR

AutoCAD SHX Text

14"AIR

AutoCAD SHX Text

14"AIR

AutoCAD SHX Text

2"AIR (QLD)

AutoCAD SHX Text

1"FW (QLD)

AutoCAD SHX Text

E-DUCT (QLD)

AutoCAD SHX Text

0.5"AIR (QLD)

AutoCAD SHX Text

4"SW

AutoCAD SHX Text

AIR(QLD)

AutoCAD SHX Text

AIR STUB

AutoCAD SHX Text

E-DUCT (QLD)

AutoCAD SHX Text

6"SFF(QLD)

AutoCAD SHX Text

8"FW(QLD)

AutoCAD SHX Text

E(QLD)

AutoCAD SHX Text

8"FW

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

6"FW

AutoCAD SHX Text

6"FW

AutoCAD SHX Text

FENCED SUBSTATION

AutoCAD SHX Text

6"FW

AutoCAD SHX Text

6"FW (SFF)

AutoCAD SHX Text

6"FW

AutoCAD SHX Text 6"

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

12"SW

AutoCAD SHX Text

12"SW

AutoCAD SHX Text

E-DUCT TO BUILDING

AutoCAD SHX Text

12"SW

AutoCAD SHX Text

8"FW

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

4"AIR ABAN

AutoCAD SHX Text

4"AIR ABAN

AutoCAD SHX Text E

AutoCAD SHX Text R

W (Q

12"SW ABAN

IP IP

DEMOLISH CAPSTAN

(SEE STRUCTURAL)

12" 8" DI

SEE NOTE 6

12" DI

12" DI12" DI

COPING WALL

4" TYP

8"8" 6"

CD501

20 16

42 42

2020 202727

4' 3

12" DI17

SHEET NOTES

1. SEE V-001 & V-002 FOR EXISTING CONDITIONS SURVEY LEGEND AND NOTES.

2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL CIVIL

NOTES.

3. SEE C-002 THROUGH C-004 FOR EROSION CONTROL NOTES, AND DRAINAGE

NARRATIVE.

4. EXISTING PAVEMENT MARKINGS NOT SHOWN FOR CLARITY.

5. SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION OF

ELECTRICAL/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.

6. SEE SD DRAWINGS FOR DEMOLITION IN DRY DOCK , UTILITY TUNNEL, AND

UNDERGROUND CRANE FOUNDATION.

7. BACKGROUND SHOWN IS A COMBINATION OF SURVEY AND HISTORICAL

RECORDS.

8. PROTECT EXISTING CAPSTAN FOUNDATIONS FOR THE DURATION OF THE

CONSTRUCTION.

:\N

\10

\20 C

_A cti ve \_D

3\D

4.d wg L

: C

LIT

L P

- A

T hu rsd ay

, M ar ch

, 2

5 - 2:

tth om ps on

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

O N

D A

P P

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING

D E

P A

E N

T O

E N

A V

Y N

A V

A L

E N

E E

G S

Y S

S C

O M

M A

N D

- N

, V

H, V

DSN

1806701

UNCLASSIFIED

MICHAEL A. WASSELL

NNSY CODE 900F.1

DIVISION HEAD

11/20/2024

WILLIAM B. FORBES, PE

NAVFAC ATLANTIC

ENGINEERING & DESIGN DIRECTOR

01/14/2025

0 20'10'

AREA 111 - CD111

PLAN

NORTH

SCALE: 1" = 10'

AREA 104 - CIVIL DEMOLITION AND EROSION CONTROL PLAN

102101 103 104 105 106

107 108 109

115 114

DRY DOCK 2

DRY DOCK 4

DRY DOCK 3

KEY PLAN

PLAN

NORTH

2. DEMOLISH ASPHALT PAVEMENT, FULL DEPTH. SAWCUT EXISTING

ASPHALT PAVEMENT AT PERIMETER WHERE ASPHALT PAVEMENT

DOES NOT MEET CONCRETE OR OTHER FINISHED EDGE NOT

REQUIRED TO BE DEMOLISHED. SEE DEMOLITION NOTES C-002.

3. DEMOLISH CHAIN LINK FENCE AND CONCRETE FENCE POST

FOUNDATIONS. SEE CALLOUT FOR HEIGHT.

4. DEMOLISH PIPE BOLLARD AND CONCRETE FOUNDATION.

6. DEMOLISH CRANE RAIL, BASE PLATES, AND HARDWARE.

9. DEMOLISH RAILROAD TRACK, TIES, AND HARDWARE.

14. PROVIDE BYPASS PUMPING AND TEMPORARY DRAINAGE MEASURES

TO MAINTAIN CONTINUOUS DISCHARGE OF STORM DRAIN SYSTEMS

TO THE OUTFALL AND CONTROL RUNOFF.

15. DEMOLISH COMPRESSED AIR PIPING AND APPURTENANCES. SEE

CALLOUT FOR SIZE AND TYPE.

16. DEMOLISH FRESHWATER PIPING AND APPURTENANCES. SEE

CALLOUT FOR SIZE AND TYPE.

17. DEMOLISH SALTWATER PIPING AND APPURTENANCES. SEE CALLOUT

FOR SIZE AND TYPE.

20. DEMOLISH STORM DRAIN PIPING. SEE CALLOUT FOR SIZE AND TYPE.

22. TEMPORARY PIPE CAP

23. PLUG PIPE, SEE D4/CD501

24. DEMOLISH FIRE HYDRANT.

27. DEMOLISH YARD INLET.

28. DEMOLISH MANHOLE.

30. DEMOLISH VALVE, CONFIRM UTILITY HAS BEEN TAGGED AS

ABANDONED WITH OUTAGE COORDINATOR. ABANDON REMAINING

UTILITY AT EXTENT OF EXCAVATION.

36. DEMOLISH MOORING BOLLARD (SEE SD-508).

42. SEE MECHANICAL DEMOLITION DRAWINGS FOR UTILITIES WITHIN THE

EXISTING UTILITY TUNNEL.

SHEET KEYNOTES

JMW

NTJ MM JAG

14144783

CD104

AS NOTED

/2 8/

AutoCAD SHX Text

ESTUB

AutoCAD SHX Text

W STUB

AutoCAD SHX Text

W STUB

AutoCAD SHX Text

W STUB

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EIW

AutoCAD SHX Text

EIW

AutoCAD SHX Text

W STUB

AutoCAD SHX Text

ESTUB

AutoCAD SHX Text

EMH

AutoCAD SHX Text

10" SW

AutoCAD SHX Text

4"SW

AutoCAD SHX Text

EOI

AutoCAD SHX Text

4"SW

AutoCAD SHX Text

6"SW

AutoCAD SHX Text

EOI

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

AIR(QLD)

AutoCAD SHX Text

AIR(QLD)

AutoCAD SHX Text

4"FW(QLD)

AutoCAD SHX Text

ASTUB

AutoCAD SHX Text

6"FW(QLD)

AutoCAD SHX Text

8"FW(QLD)

AutoCAD SHX Text

8"SW ABAND

AutoCAD SHX Text

12"SW ABAN

AutoCAD SHX Text

12"SW

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

6"AIR (QLD)

AutoCAD SHX Text

6"AIR

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

12"SW

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

12"SW

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

WATER(QLD)

AutoCAD SHX Text

E(QLD)

AutoCAD SHX Text

12"SW (QLD)

AutoCAD SHX Text

W-QLD

AutoCAD SHX Text

W-QLD

AutoCAD SHX Text

12"SW

AutoCAD SHX Text

SW ABAN

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SW ABAN

AutoCAD SHX Text

12"SW ABAN

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10" SW

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WM#2

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6"FW ABAN

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6"FW ABAN

AutoCAD SHX Text

6" STM

AutoCAD SHX Text

6" STM (QL-D)

AutoCAD SHX Text

4"AIR (QLD)

AutoCAD SHX Text

4"AIR ABAN

AutoCAD SHX Text

4"AIR ABAN

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

FFE=101.47

AutoCAD SHX Text

GATE

AutoCAD SHX Text

EMH

AutoCAD SHX Text

UV TEST

AutoCAD SHX Text WVx4

AutoCAD SHX Text

AutoCAD SHX Text UVx3

AutoCAD SHX Text

AutoCAD SHX Text M140

AutoCAD SHX Text

TBM 11

AutoCAD SHX Text

4'CLF

AutoCAD SHX Text

4'CLF

AutoCAD SHX Text

UVLT

AutoCAD SHX Text

UVLT

AutoCAD SHX Text

UVLT

AutoCAD SHX Text

UVLT

AutoCAD SHX Text

UVLT

AutoCAD SHX Text

CAP

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METAL STAIRS

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8"SD

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8"SD

AutoCAD SHX Text 8"V

AutoCAD SHX Text 6"V

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12"DI

AutoCAD SHX Text

12"DI

AutoCAD SHX Text UVx2

AutoCAD SHX Text

DEMINERALIZATION ENCLOSURE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

VALVE RACK

AutoCAD SHX Text

VALVE RACK

AutoCAD SHX Text

8"SD

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text E

6" 8"

DEMOLISH CAPSTAN

(SEE STRUCTURAL)

DEMOLISH CAPSTAN

(SEE STRUCTURAL)

SEE NOTE 6

8" DI

6" DI

6" DI 6" 12" DI

COPING WALL

FROG #21

FROG #23

FROG #22

IP IP IP

TYP

END

CD501

2720 20

17 20 17

42 42 42

1 22

SHEET NOTES

1. SEE V-001 & V-002 FOR EXISTING CONDITIONS SURVEY LEGEND AND NOTES.

2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL CIVIL

NOTES.

3. SEE C-002 THROUGH C-004 FOR EROSION CONTROL NOTES, AND DRAINAGE

NARRATIVE.

4. EXISTING PAVEMENT MARKINGS NOT SHOWN FOR CLARITY.

5. SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION OF

ELECTRICAL/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.

6. SEE SD DRAWINGS FOR DEMOLITION IN DRY DOCK , UTILITY TUNNEL, AND

UNDERGROUND CRANE FOUNDATION.

7. BACKGROUND SHOWN IS A COMBINATION OF SURVEY AND HISTORICAL

RECORDS.

8. PROTECT EXISTING CAPSTAN FOUNDATIONS FOR THE DURATION OF THE

CONSTRUCTION.

:\N

\10

\20 C

_A cti ve \_D

3\D

5.d wg L

: C

LIT

L P

- A

T hu rsd ay

, M ar ch

, 2

5 - 3:

tth om ps on

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

O N

D A

P P

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING

D E

P A

E N

T O

E N

A V

Y N

A V

A L

E N

E E

G S

Y S

S C

O M

M A

N D

- N

, V

H, V

DSN

1806701

UNCLASSIFIED

MICHAEL A. WASSELL

NNSY CODE 900F.1

DIVISION HEAD

11/20/2024

WILLIAM B. FORBES, PE

NAVFAC ATLANTIC

ENGINEERING & DESIGN DIRECTOR

01/14/2025

0 20'10'

PLAN

NORTH

SCALE: 1" = 10'

AREA 105 - CIVIL DEMOLITION AND EROSION CONTROL PLAN

102101 103 104 105 106

107 108 109

115 114

DRY DOCK 2

DRY DOCK 4

DRY DOCK 3

KEY PLAN

PLAN

NORTH

AREA 112 - CD112

1. DEMOLISH CONCRETE PAVEMENT, FULL DEPTH.

2. DEMOLISH ASPHALT PAVEMENT, FULL DEPTH. SAWCUT EXISTING

ASPHALT PAVEMENT AT PERIMETER WHERE ASPHALT PAVEMENT

DOES NOT MEET CONCRETE OR OTHER FINISHED EDGE NOT

REQUIRED TO BE DEMOLISHED. SEE DEMOLITION NOTES C-002.

4. DEMOLISH PIPE BOLLARD AND CONCRETE FOUNDATION.

5. DEMOLISH MONITORING WELL.

6. DEMOLISH CRANE RAIL, BASE PLATES, AND HARDWARE.

7. DEMOLISH CRANE RAIL FROG AND HARDWARE.

9. DEMOLISH RAILROAD TRACK, TIES, AND HARDWARE.

10. DEMOLISH SWITCH-SET INCLUDING LIDS, THROW SWITCH, SWITCH

RAILS, RAILS SPACERS, SWITCH BOX, AND HARDWARE.

17. DEMOLISH SALTWATER PIPING AND APPURTENANCES. SEE CALLOUT

FOR SIZE AND TYPE.

19. DEMOLISH STEAM PIPING. SEE CALLOUT FOR SIZE AND TYPE.

20. DEMOLISH STORM DRAIN PIPING. SEE CALLOUT FOR SIZE AND TYPE.

22. TEMPORARY PIPE CAP.

27. DEMOLISH STORM DRAIN INLET OR YARD DRAIN.

28. DEMOLISH WATER VALVE MANHOLE.

30. DEMOLISH VALVE, CONFIRM UTILITY HAS BEEN TAGGED AS

ABANDONED WITH OUTAGE COORDINATOR. ABANDON REMAINING

UTILITY AT EXTENT OF EXCAVATION.

36. DEMOLISH MOORING BOLLARD (SEE SD-508).

42. SEE MECHANICAL DEMOLITION DRAWINGS FOR UTILITIES WITHIN THE

EXISTING UTILITY TUNNEL.

SHEET KEYNOTES

JMW

NTJ MM JAG

14144784

CD105

AS NOTED

/2 8/

AutoCAD SHX Text E

AutoCAD SHX Text

WMH

AutoCAD SHX Text

TBM 11

AutoCAD SHX Text

FFE=102.08

AutoCAD SHX Text

CONC

AutoCAD SHX Text

OH/ST SUPPORT (TYP)

AutoCAD SHX Text

OH/ST SUPPORT (TYP)

AutoCAD SHX Text

CRANE RAIL

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OVERHEAD RACK

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8"DI

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6"DI

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8"DI

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8"DI

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6" DATR

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6"SD DATR

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6" DATR

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6" DATR

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CLEAT(TYP)

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TBM 12

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METAL & CONCRETE

AutoCAD SHX Text

BLDG 1475

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CONC

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CONC

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CONC

AutoCAD SHX Text E

AutoCAD SHX Text

SITE BOLLARD TYP

AutoCAD SHX Text

CONC

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W STUB

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W STUB

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W STUB

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W STUB

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W STUB

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EMH

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EMH

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EMH

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EMH

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EMH

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ESTUB

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EMH

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ESTUB

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EMH

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W STUB

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EMH

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E QLD

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EMH

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W STUB

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E(QLD)

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E(QLD)

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E-DUCT (QLD)

AutoCAD SHX Text

E-DUCT (QLD)

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E-DUCT (QLD)

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E-DUCT (QLD)

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4"SW

AutoCAD SHX Text

4"SW

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6"SW

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6"SW

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2.5"FW

AutoCAD SHX Text

AIR(QLD)

AutoCAD SHX Text

AIR(QLD)

AutoCAD SHX Text

STM(QLD)

AutoCAD SHX Text

W(QLD)

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EOI

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8"SW ABAND

AutoCAD SHX Text

E-DUCT (QLD)

AutoCAD SHX Text

ELEVATED CONC. PAD TRANSFORMERS(X8)

AutoCAD SHX Text R

AutoCAD SHX Text

RISER TO OVER HAND ROCK

AutoCAD SHX Text

6" SW ABAN

AutoCAD SHX Text

6" SW ABAN

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6" STEAM

AutoCAD SHX Text

SW ABAND

AutoCAD SHX Text

6" STEAM

AutoCAD SHX Text

4" VIT (QLD)

AutoCAD SHX Text

4" VIT ABAND (QLD)

AutoCAD SHX Text

C-9" DRAIN-ABAND.

AutoCAD SHX Text

WM#2

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WM#3

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12" SW ABAN

AutoCAD SHX Text 4"

AutoCAD SHX Text

COMPRESSED AIR LINE

AutoCAD SHX Text E

EOI

SEE NOTE 6

12" DI

4" DI

2" DI

10" DI

12" DI 6"2"

COPING WALL

FROG #20

IP IP IP

TYP

END

CD501

6 610

36 36 36

424242

PROTECT

EXISTING

PORTABLE

CAPSTAN

SHEET NOTES

1. SEE V-001 & V-002 FOR EXISTING CONDITIONS SURVEY LEGEND AND NOTES.

2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL CIVIL

NOTES.

3. SEE C-002 THROUGH C-004 FOR EROSION CONTROL NOTES, AND DRAINAGE

NARRATIVE.

4. EXISTING PAVEMENT MARKINGS NOT SHOWN FOR CLARITY.

5. SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION OF

ELECTRICAL/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.

6. SEE SD DRAWINGS FOR DEMOLITION IN DRY DOCK , UTILITY TUNNEL, AND

UNDERGROUND CRANE FOUNDATION.

7. BACKGROUND SHOWN IS A COMBINATION OF SURVEY AND HISTORICAL

RECORDS.

8. PROTECT EXISTING CAPSTAN FOUNDATIONS FOR THE DURATION OF THE

CONSTRUCTION.

:\N

\10

\20 C

_A cti ve \_D

3\D

6.d wg L

: C

LIT

L P

- A

T hu rsd ay

, M ar ch

, 2

5 - 3:

tth om ps on

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

O N

D A

P P

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING

D E

P A

E N

T O

E N

A V

Y N

A V

A L

E N

E E

G S

Y S

S C

O M

M A

N D

- N

, V

H, V

DSN

1806701

UNCLASSIFIED

MICHAEL A. WASSELL

NNSY CODE 900F.1

DIVISION HEAD

11/20/2024

WILLIAM B. FORBES, PE

NAVFAC ATLANTIC

ENGINEERING & DESIGN DIRECTOR

01/14/2025

0 20'10'

AREA 113 - CD113

PLAN

NORTH

SCALE: 1" = 10'

AREA 106 - CIVIL DEMOLITION AND EROSION CONTROL PLAN

102101 103 104 105 106

107 108 109

115 114

DRY DOCK 2

DRY DOCK 4

DRY DOCK 3

KEY PLAN

PLAN

NORTH

1. DEMOLISH CONCRETE PAVEMENT, FULL DEPTH.

2. DEMOLISH ASPHALT PAVEMENT, FULL DEPTH. SAWCUT EXISTING

ASPHALT PAVEMENT AT PERIMETER WHERE ASPHALT PAVEMENT

DOES NOT MEET CONCRETE OR OTHER FINISHED EDGE NOT

REQUIRED TO BE DEMOLISHED. SEE DEMOLITION NOTES C-00X.

3. DEMOLISH CHAIN LINK FENCE AND CONCRETE FENCE POST

FOUNDATIONS. SEE CALLOUT FOR HEIGHT.

6. DEMOLISH CRANE RAIL, BASE PLATES, AND HARDWARE.

7. DEMOLISH CRANE RAIL FROG AND HARDWARE.

10. DEMOLISH SWITCH-SET INCLUDING LIDS, THROW SWITCH, SWITCH

RAILS, RAIL SPACERS, SWICTCH BOX, AND HARDWARE.

15. DEMOLISH COMPRESSED AIR PIPING AND APPURTENANCES. SEE

CALLOUT FOR SIZE AND TYPE.

16. DEMOLISH FRESHWATER PIPING AND APPURTENANCES. SEE

CALLOUT FOR SIZE AND TYPE.

17. DEMOLISH SALTWATER PIPING AND APPURTENANCES. SEE CALLOUT

FOR SIZE AND TYPE.

18. DEMOLISH SANITARY SEWER PIPING AND APPURTENANCES. SEE

CALLOUT FOR SIZE AND TYPE.

20. DEMOLISH STORM DRAIN PIPING. SEE CALLOUT FOR SIZE AND TYPE.

22. TEMPORARY PIPE CAP.

27. DEMOLISH STORM DRAIN INLET OR YARD DRAIN.

30. DEMOLISH VALVE, CONFIRM UTILITY HAS BEEN TAGGED AS

ABANDONED WITH OUTAGE COORDINATOR. ABANDON REMAINING

UTILITY AT EXTENT OF EXCAVATION.

36. DEMOLISH MOORING BOLLARD (SEE SD-508).

38. DEMOLISH STORM VALVE VAULT.

42. SEE MECHANICAL DEMOLITION DRAWINGS FOR UTILITIES WITHIN THE

EXISTING UTILITY TUNNEL.

SHEET KEYNOTES

AREA118-CD118

JMW

NTJ MM JAG

14144785

CD106

AS NOTED

/2 8/

AutoCAD SHX Text

EMH

AutoCAD SHX Text

ESTUB

AutoCAD SHX Text

EIE

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

E-DUCT(QLD)

AutoCAD SHX Text R

AutoCAD SHX Text

ERISER

AutoCAD SHX Text

E-DUCT(QLD)

AutoCAD SHX Text

2" AIR(QLD)

AutoCAD SHX Text

E-DUCT(QLD)

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

2.5" AIR(QLD)

AutoCAD SHX Text

E-DUCT(QLD)

AutoCAD SHX Text

2"AIR(QLD)

AutoCAD SHX Text

W(QLD)

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text E

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

12" SW ABAN

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STEAM-ELECTRIC

AutoCAD SHX Text

SW ABAN

AutoCAD SHX Text

4" (QLD)

AutoCAD SHX Text

12" SW

AutoCAD SHX Text

UTILITY TUNNEL STEAM, COMP AIR, SEWER DEPTH UNKNOW (QLD)

AutoCAD SHX Text

6"STM

AutoCAD SHX Text

6"SUBDRAIN

AutoCAD SHX Text

6"SUBDRAIN

AutoCAD SHX Text

FFE=101.48

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

UVLT

AutoCAD SHX Text

RR SWITCH

AutoCAD SHX Text

UVLT

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BERTH 15

AutoCAD SHX Text

CRANE RAIL

AutoCAD SHX Text

CONTAINER

AutoCAD SHX Text

8"DI

AutoCAD SHX Text 6"P

AutoCAD SHX Text

10"DI

AutoCAD SHX Text

8"DI

AutoCAD SHX Text

8"V DATR

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12" DATR

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12"V DATR

AutoCAD SHX Text

DATR

AutoCAD SHX Text W

AutoCAD SHX Text

8"DI

AutoCAD SHX Text

VALVE RACK

AutoCAD SHX Text

VALVE RACK

AutoCAD SHX Text

CLEAT(TYP)

AutoCAD SHX Text

TBM 10

AutoCAD SHX Text

METAL & CONCRETE

AutoCAD SHX Text

BLDG 1475

AutoCAD SHX Text

DRY DOCK 3

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

CONC

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

CLEAT(TYP)

AutoCAD SHX Text

CLEAT(TYP)

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text E

DEMOLISH ELECTRICAL

PLATFORM SEE STRUCTURAL

AND ELECTRICAL DEMOLITION

DRAWINGS

SEE NOTE 6

DEMOLISH ELECTRICAL

PLATFORM SEE STRUCTURAL

AND ELECTRICAL DEMOLITION

DRAWINGS

30" C

12" DI

30"

COPING WALL

8" DI

DEMOLISH BLDG 516

AND SUBSTATION

SEE STRUCTURAL AND

ELECTRICAL DEMOLITION

DRAWINGS

TYP

IP IP

CD501

36 36

PROTECT

EXISTING

PORTABLE

CAPSTAN

SHEET NOTES

1. SEE V-001 & V-002 FOR EXISTING CONDITIONS SURVEY LEGEND AND NOTES.

2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL CIVIL

NOTES.

3. SEE C-002 THROUGH C-004 FOR EROSION CONTROL NOTES, AND DRAINAGE

NARRATIVE.

4. EXISTING PAVEMENT MARKINGS NOT SHOWN FOR CLARITY.

5. SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION OF

ELECTRICAL/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.

6. SEE SD DRAWINGS FOR DEMOLITION IN DRY DOCK , UTILITY TUNNEL, AND

UNDERGROUND CRANE FOUNDATION.

7. BACKGROUND SHOWN IS A COMBINATION OF SURVEY AND HISTORICAL

RECORDS.

8. PROTECT EXISTING CAPSTAN FOUNDATIONS FOR THE DURATION OF THE

CONSTRUCTION.

:\N

\10

\20 C

_A cti ve \_D

3\D

3.d wg L

: C

LIT

L P

- A

T hu rsd ay

, M ar ch

, 2

5 - 3:

tth om ps on

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

O N

D A

P P

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING

D E

P A

E N

T O

E N

A V

Y N

A V

A L

E N

E E

G S

Y S

S C

O M

M A

N D

- N

, V

H, V

DSN

1806701

UNCLASSIFIED

MICHAEL A. WASSELL

NNSY CODE 900F.1

DIVISION HEAD

11/20/2024

WILLIAM B. FORBES, PE

NAVFAC ATLANTIC

ENGINEERING & DESIGN DIRECTOR

01/14/2025

0 20'10'

102101 103 104 105 106

107 108 109

115 114

112 113

DRY DOCK 2

DRY DOCK 4

DRY DOCK 3

KEY PLAN

PLAN

NORTH

AREA 106 - CD106

PLAN

NORTH

SCALE: 1" = 10'

AREA 113 - CIVIL DEMOLITION AND EROSION CONTROL PLAN

2. DEMOLISH ASPHALT PAVEMENT, FULL DEPTH. SAWCUT EXISTING

ASPHALT PAVEMENT AT PERIMETER WHERE ASPHALT PAVEMENT

DOES NOT MEET CONCRETE OR OTHER FINISHED EDGE NOT

REQUIRED TO BE DEMOLISHED. SEE DEMOLITION NOTES C-00X.

6. DEMOLISH CRANE RAIL, BASE PLATES, AND HARDWARE.

15. DEMOLISH COMPRESSED AIR PIPING AND APPURTENANCES. SEE

CALLOUT FOR SIZE AND TYPE.

16. DEMOLISH FRESHWATER PIPING AND APPURTENANCES. SEE

CALLOUT FOR SIZE AND TYPE.

17. DEMOLISH SALTWATER PIPING AND APPURTENANCES. SEE CALLOUT

FOR SIZE AND TYPE.

18. DEMOLISH SANITARY SEWER PIPING AND APPURTENANCES. SEE

CALLOUT FOR SIZE AND TYPE.

19. DEMOLISH STEAM PIPING. SEE CALLOUT FOR SIZE AND TYPE.

20. DEMOLISH STORM DRAIN PIPING. SEE CALLOUT FOR SIZE AND TYPE.

22. TEMPORARY PIPE CAP.

28. DEMOLISH STORM DRAIN MANHOLE.

29. DEMOLISH 6" UNDER DRAIN.

30. DEMOLISH VALVE, CONFIRM UTILITY HAS BEEN TAGGED AS

ABANDONED WITH OUTAGE COORDINATOR. ABANDON REMAINING

UTILITY AT EXTENT OF EXCAVATION.

36. DEMOLISH MOORING BOLLARD (SEE SD-508).

40. TEMPORARY BYPASS SYSTEM FOR 30" STORM DRAIN MUST TIE INTO

VALVE VAULT LOCATION.

42. SEE MECHANICAL DEMOLITION DRAWINGS FOR UTILITIES WITHIN THE

EXISTING UTILITY TUNNEL.

SHEET KEYNOTES

JMW

NTJ MM JAG

14144791

CD113

AS NOTED

JMW

NTJ MM JAG

14144791

CD113

AS NOTED

/2 8/

AutoCAD SHX Text 101.19

AutoCAD SHX Text

TIMBER

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text

BLDG 516

AutoCAD SHX Text

FFE=102.55

AutoCAD SHX Text

UVLT

AutoCAD SHX Text

UVLT

AutoCAD SHX Text

UVLT

AutoCAD SHX Text

BERTH 16

AutoCAD SHX Text

BERTH 17

AutoCAD SHX Text

TRANSFORMER

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EVLT

AutoCAD SHX Text

EVLT

AutoCAD SHX Text

EVLT

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SUBSTATION

AutoCAD SHX Text

SUB STATION

AutoCAD SHX Text

12'CLF

AutoCAD SHX Text

UVLT

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STAIRS

AutoCAD SHX Text

30"V DATR

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SD DATR

AutoCAD SHX Text

30"C DATR

AutoCAD SHX Text

DATR

AutoCAD SHX Text

DATR

AutoCAD SHX Text 18"C

AutoCAD SHX Text

DATR

AutoCAD SHX Text

30"SD DATR

AutoCAD SHX Text

30"SD DATR

AutoCAD SHX Text

DATR

AutoCAD SHX Text

DATR

AutoCAD SHX Text

VALVE RACK

AutoCAD SHX Text

VALVE RACK

AutoCAD SHX Text

6" S.D. DATR

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

CONC

AutoCAD SHX Text

30"SD DATR

AutoCAD SHX Text

CLEAT(TYP)

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text

ESTUB

AutoCAD SHX Text

ESTUB

AutoCAD SHX Text

ESTUB

AutoCAD SHX Text

6" FW

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

AIR RISER

AutoCAD SHX Text

AIR RISER

AutoCAD SHX Text

2.5"AIR(QLD)

AutoCAD SHX Text

3"AIR (QLD)

AutoCAD SHX Text R

AutoCAD SHX Text

W RISER

AutoCAD SHX Text

AIR RISER

AutoCAD SHX Text

2.5"AIR (QLD)

AutoCAD SHX Text

3"AIR (QLD)

AutoCAD SHX Text

AIR RISER

AutoCAD SHX Text R

AutoCAD SHX Text

4"FW (QLD)

AutoCAD SHX Text

EOI

AutoCAD SHX Text

E-DUCT(QLD)

AutoCAD SHX Text

E-DUCT (QLD)

AutoCAD SHX Text

E-DUCT(QLD)

AutoCAD SHX Text

SMH

AutoCAD SHX Text S

AutoCAD SHX Text

6" SS

AutoCAD SHX Text

3" STM

AutoCAD SHX Text

3" STM

AutoCAD SHX Text

3" STM

AutoCAD SHX Text

12"SW

AutoCAD SHX Text

12"SW

AutoCAD SHX Text

6" SS

AutoCAD SHX Text

2.5"AIR(QLD)

AutoCAD SHX Text

6"UNDERDRAIN

AutoCAD SHX Text

6"UNDERDRAIN

AutoCAD SHX Text E

STATION

85.0

90.0

95.0

100.0

105.0

110.0

85.0

90.0

95.0

100.0

105.0

110.0

-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00

=9 3.2

0( E)

Ø4 ' G

E N:

8.8

.35

0.1

2.9 0(

=9 2.8

3( E)

Ø4 ' G

E N:

3.9

.31

0.1

143'- Ø30" RCP @ 0.20%

2.5 5(

=9 2.4

7( E)

Ø4 ' G

E N:

1.2

.72

0.1

160'- Ø30" RCP @ 0.20%

2.1 5(

=9 2.0

5( E)

Ø4 ' G

E N:

4.8

.24

0.1

133'- Ø30" RCP @ 0.25%

1.7 2(

=9 1.4

2( S)

Ø5 ' G

E N:

5.8

.20

0.2

53'- Ø30" RCP @ 0.32%

5.3 3(

1.2 5(

1.1 5(

Ø5 ' M

3.2

.62

0.1

0.9 6(

6" SFF 6" SFF 6" STM

149'- Ø30" RCP @ 0.20%

DUCT

BANK

6" SFF

DUCT BANKDUCT

BANK

CRANE

BEAM

STEPPED

CRANE BEAM

HP:100.58

HP:100.30HP:100.30HP:100.30HP:100.30

8" FW 6" CA8" FW

4" FW

95'- Ø30" RCP @ 0.16%

1.0 0(

=9 0.9

Ø5 ' G

E N:

8.5

.69

0.2

DUCT

BANK

3"STM

12" SW

8" FW

12" SW12" SW

4" FW

EXISTING GRADE

MHW = 96.20 NNSY DATUM

MLW = 93.42 NNSY DATUM

14'- Ø30" RCP @ 0.25%

FINISHED GRADE

UTILITY TROUGH

UTILITY TROUGH UTILITY TROUGH

12"SW

6"SSFM

12"SW

3"STM

3"CA

DUCT

BANK

DUCT

BANK

DUCT

BANKDUCT

BANK

DUCT

BANK

STATION

85.0

90.0

95.0

100.0

105.0

110.0

85.0

90.0

95.0

100.0

105.0

110.0

-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50

=9 5.3

2( E)

2.6

.23

0.3

5.2 5(

=9 4.1

2( E)

0.1

3.3 6(

=9 3.9

6( W

3.4 4(

0.1

3.2 3(

=9 3.1

4( E)

0.1

2.9 0(

=9 2.8

4( E)

0.1

2.5 4(

=9 2.3

4( E)

6.9

.31

0.1

8.6 0(

2.2 3(

=9 4.4

0( E)

4.2

.54

0.1

4.2 9(

=9 1.9

8( E)

2.2

.40

0.1

1.8 0(

=9 1.7

1( E)

2.9

.34

0.1

DUCT

BANK

12" SW

6" SFF

8" FW

6" SFF

33'- Ø15" RCP @ 0.20%

78'- Ø15" RCP @ 0.20%

102'- Ø15" RCP @ 0.20% 117'- Ø15" RCP @ 0.20%

71'- Ø15" RCP @ 0.20%

57'- Ø18" RCP @ 0.20%

56'- Ø18" RCP @ 0.20%

53'- Ø18" RCP

@ 0.20%

49'- Ø18" RCP @ 0.20%

33'- Ø18" RCP @ 0.21%

23'- Ø18" RCP @ 0.20%

MHW = 96.20 NNSY DATUM

MLW = 93.42 NNSY DATUM

FLOOD WALL EL: 106.0

1.6 4(

5.5 6(

1.6 2(

2.9

.62

0.3

HP:100.3

CRANE

BEAM

HP:100.3HP:100.3HP:100.3HP:100.3

HP:100.3

DUCT

BANK

8" FW

6" CA

7.7 2(

2.6 9(

=9 2.6

5( E)

9.8

.19

0.1

DUCT

BANK

DUCT

BANK

DUCT

BANK

DUCT

BANK

12" SW

8" FW

12" SW

4" STM

4" SSFM

DUCT

BANK

RAILROAD SLAB CS502

EXISTING

GRADE

2" CA

FINISHED GRADE

DUCT

BANK

REFUELING TUNNEL

NEOPRENE

PAD

UTILITY

TROUGH

UTILITY

TROUGH

1.8 8(

=9 1.8

8( E)

2.8

.39

0.2

43'- Ø18" RCP @ 0.20%

SCALE: H: 1"=40'

SCALE:

:\N

\10

\20 C

_A cti ve \_D

3\D

1.d wg L

: C

: T hu rsd ay

, M ar ch

, 2

5 - 3:

tth om ps on

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

O N

D A

P P

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING

D E

P A

E N

T O

E N

A V

Y N

A V

A L

E N

E E

G S

Y S

S C

O M

M A

N D

- N

, V

H, V

DSN

1806701

UNCLASSIFIED

MICHAEL A. WASSELL

NNSY CODE 900F.1

DIVISION HEAD

11/20/2024

WILLIAM B. FORBES, PE

NAVFAC ATLANTIC

ENGINEERING & DESIGN DIRECTOR

01/14/2025

1. SEE DETAILS ON CS503 FOR NORTHING AND EASTING REFERENCE

LOCATIONS ON STRUCTURE.

SHEET NOTES

STORM-1 (3896 TO EXISTING)

V: 1"=4'

STORM -2 (3904 TO 3916)

H: 1"=40' V: 1"=4'

JMW

NTJ MM JAG

14144807

M D

- S

CS201

AS NOTED

MATERIAL SPECIFICATIONS:

1. STRUCTURAL AND MISCELLANEOUS STEEL

A. WIDE FLANGE AND H-PILES ASTM A992 OR A572, GR 50

B. STEEL SHEET PILES ASTM A572, GR 60

C. WT SHAPES ASTM A992 OR A572, GR 60

D. SHAPES, PLATES AND BARS ASTM A572, GR 50, UON

E. ANGLES AND CHANNELS ASTM A36, UON

F. HOLLOW STRUCTURAL SECTIONS (HSS) ASTM A500, GR C OR ASTM A1085

G. PIPES ASTM A53, GR B

H. PIPE PILE ASTM A252 GR3 (MOD), Fy = 50 ksi

I. GRATING HEAVY DUTY STEEL PER MBG 532

COPING LEVEL ASTM A36

FLOOR LEVEL ASTM A572, GR 50

J. HIGH STRENGTH BOLT ASSEMBLIES ASTM F3125, GR A325 HOT DIP GALVANIZED SNUG TIGHT TYPICAL.

NUT, WASHER AND BOLT MUST BE SUPPLIED FROM SAME

MANUFACTURER.

K. ANCHOR RODS AND THREADED RODS ASTM F1554, GRADE 55 TYPICAL, GRADE 36 OR 105 WHERE INDICATED.

L. NUTS HEAVY HEX, ASTM A563, GRADE SUITABLE FOR THE TYPE OF ROD OR

BOLT PROVIDE DOUBLE NUTS OR A HEAVY HEX NUT AND LOCK NUT ON

NOTED BOLTS FOR STEEL CONNECTIONS.

M. WASHERS ASTM F844 WIDE SERIES, MAXIMUM THICKNESS FOR TYPICAL BOLTS

AND GRADE 36 ANCHOR RODS

ASTM F436 FOR GRADE 55 ANCHOR RODS

N. HEADED CONCRETE ANCHOR STUDS ASTM A29, GRADE 1010 THROUGH 1020 MINIMUM, TYPE B

O. SHACKLES FED SPEC RR-C-271 SAFETY CHAIN SHACKLES

P. CORRUGATED DOWEL TUBES FABRICATED FROM ASTM A653, 26-GAGE

Q. RAILING: MATERIAL FOR ALL RAILINGS MUST BE GALVANIZED STEEL UNLESS NOTED OTHERWISE.

R. ALL STRUCTURAL AND MISCELLANEOUS STEEL, INCLUDING ALL FASTENERS ARE HOT-DIP GALVANIZED WITH THE

EXCEPTION OF STAINLESS STEEL.

S. GALVANIZE ITEMS AFTER FABRICATION. GALVANIZING DAMAGED ACCIDENTALLY OR DUE TO FIELD WELDING MUST BE

RESTORED WITH FIELD-APPLIED GALVANIZING COMPOUND PER ASTM A780.

T. PROVIDE 1/2" DIA BLEED HOLES IN EMBEDDED PLATES AND SHAPES AT 2 FEET ON CENTER MAXIMUM.

2. STAINLESS STEEL

DUPLEX (TYPE 2205) IS REQUIRED FOR DRY DOCK BASIN AND IMMERSED CONDITIONS, DUPLEX DESIGNATED WITH BRACKETS

A. PLATE, SHEET AND STRIPS ASTM A240 OR A793 TYPE 316L [DUPLEX 2205]

B. SHAPES AND BARS ASTM A276, TYPE 316L [DUPLEX 2205]

C. ANCHOR ROD ASTM A276, TYPE 316L [DUPLEX 2205]

D. BOLTS/ ALL THREAD ROD ASTM A193, GR B8M [ASTM A276 DUPLEX 2205]

E. NUTS ASTM A194, GR 8M [ASTM A479 DUPLEX 2205]

F. WASHERS ASTM F844, EXCEPT FABRICATE WASHERS OF TYPE 316L [DUPLEX 2205]

G. CAISSON SEAT ARMORING AND EMBEDMENTS TYPE 2205 DUPLEX STAINLESS STEEL UNS S32205.

3. ALUMINUM RAILING

A. PIPE, TUBE ASTM B429, TYPE 6061-T6

4. STRUCTURAL CONCRETE REINFORCEMENT MATERIALS

A. ALL REINFORCING STEEL AND DOWEL BARS ARE GALVANIZED.

B. ALL SPLICES ARE CLASS "B" TENSION LAP SPLICES.

C. REINFORCING STEEL AND DOWEL BARS ASTM A706 GRADE 60 UON GALVANIZED PER ASTM A1094 OR ASTM A767

CLASS 2

D. HEADED REINFORCEMENT ASTM A970, GRADE 60

E. PRESTRESSING STRANDS ASTM A416, GRADE 270, LOW-RELAXATION, 7-WIRE, UNCOATED

4. CAST-IN-PLACE MARINE CONCRETE

A. MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 4,500 PSI UON.

B. IMMERSED CONCRETE (RIVER WALLS) MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 5,000 PSI.

C. MINIMUM COVER FOR REINFORCING STEEL: 3" FOR CIP, AND 2" FOR CONCRETE PRECAST UNDER PLANT CONDITIONS, UON.

D. ALL EXPOSED CORNERS ARE CHAMFERED 3/4 INCH, UON.

E. CONSTRUCTION JOINTS ARE PROVIDED ONLY AS NOTED ON THE DRAWINGS OR AS SPECIFICALLY PERMITTED BY THE

CONTRACTING OFFICER. ALL REINFORCING MUST CONTINUE THROUGH CJs UON.

F. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION JOINTS MUST BE CLEANED OF SURFACE LAITANCE, CURING COMPOUND, AND OTHER FOREIGN MATERIALS BEFORE PLACING FRESH CONCRETE AGAINST THE SURFACE OF THE JOINT. ABRASIVE BLAST METHODS MUST BE USED TO CLEAN CONSTRUCTION JOINTS TO THE EXTENT THAT CLEAN AGGREGATE IS EXPOSED.

BLASTING ABRASIVE MUST BE CONTAINED. ALL CONSTRUCTION JOINTS MUST BE FLUSHED WITH WATER AND ALLOWED TO

DRY TO A SURFACE DRY CONDITION PRIOR TO PLACING CONCRETE.

G. PROVIDE #5 x 4'-0" LONG CORNER BARS AT EACH RE-ENTRANT CORNER, AT EACH FACE, OR AT 12" ON CENTER, UON.

H. AT ENDS OF CONCRETE MEMBERS TERMINATE 50 PERCENT OF REINFORCING STEEL WITH STANDARD HOOKS, UON.

J. PROVIDE CORNER BARS PER B1/S-004, SINGLE LAYER SIMILAR OR PER RECOMMENDATIONS OF ACI 315, UON.

K. REINFORCE OPENINGS 12 INCHES AND LARGER PER A3/S-004, UON.

L. SPIRAL REINFORCEMENT MAY BE DEVELOPED AT THE PILE TO CAP CONNECTION BY A 1.5 TURN LAP AT THE BOTTOM PILE

CAP REINFORCING BARS PER FIG 7.2 OF ASCE 61-14.

5. PRESTRESSED CONCRETE

A. CONCRETE FOR PRESTRESSED FLOOR PANELS HAVE A COMPRESSIVE STRENGTH (f'c) OF 6,000 PSI MINIMUM AT 28 DAYS AND COMPRESSIVE STRENGTH AT RELEASE (f'c) OF 4,500 PSI.

6. PRECAST CONCRETE

A. CONCRETE FOR PRECAST WALL PANELS HAVE A COMPRESSIVE STRENGTH (f'c) OF 5,000 PSI MINIMUM AT 28 DAYS.

7. SELF-CONSOLIDATING CONCRETE (SCC)

A. SELF-CONSOLIDATING CONCRETE COMPRESSIVE STRENGTH (f'c) OF 3,000 PSI MINIMUM AT 28 DAYS.

B. MINIMUM DENSITY OF DRY DOCK SELF-CONSOLIDATING CONCRETE IS 150 PCF BELOW FLOOR PLANKS AND BETWEEN

DIAPHRAGMS AND CIP WALLS.

8. CEMENTITIOUS FLOWABLE FILL

A. FLOWABLE FILL IS A MIXTURE OF CEMENT, FLY ASH, FINE AGGREGATES, POTABLE WATER, AND ADMIXTURES FOR AIR

CONTENT AND ANTI-WASHOUT PROPERTIES (AS REQUIRED FOR UNDERWATER PLACEMENT).

B. MIX DESIGN SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT.

C. FLOWABLE FILL MIX DESIGN REQUIRED PROPERTIES:

a. CEMENT: TYPE I/II 100 LBS/CY MINIMUM (ASTM C150)

b. FLY ASH: 100 LBS/CY MINIMUM, MAXIMUM 80% BY WEIGHT OF CEMENTITIOUS MATERIAL (ASTM C618)

c. WATER: POTABLE, PRODUCING SELF LEVELING FLOWABLE FILL AT TIME OF PLACEMENT WITH A FLOWABILITY (ASTM

D6103) OF 6 INCHES MINIMUM.

d. AIR ENTRAINMENT ADMIXTURE: DOSAGE AS RECOMMENDED BY MANUFACTURER, TO PROVIDE 30% MAXIMUM AIR

CONTENT (ASTM C260).

e. ANTI-WASHOUT ADMIXTURE: DOSAGE AS RECOMMENDED BY MANUFACTURER, TO PREVENT WASHOUT OF CEMENT AND

FINES, AND SEGREGATION OF MIX (ONLY REQUIRED FOR UNDERWATER PLACEMENT).

f. UNIT WEIGHT: 100 LB/CF TO 144 LB/CF.

g. FINE AGGREGATE: PROPORTIONED TO YIELD 1 CY.

h. 28 DAY COMPRESSIVE STRENGTH: 200 PSI MINIMUM, 2,000 PSI MAXIMUM

D. A TOTAL OF FIVE (5) TEST SPECIMENS COLLECTED AT RANDOM FOR EACH DAY FLOWABLE FILL IS PLACED. TWO (2)

SPECIMENS TESTED AT 1 DAY AND TWO TESTED AT 28 DAYS, WITH ONE (1) SPARE.

E. START PLACEMENT OF FLOWABLE FILL AT LOWEST ELEVATION AND WORK UP USING A TREMIE PIPE (DO NOT USE

ALUMINUM PIPE) OR CONCRETE PUMP.

F. PROVIDE A HOPPER OR FUNNEL AT THE TOP OF THE TREMIE PIPE OF SUFFICIENT SIZE TO MAINTAIN A POSITIVE HEAD ON

THE FLOWABLE FILL BEING PLACED AT ALL TIMES.

9. GROUT

A. GROUT FOR MOORING FITTING COUNTERBORE MUST BE EPOXY RESIN GROUT WITH MINIMUM 1" CLEAR OVER TOP OF

ANCHOR ROD.

B. ALL OTHER GROUT MUST BE A CEMENTITIOUS MATERIAL IN ACCORDANCE WITH ASTM C1107 AND USACE CRD-C621, AND

DEVELOP A MINIMUM STRENGTH OF 8,000 PSI AT 28 DAYS.

10. POST-INSTALLED ANCHORS

A. ALL FLOOR DOWELS MUST BE CEMENTITIOUS GROUTED, UON.

B. ALL OTHER POST-INSTALLED ANCHORS MUST BE EPOXY GROUTED, UON.

C. SEE S-005 FOR TYPICAL POST-INSTALLED ANCHOR/ REBAR DETAILS AND NOTES FOR EPOXY-GROUTED AND CEMENTITIOUS

GROUTED ANCHORS.

D. ANCHORS MUST BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

E. PRIOR TO DRILLING, LOCATE EXISTING REINFORCEMENT. SHIFT DOWEL LOCATIONS TO PREVENT DAMAGING THE EXISTING

REINFORCEMENT.

F. ANCHORS MUST NOT BE DISTURBED DURING THE SET TIME OF THE GROUT.

G. ANCHOR MUST NOT BE EPOXY COATED AND MUST BE FREE OF OIL, SCALE AND RUST.

H. ANCHORS TO BE HOT-DIPPED GALVANIZED, UON. STAINLESS STEEL ANCHORS MUST BE ISOLATED FROM GALVANIZED

STEEL.

11. PRECAST WALL ELEMENTS

A. CAST ALL ELEMENTS WITH EXTERIOR FACE DOWN UNLESS APPROVED BY CONTRACTING OFFICER.

B. PROVIDE A 3/4 IN. CHAMFER ON ALL EXPOSED EDGES.

C. PRECAST ELEMENTS MUST BE CAST ON A SUITABLE CASTING BED.

D. BOND BREAKER USED ON CASTING MEMBERS MUST BE NON-STAINING.

E. PRIOR TO CASTING THE ELEMENTS THE CONTRACTOR MUST VERIFY ALL RELEVANT DETAILS. ANY DISCREPANCY BETWEEN

ALL APPLICABLE DRAWINGS MUST BE REPORTED TO THE CONTRACTING OFFICER FOR CLARIFICATION.

F. CONTRACTOR MUST RETAIN A QUALIFIED ERECTION DESIGN ENGINEER TO DESIGN ALL STRUCTURAL ELEMENTS

NECESSARY FOR THE SAFE ERECTION OF THE PRECAST PANELS, AND TO DESIGN THE PANELS AS FORMWORK BASED ON SPACING OF WALL TIES AND HEIGHT OF CONCRETE PLACEMENT IN ACCORDANCE WITH ACI 347.

G. WALL ELEMENTS ARE PROPERLY BRACED TO MAINTAIN POSITION AND SHAPE.

H. PANELS MUST BE DESIGNED FOR FULL HYDROSTATIC (FLUID) PRESSURE OF WET CONCRETE.

I. WALL ELEMENTS MUST BE SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF MORTAR.

J. ACTIVE WATER LEAKS MUST BE MITIGATED PRIOR TO PLACEMENT OF WALL PANELS.

K. FALSEWORK MAY BE ABANDONED IN PLACE TO SUPPORT ELEMENTS UNTIL THE INFILL CONCRETE HAS HARDENED.

L. FORM TIE ASSEMBLIES MUST LEAVE NO METAL OR OTHER MATERIAL EXCEPT CONCRETE WITHIN 1-1/2 IN. OF THE FORMED

SURFACE.

DEMOLITION NOTES:

1. PLANS SECTIONS AND DETAILS OF EXISTING STRUCTURES ARE BASED ON ORIGINAL CONSTRUCTION DOCUMENTS. DIMENSIONS

OF EXISTING CONSTRUCTION ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY EXISTING CONSTRUCTION PRIOR TO

BEGINNING WORK.

2. PLANS AND DETAILS SHOWN ON THE DEMOLITION DRAWINGS ARE FOR REFERENCE ONLY. CONTRACTOR IS DIRECTED TO

REFERENCE DRAWINGS FOR ADDITIONAL INFORMATION.

3. COORDINATE WITH CIVIL, MECHANICAL, AND ELECTRICAL DEMOLITION SHEETS.

4. PROTECT AND MAINTAIN STEEL ENTRANCE COFFERDAM DURING ALL WORK.

5. DRY DOCK FLOOR PILES MUST BE INSTALLED PRIOR TO GLOBAL DOCK WALL AND FLOOR DEMOLITION. IF THE PILE INSTALLATION AND DOCK DEMOLITION ARE PHASED, ENSURE DOCK IS PINNED WITH PILES WITHIN 100 FT DISTANCE OF PHASED DEMOLITION

BOUNDARY. SUBMIT PHASING PLAN TO THE COR FOR APPROVAL PRIOR TO BEGINNING OF ANY DEMOLITION WORK.

6. UPON CONTRACTING OFFICER'S APPROVAL/ACCEPTANCE OF ALL WORK WITHIN COFFERDAM, FLOOD THE DOCK, CUT OFF

COFFERDAM, AND THE CONCRETE CLOSURE WALLS AS INDICATED.

7. PATCH RIVER WALLS AFTER REMOVAL OF CLOSURE WALLS.

8. TYPE 316 STAINLESS ANCHORS MAY BE CUT OFF FLUSH WITH FACE OF STRUCTURE.

9. ALL CARBON STEEL ANCHORS MUST BE CHIPPED BACK AND CUT BACK AND PATCHED TO PROVIDE 2 IN. MIN CLEAR COVER.

10. REMOVE ALL CONSTRUCTION/COFFERDAM DEBRIS FROM RIVER BOTTOM.

11. NOT USED.

12. REPAIR ALL PORTIONS OF GOVERNMENT PROPERTY DAMAGED DURING CONSTRUCTION PRIOR TO DEMOBILIZATION.

13. ALL EXPOSED REINFORCING STEEL AND ANCHOR RODS FOR DEMOLISHED CONCRETE MUST BE GROUND SMOOTH. APPLY

COATING ON THE BARE METAL WITH ZINC RICH PRIMER.

14. ALL EXISTING REINFORCING BARS EXPOSED FOR WELD SPLICE MUST BE THOROUGHLY CLEANED AND MEASURED IN DIAMETER

PRIOR TO WELDING. APPLY COATING WITH ZINC RICH PRIMER AFTER WELDING.

15. CONTRACTOR RESPONSIBLE FOR ALL CONCRETE DAMAGE REPAIR ASSOCIATED WITH WELDED SPLICE CONNECTION.

DEEP FOUNDATION NOTES:

1. ALLOWABLE PILE CAPACITIES INDICATED. REQUIRED ULTIMATE CAPACITIES ARE SHOWN IN [ ]s.

A. HP16 115 [230] TON TENSION AT DD FLOOR

B. HP16 195 [390] TON COMPRESSION TYPICAL DD FLOOR

C. HP16 210 [420] TON COMPRESSION DRY DOCK SUMPS

D. PP12.750 85 [185] TON COMPRESSION CRANE BEAM

2. REFER TO SHEET S-501 FOR PILE DETAILS.

3. REFER TO S-601 THROUGH S-605 SERIES SHEETS FOR PILE SCHEDULES AND TEST PILES.

4. CRANE BEAM TEST PILES MAY BE DRIVEN OFF ALIGNMENT AND ABANDONED IN PLACE.

REMOVABLE ALUMINUM RAILING NOTES:

1. ALUMINUM PIPE RAILING MUST BE PROVIDE WITH STANDARD MILL FINISH.

2. UNLESS OTHERWISE INDICATED ALL JOINTS MUST BE MITERED AND WELDED, MADE BY FITTING POST TO TOP RAIL AND INTERMEDIATE RAIL TO POST, GROOVE WELDING JOINTS AND GRINDING SMOOTH. RAILING MUST BE BENT AT END CORNERS WITH A MINIMUM INSIDE RADIUS OF 1 1/2 TIMES AND A MAXIMUM 2 1/2 TIMES THE OUTSIDE DIAMETER OF THE PIPE. TOP RAIL

MUST NOT BE SPLICED.

3. ALL WELDS MUST BE CONDUCTED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS D1.2. GRIND ALL WELDS SMOOTH.

4. ALL HOLES TO BE DRILLED, PUNCHED, OR SUBPUNCHED AND REAMED. BURNING IS NOT ALLOWED.

5. INWARD / OUTWARD MOVEMENT AT TOP OF RAIL MUST BE LESS THAN 2" UNDER A 200 LB HORIZONTAL POINT LOAD PLACED AT

ANY LOCATION AT THE TOP RAIL.

METAL BAR GRATING:

1. 3/8" CLEARANCE BETWEEN INDIVIDUAL PANELS ±1/16".

2. MINIMUM CLEARANCE BETWEEN GRATING AND SUPPORT IS 3/8" AND 1/4" FOR THE COPING LEVEL AND FLOOR LEVEL GRATING, RESPECTIVELY.

3. TOLERANCES:

A. WIDTH ±1/4"

B. SPAN ±1/4"

C. BEARING BAR SPACING ±1/16"

D. CROSS BAR SPACING ±1/4"

E. MAX BEARING BAR LEAN 1-1/4: 12

F. MAX CROSS BAR LEAN 2-1/2: 12

G. TRANSVERSE BOW 1/8" PER FOOT WIDTH

H. LONGITUDINAL BOW SPAN/240

4. COPING AND FLOOR GRATING HAS BEEN DESIGNED FOR LOADING INDICATED ON S-001.

5. ALL GRATING MUST BE HOT DIP GALVANIZED AFTER FABRICATION.

SHALLOW FOUNDATIONS:

1. SHALLOW FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON SOIL CAPABLE OF SUPPORTING A MAXIMUM NET ALLOWABLE

BEARING PRESSURE OF 2,000 PSF.

2. BOTTOM OF FOOTING MUST BE AT LEAST 24" BELOW LOWEST ADJACENT GRADE.

3. OVER EXCAVATE SHALLOW FOUNDATIONS AND PROVIDE 1 FT MINIMUM #21A BASE. EXCAVATIONS MUST EXTEND 2 FT OUTSIDE

THE FOOTPRINTS OF THE FOUNDATIONS.

4. ALL SHALLOW FOUNDATIONS MUST BE CAST IN NEAT EXCAVATIONS, FORMING IS ALLOWED WHERE UNSUITABLE BANKS OCCUR.

5. DO NOT BACKFILL FOUNDATION WALL UNTIL WALL CONCRETE HAS REACHED FULL DESIGNED STRENGTH.

6. BRACE ALL FOUNDATION WALLS UNTIL RAISED SLAB ON FILL HAS REACHED 85% DESIGN STRENGTH.

7. PROVIDE A MINIMUM OF 1% SLOPE AWAY FROM SHALLOW FOUNDATIONS FOR DRAINAGE.

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A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING

D E

P A

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T O

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A V

Y N

A V

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H, V

DSN

1806701

UNCLASSIFIED

11/20/2024

MICHAEL A. WASSELL

NNSY CODE 900F.1

DIVISION HEAD

WILLIAM B. FORBES, PE

NAVFAC ATLANTIC

ENGINEERING & DESIGN DIRECTOR

01/14/2025

JTW

JMM MBC RDW

14144855

S-002

AS NOTED

1/8"

1. GROUT IN CONFORMANCE TO THE REQUIREMENTS OF ASTM C1107 AND CRD C-621.

2. HOLE DIAMETER MUST BE AT LEAST 1.5 TIMES THE ANCHOR DIAMETER.

3. ANNULAR SPACE MUST BE AT LEAST 1/2 IN. OR AS APPROVED BY GROUT MANUFACTURER.

4. MINIMUM EMBEDMENT IS 24 DIAMETERS, UON

5. INTERIOR OF HOLE MUST HAVE A CONCRETE SURFACE PROFILE OF ICRI CSP 6 (MEDIUM

SCARIFICATION) AND BE SATURATED SURFACE DRY PRIOR TO PLACEMENT OF GROUT.

75'-0" MAX

COPING CJ

25'-0" MAX

PCJ

SCALE: NTS

PARTIAL CONTRACTION JOINT (PCJ)A3

3/4" CHAMFER

STOP ALTERNATE BARS

BACK 1" FROM JOINT

1. MIXING OF ADHESIVE IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS.

2. UNLESS OTHERWISE APPROVED, HOLES TO RECEIVE DOWELS MUST BE DRILLED WITH A

ROTORY IMPULSE TYPE DRILL.

3. SPECIAL INSPECTION REQUIRED.

4. EPOXY GROUT SUBMITTAL WILL INCLUDE A CURRENT ICC-ES EVALUATION REPORT.

5. DOWELS OR ANCHOR RODS SECURED UNTIL EPOXY GROUT HAS CURED FOR 24 HOURS.

2.12 d b

12db

UON

1" SMOOTH DOWEL @ 12" OC,

GREASE OR SLEEVE ONE END

1/2'" THK PRE-MOLDED

EXP JT FILLER

CL EXP JT

CL CJ, SEE NOTE

1'-6" 1'-0"

TYP REINF

1/2" CONT CENTER

BULB WATERSTOP

CL CONTROL JOINT

STOP ALTERNATE

BARS 1" FROM JOINT

DUCT BANK LONGITUDINAL

REINFORCING, TYP

DUCT BANK,

SIZE VARIES PVC CONDUIT, SIZE

AND QUANTITY VARY

WALL/ SLAB PRIMARY

REINFORCING, SEE

NOTE 1

WALL/ SLAB,

THICKNESS VARIES

WALL ELEVATION/ SLAB PLANSECTION A-A

WALL/ SLAB PRIMARY

REINFORCING, TYP

PVC CONDUIT, TYP

SCALE: NTS

DUCT BANK SLAB/WALL PENETRATIONA1

CONDUIT SPA PER

ELEC DRAWING

9" EMBED, TYP

POST-INSTALLED EPOXY

ANCHOR ROD OR REBAR

10° ANGLE ONLY REQ'D

FOR HORIZONTAL

1. APPLY SELF ADHESIVE VINYL LABELS WITH AN INDIVIDUAL IDENTIFIER

TO EACH PIECE OF REMOVABLE RAILING. LABELS MUST BE APPLIED

TO THE FRONT OF EACH HANDRAIL POST 12" ABOVE THE BASE AND

BE VISIBLE AFTER HANDRAIL INSTALLATION. SEE TYPICAL HANDRAIL

IDENTIFIER DETAIL, THIS SHEET, FOR LAYOUT OF IDENTIFIER LABELS

APPLIED TO POSTS. A MATCHING 2" BRASS IDENTIFIER MARKER

MUST BE APPLIED ADJACENT TO THE WEST, OR NORTH HANDRAIL

SLEEVE. LABELS APPLIED TO THE WEST, OR NORTH HANDRAIL POST

OF EACH PIECE OF HANDRAIL AND ASSOCIATED SUPPORT WHEN

VIEWING THE HANDRAIL WHILE FACING THE DRY DOCK.

2. LABELS PRINTED WITH RED, 1 1/2" TALL LETTERS ON A WHITE,

RECTANGULAR-SHAPED, SELF ADHESIVE LABEL. EACH IDENTIFIER

STARTS WITH A SINGLE LETTER DENOTING LOCATION ON THE DOCK

AND ENDS WITH AN INDIVIDUAL SEQUENTIAL NUMBER. LOCATION

LETTERS ARE "S" AND "N" FOR THE SOUTH AND NORTH SIDES OF THE

DOCK. NUMBERING ALONG THE SIDES OF THE DOCK STARTS AT THE

WEST END "OUTBOARD RAILING".

3. LABELS ARE MADE FROM "3M SCOTCHCAL FILM SERIES 220" VINYL

FILM OR APPROVED EQUIVALENT. THE SURFACE WHERE LABELS ARE

APPLIED WILL BE CLEANED WITH SOLVENT OR BY MANUFACTURER'S

RECOMMENDED METHOD IMMEDIATELY PRIOR TO APPLICATION OF

LABELS.

4. CONTRACTOR MUST FURNISH AND APPLY A SAMPLE SET OF LABELS

FOR A SINGLE HANDRAIL FOR APPROVAL PRIOR TO ORDERING FULL

SET OF LABELS.

5. BRASS MARKER MAY BE SET IN CONCRETE OR POST INSTALLED PER

C1/S-005.

N 3/

8" M

" M

TYPICAL POST IDENTIFIER

DETAIL

NOTE: TOEBOARD MUST BE WELDED TO

THE PROTECTED SIDE OF THE POST

SCALE: NTS

REMOVABLE RAILING IDENTIFICATIONA4

SCALE: NTS

DETAIL - COUPLERC2

2Ø M

BOLT Ø VARIES

HEAVY HEX F1554,

GRADE 55 BOLT

A194 8M SS STOP-TYPE

COUPLER, SEE NOTE 1

TOP OF CONCRETE

SS HEAVY HEX BOLT,

ASTM A193 GRADE B8M

BASE PLATE

NOTES:

1. COUPLER FOR ANCHOR BOLT HAS A WATERTIGHT

STAINLESS STEEL BULKHEAD BETWEEN BOLTS.

CONTRACTOR MAY OMIT BULKHEAD IF BOTH BOLTS ARE

STAINLESS STEEL.

2. COUPLER AND SS HEX BOLT AT IMMERSED LOCATIONS (DRY

DOCK BASIN) MUST BE TYPE 2205 DUPLEX STAINLESS

STEEL.

3. SECURE ALL EMBEDDED THREADED FASTENERS WITH

THREADLOCKER.

CEMENTITIOUS GROUTED FLOOR ANCHOR/DOWEL NOTES:

EPOXY GROUTED ANCHOR/DOWEL NOTES:

REMOVABLE RAILING IDENTIFICATION NOTES:

NOTE:

1. ADJUST SLAB / WALL REBAR SPACING AS

NECESSARY FOR THE CONDUIT

PENETRATION. THE ADJUSTED REBAR

SPACING WILL NOT EXCEED THE

CONDUIT CENTER TO CENTER SPACING.

SCALE: NTS

COPING WALL CJ AND PCJD3

SCALE: NTS

COPING CJC3

NOTE: IF COPING CJ SPACING DOES NOT MATCH D3/S-005 CONTINUE ALL REINFORCEMENT THROUGH JOINT.

1/2" CONT CENTER

BULB WATERSTOP

CONT PVC WATERSTOP

BOTT UTIL TRENCH

PER ELEV 2"

N23 3/ 4"

EMBEDDED BRASS SURVEY MARKER

NOTE: AT ALTARS PROVIDE RUSTICATION JOINTS AT EVERY PANEL JOINT.

PCJ MUST BE AT LEAST 6 FT FROM CENTER OF CLEAT.

EXPOSED FACE

NOTE:

1. DOUBLE CHAMFER JOINT ONLY REQUIRED ON EXPOSED FACE. SEE NOTE 1

1/2"

SCALE: NTS

POST - INSTALLED EPOXY

ANCHOR ELEVATION DETAILC1

SCALE: NTS

EXPANSION JOINT BETWEEN CONCRETE

MEMBERS (WHERE INDICATED)

NOTE: SINGLE LAYER REINF SHOWN DOUBLE LAYER SIMILAR WITH SINGLE SMOOTH DOWEL AT

CENTER OF CROSS SECTION.

EL 106.0

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A/…

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