Attachment B - Plans.pdf
PDF 7 MB Posted
- Attached to
- NSN, FY25/26 MAINTENANCE DREDGING Federal contract opportunity
- Solicitation number
- N4008525B0006
About this file
These are site plan drawings for Fiscal Year 2025 maintenance dredging at Naval Station Norfolk, prepared by Naval Facilities Engineering Command Mid-Atlantic. The document contains nine detailed technical drawings (V-001 through V-107) that map out precise dredging areas for multiple piers, including Piers 1, 2, 8, 9, 10, 11, 12, and 14. Each drawing includes specific dredging limits, berth configurations, and base bid dredging areas, with soundings referenced to the NOAA Mean Lower Low Water (MLLW) datum.
The drawings provide comprehensive technical details for each pier, showing dredging volumes, contract depths, and over-dredge requirements. The base bid volume totals 438,436 cubic yards across various pier locations, with individual pier sections ranging from approximately 24,000 to 54,000 square yards. Dredging depths vary between -41 and -53 feet MLLW, and the plans include additional technical information such as transition areas, existing bottom variations, and notes about dredging methodologies. The site plans also incorporate location maps, typical cross-sections, and details about adjacent naval infrastructure like breakwaters and barge approaches.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| OF1419A Final.pdf | ||
| Amendment 4.pdf | ||
| OF1419 Final.pdf | ||
| Amendment 3.pdf | ||
| Amendment 2.pdf | ||
| 1788443_Appendix A_Hydroid Net Typical Drawing.pdf | ||
| 1788443_Design Revision 02.pdf | ||
| 1788443_Appendix B_Permits.pdf | ||
| 1788443_Appendix C_Summary_DredgeSamplingData.pdf | ||
| Amendment 1.pdf | ||
| Plan-V-105_REVISED.pdf | ||
| Attachment A - Specifications.pdf | ||
| Solicitation - N4008525B0006.pdf | ||
| Attachment E - Pre-Bid Inquiry (PBI) Form.xlsx | XLSX spreadsheet | |
| Design Revision 01.pdf | ||
| Attachment D - PIEE Vendor Access Instructions.pdf | ||
| Attachment C - Bid Form.pdf | ||
| Plan-V-002_REVISED.pdf |
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Text version
11NA
1S1SA
1NA 1N
1-2
5N
6S6SA
7N
8S
8N
11S
11SA
2S
2N
6N6NA
5S 4N
4S 3N
3S
5SA
5NA
7S7SA
7NA
8SA
8NA
9SA
9NA
10SA
10NA
10N
9N 10S
9S
11N
12S
12SA
12N12NA
14S
14SA
14N
14NA
2SA
1-2A
2-3
3T
5T
14BA
BA
4NA
4SA
3NA
3SA
2-3A
2NA
TUG
11NT
SI
TE
P
LA
N F
O R
FY
M
AI
N
TE
N
AN
C E
D
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D G
IN
G
A T
N A
V A
L S
TA
TI
O N
N O
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FO
LK
N A
V A
L
FA
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IL
IT
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N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
A
TL
A N
TI
C
LOCATION MAP
N
KEY PLAN: INSET 'A'
N
PIER 7
PIER 12
PIER 9
APO #1
VIRGINIA PORT
AUTHORITY
SITE PLAN FOR FY 2025:
MAINTENANCE DREDGING OF NAVAL STATION
NORFOLK, VIRGINIA
PIER 10
PIER 8
PIER 6
PIER 5T
PIER 4
EXIST. PIER 3
PIER 2
PIER 1
CEP 111
PIER 5
PIER 3T
ELIZABETH RIVER
PIER 11
PIER 14
INSET 'A'
LIST OF SHEETS
V-001
6N
ELIZABETH RIVER
ELIZABETH RIVER CHANNEL
GENERAL NOTES
VERTICAL DATUM - SOUNDINGS ARE IN FEET AND TENTHS AND ARE REFERRED TO THE NOAA MEAN LOWER LOW WATER DATUM (MLLW).
TO BE REMOVED VIA ACOE
PERMIT NAO-2021-2377
NEW PIER 3
TO BE REMOVED VIA ACOE
PERMIT NAO-2021-2377
TO BE CONSTRUCTED
VIA ACOE PERMIT NAO-2021-2377
LEGEND
SI
TE
P
LA
N F
O R
FY
M
AI
N
TE
N
AN
C E
D
RE
D G
IN
G
A T
N A
V A
L S
TA
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O N
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FO
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N A
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N G
IN
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IN
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C O
M M
A N
D
M
ID
A
TL
A N
TYPICAL SECTION AT PIERS
TYPICAL SECTION AT PIERS W/ TRANSITION
V-002
SYMBOLS LEGEND
2. CONTRACT DEPTHS AND OVERDREDGE DEPTHS SHOWN HEREIN REFER TO NOAA
MEAN LOWER LOW WATER DATUM (MLLW).
TYPICAL SECTION AT PIERS W/ TRANSITIONC
V-002
A V-002
B V-002
SECTION THROUGH DREDGING OF PIER 11 NORTH TEE FOOTPRINTD
V-002 james.georgo Approved
PIER 1
TRANSITION 1 - 2
TRANSITIO
N
CEP-111
1S1SA
1NA 1N
1-21-2A
AV
-002 B
V -0
SI
TE
P
LA
N F
O R
FY
M
AI
N
TE
N
AN
C E
D
RE
D G
IN
G
A T
N A
V A
L S
TA
TI
O N
N O
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FO
LK
N A
V A
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FA
C
IL
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S E
N G
IN
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IN
G
C O
M M
A N
D
M
ID
A
TL
A N
CEP-111 SOUTH BULKHEAD
CEP191
TRANSITIO
N
CEP-111
CEP
GRAPHIC SCALESURVEY DATES
V-101
N
N
LEGEND
PIER 2
TRANSITION 1 - 2
TRANSITION 2 - 3
1-2
2S
2N
2NA
2SA
1-2A
2-32-3A
3S
B V
-0
CV
-002
SI
TE
P
LA
N F
O R
FY
M
AI
N
TE
N
AN
C E
D
RE
D G
IN
G
A T
N A
V A
L S
TA
TI
O N
N O
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FO
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FA
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N G
IN
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IN
G
C O
M M
A N
D
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ID
A
TL
A N
GRAPHIC SCALESURVEY DATES
V-102
N
LEGEND
PIER 8
PIER 9
8S
8N
8SA
8NA
9SA
9S
A V
-0
02AV
-002
SI
TE
P
LA
N F
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FY
M
AI
N
TE
N
AN
C E
D
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D G
IN
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N A
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S E
N G
IN
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E R
IN
G
C O
M M
A N
D
M
ID
A
TL
A N
V-103
N
LEGEND
PIER 10
PIER 9
PIER "F"
PIER "E"
PIER "D"
PIER "C"
11SA
9NA
10SA
10NA 10N
9N
10S
TUG
APPROXIMATE LIMITS OF RIP-RAP
STONE CAP OVER SLOPE
EXISTING BREAKWATER
AV
-002
A V
-0
02AV
-002
SI
TE
P
LA
N F
O R
FY
M
AI
N
TE
N
AN
C E
D
RE
D G
IN
G
A T
N A
V A
L S
TA
TI
O N
N O
R
FO
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N A
V A
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FA
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N G
IN
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E R
IN
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M M
A N
D
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ID
A
TL
A N
V-104
N
LEGEND
SI
TE
P
LA
N F
O R
FY
M
AI
N
TE
N
AN
C E
D
RE
D G
IN
G
A T
N A
V A
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TA
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N O
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FO
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N A
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IN
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IN
G
C O
M M
A N
D
M
ID
A
TL
A N
PIER 11
PIER "F"
PIER "E"
PIER "D"
11NA
11S
11SA
11N
12S
TUG
APPROXIMATE LIMITS OF RIP-RAP
STONE CAP OVER SLOPE
EXISTING BREAKWATER
DREDGE UNDER FOOT PRINT OF
PIER TEE THAT SHALL BE REMOVED
VIA SEPARATE CONTRACT
AV
-002
11NT
DV
-002
EXISTING CONCRETE PILINGS
TO BE CUT-OFF TO -55' MLLW
VIA SEPARATE CONTRACT
GRAPHIC SCALESURVEY DATES
V-105
N
LEGEND
PIER 12
11NA
12S
12SA
12N
12NA
14S
AV
-002
SI
TE
P
LA
N F
O R
FY
M
AI
N
TE
N
AN
C E
D
RE
D G
IN
G
A T
N A
V A
L S
TA
TI
O N
N O
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FO
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N A
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S E
N G
IN
E
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IN
G
C O
M M
A N
D
M
ID
A
TL
A N
GRAPHIC SCALE
N
V-106
SURVEY DATES
LEGEND
NO CONTRACT
DREDGING ON
THIS SHEET
PIER 14
PIER 14 NORTH BARGE APPROACH
14S
14SA
14N
14NA
14BA
BA
SI
TE
P
LA
N F
O R
FY
M
AI
N
TE
N
AN
C E
D
RE
D G
IN
G
A T
N A
V A
L S
TA
TI
O N
N O
R
FO
LK
N A
V A
L
FA
C
IL
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IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
A
TL
A N
GRAPHIC SCALE
V-107
SURVEY DATES
N
LEGEND
NO CONTRACT
DREDGING ON
THIS SHEET
| Sheets and Views |
| 1 V-001 TITLE |
| 2 V-002 DETAIL |
| 3 V101 PIER 1 |
| 4 V-102 PIER 2 _ TRANS |
| 5 V-108 PIER 8 _ 9S |
| 6 V-109 PIER 9N _ 10 _ TUG |
| 7 V-110 PIER 11 |
| 8 V-111 PIER 12 |
| 9 V-112 PIER 14 |
| 2025-02-27T10:29:35-0500 | |
| GEORGO.JAMES.S.1392763089 |
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