1806701-DWG-7of15.pdf
PDF 12 MB Posted
- Solicitation number
- N6247024R0062
About this file
This file contains 47 pages of detailed structural engineering drawings for the Dry Dock 3 Modernization project at Norfolk Naval Shipyard. The drawings show technical specifications and construction details for various components including sump designs, grade beams, drainage systems, platforms, stairs, and grating.
Key elements depicted include detailed sections of the north and south head walls with panel layouts, caisson seat configurations, trench drain systems, and sluice gate platforms. The drawings provide specific dimensions, elevations, and construction specifications for components like floor piles, grade beam reinforcements, and utility trough details. Notable features include generator and substation platform designs, access ladders, heavy duty grating specifications, and various structural connections. The drawings contain precise measurements, material callouts (including stainless steel and concrete requirements), and assembly details needed for construction. Each sheet includes standard drawing elements like scales, section markers, notes, and approval signatures from NAVFAC Atlantic.
View the file
Other files
Show 40 more
Latest 50 of 85 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
VERTICAL PANEL
JOINT, TYP
TIE DOWN
ANCHOR, TYP
N-9N-7
FLOOD LIGHTS
(SEE EP504)
PANEL MARK,
TYP
DRAFT BOARD
(SEE S-550)
CONCN-5N-3N-1
WP @ CL OF
COPING WALL
STA 10+00
HORIZONTAL
CONSTRUCTION
JOINT, TYP
CLEAT
N/S-0
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
PLAN
NORTH
KEY PLAN
DRY DOCK 2
102101
DRY DOCK 3
DRY DOCK 4
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 0:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-203
ST
RU
CT
UR
AL
E
LE
VA
TI
ON
DD
3 N
OR
TH
H
EA
D
W
AL
L A
RE
A
WMS
14144949
RDW CAM
SCALE: 1" = 10'-0"B1 DD3 NORTH HEAD WALL AREA 103 - STRUCTURAL ELEVATION
AR
EA
4 -
S-
TOP OF COPING
EL 106.0
TOP OF GRATING
EL 102.5
BOT OF TRENCH
EL 95.83
TOP OF PC PANEL
EL 90.0
TOP OF ALTAR 2
EL 69.42
DOCK FLOOR
EL VARIES
TOP OF ALTAR 1
EL 64.42
1. PANEL DIMENSION SHOWN ARE NOMINAL DIMENSIONS FOR ACTUAL
DIMENSION SUBTRACT JOINT WIDTH OF 1 IN., OR A 1/2 IN. AT END
PANELS.
2. SPACING OF VERTICAL CONSTRUCTION JOINTS (CJ) MUST ALIGN WITH
PARTIAL CONTRACTION JOINTS (PJC) SPACING ABOVE BOTTOM OF
UTILITY TRENCH PER D3/S-005.
3. PROVIDE DOUBLE CHAMFER JOINTS BELOW EACH PANEL JOINT
TERMINATING AT FLOOR
4. SPACING OF PARTIAL CONTRACTION JOINTS (PJC) IS PER D3/S-005 IS
AT 25 FT ON CENTER BETWEEN CJs.
5. FOR PANEL REINFORCEMENT SEE SHEET S-512.
6. PANEL MARKS ON THESE ELEVATIONS ARE SHOWN ON ODD PANELS
ONLY, ALL OF THE ERECTED PANELS MUST BE EMBOSSED ON THE
FINISHED FACE WITH 3-INCH-HIGH LETTERS LOCATED 3 FT FROM
BOTTOM OF THE PANEL WITH THE PANEL MARK.
7. TERMINATE 50% OF THE HORIZONTAL REINFORCEMENT AT EACH CJ
AND PCJ, UNPLANNED CJs MUST HAVE 100% HORIZONTAL
REINFORCEMENT CONTINUE THROUGH THE JOINT.
8. INDICATED EVEN NUMBER PANELS HAVE A 5-TON U-BOLT BLOCKOUT
CENTERED AT EL 75.0.
9. THE CENTER OF THE CIP 5-TON U-BOLT IS EL 91.5, PLACED DIRECTLY
ABOVE THE LOWER U-BOLTS.
10. VERTICAL PANEL JOINT SEALANT MUST BE STOPPED ABOVE ALTAR 2
PER A2/S-513.
11. 2x4 SHEAR KEY AT TOP OF P/S PANEL SEE A1/S-515.
12. PILES NOT SHOWN FOR CLARITY.
13. SEE MECHANICAL UTILITY DRAWINGS (MS203 THRU MS213) FOR PIPE
SIZES, FITTINGS, ETC.
SHEET NOTES
10'0 20'
MLLW
EL 93.29
AR
EA
0 -
S-
NNSY CODE 900F.1
DIVISION HEAD
MICHAEL A. WASSELL
CL WP OF STAIRS
CLEAT
HORIZONTAL
CONSTRUCTION
JOINT, TYP
TIE DOWN
ANCHOR, TYP
IN-HAUL RAIL
(BID OPTION)
TYP
3' - 7 3/16" 230' - 0"
1' - 4 13/16"
18 PANELS AT 12' - 6"
225' - 0"
N-11 N-13 N-15 N-17 N-19 N-21 N-23 N-25 N-27
VERTICAL PANEL
JOINT, TYP
FLOOD LIGHTS, TYP
(SEE EP504)
PANEL MARK,
TYP
25' - 0"
MIN
5' - 0"
MAINTENANCE PLATFORM
(BID OPTION)
REMOVEABLE FLIGHT
TYP
REMOVEABLE LANDING
TYP
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
PLAN
NORTH
KEY PLAN
DRY DOCK 2
102101
DRY DOCK 3
DRY DOCK 4
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 0:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-204
ST
RU
CT
UR
AL
E
LE
VA
TI
ON
DD
3 N
OR
TH
W
AL
L A
RE
A
WMS
14144950
RDW CAM
SCALE: 1" = 10'-0"B1 DD3 NORTH WALL AREA 104 - STRUCTURAL ELEVATION
AR
EA
5 -
S-
AR
EA
3 -
S-
TOP OF COPING
EL 106.0
TOP OF GRATING
EL 102.5
BOT OF TRENCH
EL 95.83
TOP OF PC PANEL
EL 90.0
TOP OF ALTAR 2
EL 69.42
DOCK FLOOR
EL VARIES
TOP OF ALTAR 1
EL 64.42
SHEET NOTE
10'0 20'
1. SEE SHEET S-203 FOR DRY DOCK ELEVATION NOTES.
2. SEE MECHANICAL UTILITY DRAWINGS (MS203 THRU MS213) FOR
SPECIFIC PIPE SIZES, FITTINGS, ETC.
MLLW
EL 93.29
NNSY CODE 900F.1
CLEAT
HORIZONTAL
CONSTRUCTION
JOINT, TYP
VERTICAL PANEL
JOINT, TYP REMOVABLE FLIGHT
(BID OPTION)
IN-HAUL RAIL
(BID OPTION)
TYP
11' - 1 3/16"
230' - 0" 6' - 4 13/16"
17 PANELS AT 12' - 6"
212' - 6"
N-29 N-31 N-33 N-35 N-37 N-39 N-41 N-43 N-45
FLOOD LIGHTS, TYP
(SEE EP504)
PANEL MARK,
TYP
TIE DOWN
ANCHOR, TYP
REMOVABLE FLIGHT
(BID OPTION)
REMOVABLE LANDING
(BID OPTION)
CL
T
UN
NE
L
ST
A
+4
16' - 6 9/16"
0"
S-536 A1
9' - 0 1/4"
25' - 0"
MIN
5' - 0"
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
PLAN
NORTH
KEY PLAN
DRY DOCK 2
102101
DRY DOCK 3
DRY DOCK 4
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 0:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-205
ST
RU
CT
UR
AL
E
LE
VA
TI
ON
DD
3 N
OR
TH
W
AL
L A
RE
A
WMS
14144951
RDW CAM
SCALE: 1" = 10'-0"B1 DD3 NORTH WALL AREA 105 - STRUCTURAL ELEVATION
AR
EA
6 -
S-
AR
EA
4 -
S-
TOP OF COPING
EL 106.0
TOP OF GRATING
EL 102.5
BOT OF TRENCH
EL 95.83
TOP OF PC PANEL
EL 90.0
TOP OF ALTAR 2
EL 69.42
DOCK FLOOR
EL VARIES
TOP OF ALTAR 1
EL 64.42
SHEET NOTES
1. SEE SHEET S-203 FOR DRY DOCK ELEVATION NOTES.
2. (BID OPTION) REMOVABLE FLIGHTS AND LANDINGS MUST BE LIFTED
WITHOUT GUARD RAILS, MUST HAVE FOUR LIFTING PADEYES, MUST
HAVE LIFTING DIAGRAM WITH CENTER OF GRAVITY AND PIECE
WEIGHT.
3. SEE MECHANICAL UTILITY DRAWINGS (MS203 THRU MS213) FOR
SPECIFIC PIPE SIZES, FITTINGS, ETC.
10'0 20'
MLLW
EL 93.29
BTM OPENING
EL 86.6
NNSY CODE 900F.1
CL WP OF TYPE 2 STAIR
CLEAT HORIZONTAL
CONSTRUCTION
JOINT, TYP
VERTICAL PANEL
JOINT, TYP
TIE DOWN
ANCHOR, TYP
IN-HAUL RAIL
(BID OPTION)
TYP
6' - 1 3/16" 129' - 11 15/16"
11' - 4 3/4"
9 PANELS AT 12' - 6"
112' - 6"
N-47 N-49 N-51 N-53 N-55 N-57
FLOOD LIGHTS
(SEE EP504)
PANEL MARK,
TYP
REMOVABLE FLIGHT
(BID OPTION)
REMOVABLE LANDING
(BID OPTION)
DRAFT BOARD
(SEE S-550)
S-549 B4
25' - 0"
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
PLAN
NORTH
KEY PLAN
DRY DOCK 2
102101
DRY DOCK 3
DRY DOCK 4
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 1:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-206
ST
RU
CT
UR
AL
E
LE
VA
TI
ON
DD
3 N
OR
TH
W
AL
L A
RE
A
WMS
14144952
RDW CAM
SCALE: 1" = 10'-0"B1 DD3 NORTH WALL AREA 106 - STRUCTURAL ELEVATION
AR
EA
5 -
S-
TOP OF COPING
EL 106.0
TOP OF GRATING
EL 102.5
BOT OF TRENCH
EL 95.83
TOP OF PC PANEL
EL 90.0
TOP OF ALTAR 1
EL 69.42
TOP OF ALTAR 1
EL 64.42
SHEET NOTES
1. SEE SHEET S-203 FOR DRY DOCK ELEVATION NOTES.
2. (BID OPTION) REMOVABLE FLIGHTS AND LANDINGS MUST BE LIFTED
WITHOUT GUARD RAILS, MUST HAVE FOUR LIFTING PADEYES, MUST
HAVE LIFTING DIAGRAM WITH CENTER OF GRAVITY AND PIECE
WEIGHT.
3. SEE MECHANICAL UTILITY DRAWINGS (MS203 THRU MS213) FOR
SPECIFIC PIPE SIZES, FITTINGS, ETC.
10'0 20'
MLLW
EL 93.29
NNSY CODE 900F.1
8' - 10 13/16"
TIE DOWN
ANCHOR, TYP
VERTICAL PANEL
JOINT, TYP
HORIZONTAL
CONSTRUCTION
JOINT, TYP
S-9 S-7
FLOOD LIGHTS
(SEE EP504)
PANEL MARK,
TYP
WP @ CL OF
COPING WALL
STA 10+00
CONC S-5 S-3 S-1
DRAFT BOARD
(SEE S-550) CLEAT
N/S-0
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
PLAN
NORTH
KEY PLAN
DRY DOCK 2
102101
DRY DOCK 3
DRY DOCK 4
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 1:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-210
ST
RU
CT
UR
AL
E
LE
VA
TI
ON
DD
3 S
OU
TH
H
EA
D
W
AL
L A
RE
A
WMS
14144953
RDW CAM
SCALE: 1" = 10'-0"B1 DD3 SOUTH HEAD WALL AREA 110 - STRUCTURAL ELEVATION
AR
EA
1 -
S-
TOP OF COPING
EL 106.0
TOP OF GRATING
EL 102.5
BOT OF TRENCH
EL 95.0
TOP OF PC PANEL
EL 90.0
TOP OF ALTAR 2
EL 69.42
DOCK FLOOR
EL VARIES
TOP OF ALTAR 1
EL 64.42
SHEET NOTE
1. SEE SHEET S-203 FOR DRY DOCK ELEVATION NOTES.
2. SEE MECHANICAL UTILITY DRAWINGS (MS203 THRU MS213) FOR
SPECIFIC PIPE SIZES, FITTINGS, ETC.
10'0 20'
MLLW
EL 93.29
AR
EA
3 -
S-
NNSY CODE 900F.1
CL WP OF TYPE 1 STAIR
3' - 7 3/16"
230' - 0"
1' - 4 13/16"
18 PANELS AT 12' - 6"
225' - 0"
TIE DOWN
ANCHOR, TYP
VERTICAL PANEL
JOINT, TYP
CLEAT HORIZONTAL
CONSTRUCTION
JOINT, TYP
IN-HAUL RAIL
(BID OPTION)
TYP
S-11S-13S-15S-17S-19S-21S-23S-25S-27
FLOOD LIGHTS, TYP
(SEE EP504)
PANEL MARK,
TYP
25' - 0"
MIN
5' - 0" MAINTENANCE PLATFORM
(BID OPTION)
REMOVEABLE FLIGHT
TYP
REMOVEABLE LANDING
TYP
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
PLAN
NORTH
KEY PLAN
DRY DOCK 2
102101
DRY DOCK 3
DRY DOCK 4
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 1:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-211
ST
RU
CT
UR
AL
E
LE
VA
TI
ON
DD
3 S
OU
TH
W
AL
L A
RE
A
WMS
14144954
RDW CAM
SCALE: 1" = 10'-0"B1 DD3 SOUTH WALL AREA 111 - STRUCTURAL ELEVATION
AR
EA
2 -
S-
AR
EA
0 -
S-
TOP OF COPING
EL 106.0
TOP OF GRATING
EL 102.5
BOT OF TRENCH
EL 95.0
TOP OF PC PANEL
EL 90.0
TOP OF ALTAR 2
EL 69.42
DOCK FLOOR
EL VARIES
TOP OF ALTAR 1
EL 64.42
SHEET NOTE
1. SEE SHEET S-203 FOR DRY DOCK ELEVATION NOTES.
2. SEE MECHANICAL UTILITY DRAWINGS (MS203 THRU MS213) FOR
SPECIFIC PIPE SIZES, FITTINGS, ETC.
10'0 20'
MLLW
EL 93.29
NNSY CODE 900F.1
11' - 1 3/16"
236' - 1 3/16"
18 PANELS AT 12'-6"
225' - 0"
TIE DOWN
ANCHOR, TYP
VERTICAL PANEL
JOINT, TYP
CLEAT HORIZONTAL
CONSTRUCTION
JOINT, TYP
IN-HAUL RAIL
(BID OPTION)
TYP
S-29S-31S-33S-35S-37S-39S-41S-43S-45
PANEL MARK,
TYP
S-47
25' - 0"
FLOOD LIGHTS, TYP
(SEE EP504)
MIN
5' - 0"
REMOVEABLE FLIGHT
(BID OPTION) TYP
REMOVEABLE LANDING
(BID OPTION) TYP
REMOVEABLE FLIGHT
(BID OPTION) TYP
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
PLAN
NORTH
KEY PLAN
DRY DOCK 2
102101
DRY DOCK 3
DRY DOCK 4
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 2:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-212
ST
RU
CT
UR
AL
E
LE
VA
TI
ON
DD
3 S
OU
TH
W
AL
L A
RE
A
WMS
14144955
RDW CAM
SCALE: 1" = 10'-0"B1 DD3 SOUTH WALL AREA 112 - STRUCTURAL ELEVATION
AR
EA
3 -
S-
AR
EA
1 -
S-
TOP OF COPING
EL 106.0
TOP OF GRATING
EL 102.5
BOT OF TRENCH
EL 95.0
TOP OF PC PANEL
EL 90.0
TOP OF ALTAR 2
EL 69.42
DOCK FLOOR
EL VARIES
TOP OF ALTAR 1
EL 64.42
1. SEE SHEET S-203 FOR DRY DOCK ELEVATION NOTES.
2. (BID OPTION) REMOVABLE FLIGHTS AND LANDINGS MUST BE LIFTED
WITHOUT GUARD RAILS, MUST HAVE FOUR LIFTING PADEYES, MUST
HAVE LIFTING DIAGRAM WITH CENTER OF GRAVITY AND PIECE
WEIGHT.
3. SEE MECHANICAL UTILITY DRAWINGS (MS203 THRU MS213) FOR
SPECIFIC PIPE SIZES, FITTINGS, ETC.
SHEET NOTE
10'0 20'
MLLW
EL 93.29
NNSY CODE 900F.1
CL WP OF STAIRS
11' - 4 3/4"
9 PANELS AT 12' - 6"
112' - 6"
TIE DOWN
ANCHOR, TYP
VERTICAL PANEL
JOINT, TYP
CLEAT HORIZONTAL
CONSTRUCTION
JOINT, TYP
S-49S-51S-53S-55S-57
FLOOD LIGHTS
(SEE EP504)
PANEL MARK,
TYP
REMOVABLE FLIGHT
(BID OPTION) TYP
REMOVABLE LANDING
(BID OPTION) TYP
DRAFT BOARD
(SEE S-550 )25' - 0"
MIN
5' - 0"
A1 S-550
IN-HAUL RAIL
(BID OPTION)
TYP
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
PLAN
NORTH
KEY PLAN
DRY DOCK 2
102101
DRY DOCK 3
DRY DOCK 4
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 2:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-213
ST
RU
CT
UR
AL
E
LE
VA
TI
ON
DD
3 S
OU
TH
W
AL
L A
RE
A
WMS
14144956
RDW CAM
SCALE: 1" = 10'-0"B1 DD3 SOUTH WALL AREA 113 - STRUCTURAL ELEVATION
AR
EA
2 -
S-
TOP OF COPING
EL 106.0
TOP OF GRATING
EL 102.5
BOT OF TRENCH
EL 95.0
TOP OF PC PANEL
EL 90.0
TOP OF ALTAR 2
EL 69.42
DOCK FLOOR
EL VARIES
TOP OF ALTAR 1
EL 64.42
SHEET NOTES
1. SEE SHEET S-203 FOR DRY DOCK ELEVATION NOTES.
2. (BID OPTION) REMOVABLE FLIGHTS AND LANDINGS MUST BE LIFTED
WITHOUT GUARD RAILS, MUST HAVE FOUR LIFTING PADEYES, MUST
HAVE LIFTING DIAGRAM WITH CENTER OF GRAVITY AND PIECE
WEIGHT.
3. SEE MECHANICAL UTILITY DRAWINGS (MS203 THRU MS213) FOR PIPE
SIZES, FITTINGS, ETC.
10'0 20'
MLLW
EL 93.29
NNSY CODE 900F.1
A1 S-310
18" STORM DRAIN OUTFALL
INVERT PER CIVIL
48" DIA. DRAINAGE DISCHARGE
PIPE PER MECH
A1 S-312
A3
S-312
EL 106.00
EL 61.00 EL 58.83
EL. 96.4
MHHW
EL. 93.3
MLLW
EL 100.00
RECONSTRUCTED
CONCRETE RIVER WALL
RECONSTRUCTED
CONCRETE RIVER WALL
8' - 8 1/2" 17' - 2 1/2" 56' - 9 5/8" 56' - 9 5/8" 24' - 4"
SLOPE
EXIST FACE
OF WING WALL
EL 59.5 ±
CLR
2' - 0"
EXIST FACE
OF WING WALL
TOP OF GRANITE
EL 64.0 ±
TOP OF FLOOD WALL
EL 106.0
EL 100.00
TOP OF GRANITE
EL 66.5 ±
LIMITS OF SEAT
RECONSTRUCTION
(BEYOND)
10" DIA. ENVIRONMENTAL
DISCHARGE PIPE, PER MECH
TREMIE SLAB
EL 57.25
DRY DOCK
ENTRANCE APRON
24' - 0" ±
EL 87.75
28' - 7" ± 113' - 7 1/4" 28' - 9"
CL DRY DOCK
25' - 2" ±
10 DIA EMP
DISCHARGE
PIPE, PER MECH
6" DIA ASW
DISCHARGE PIPE,
PER MECH
48" DIA SUPERFLOOD
INTAKE PIPE, PER MECH
10' - 9"
2' - 0"
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 2:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-214
ST
RU
CT
UR
AL
E
LE
VA
TI
ON
EN
TR
AN
CE
LO
OK
IN
G W
ES
T
WMS
14144957
RDW CAM
SCALE: 1/8" = 1'-0"B1 ELEVATION - ENTRANCE LOOKING WEST
4' 8' 16'0
SHEET NOTE
1. FOR SEAT GEOMETRY SEE S-310.
NNSY CODE 900F.1
OPNG OPNG
EXST TOP OF COPING
100' - 0"
PUMP LEVEL
85' - 6"
CONTROL LEVEL
108' - 0"
SUCTION FLOOR
45' - 0"
1 2B4
S-251
EXISTING PW-3
EXISTING PW-3
FILLED WITH SELF
CONSOLIDATING
CONCRETE
'-0
TYP
2'-6"
TYP
6'-0"
#9 @ 6" EW, EF.
#11 @ 6" EW, EF, TYP
#9 @ 12" EW, EF, TYP
NOTES:
1. REFER TO SC251 FOR ADDITIONAL FOUNDATION REINFORCING.
2. REFER TO SHEETS S-161 THROUGH S-163 FOR ALL EMBED AND CORBEL LOCATIONS TO BE PLACED WITH THE SHELL CONSTRUCTION.
3. THE CTJ-# DESIGNATES OUTER WALL CONSTRUCTION SEQUENCING.
4. REMOVE ADJACENT WALE AND STRUT ONCE CONCRETE HAS REACHED ITS DESIGN STRENGTH FOR EACH CTJ SECTION.
5. COORDINATE SLAB DOWEL EMBED LOCATION TO BE PLACED AS PART OF SHELL CONSTRUCTION WITH S-163 AND S-581.
6. 6" PVC HIGH HEAD WATERSTOP CAPABLE OF RESISTING 125 FEET OF HEAD PRESSURE AROUND PERIMETER.
PORTION OF CONCRETE WALL
BEYOND BETWEEN CONC
BEAMS
WET WELL 3 FLUSH WITH
EXISTING PW-3 WEST
WALL. REFER TO
DEMOLITION SERIES OF
DRAWING FOR ADDITIONAL
INFORMATION
CTJ-5 (EL 90'-4")
CTJ-4 (EL 76'-4")
CTJ-2 (EL 65'-4")
CTJ-1 (EL 54'-4")
CTJ-5 (EL 90'-4")
CTJ-4 (EL 76'-4")
CTJ-2 (EL 65'-4")
CTJ-1 (EL 54'-4")
B3
S-253
PUMP LEVEL DOWELS, TYP
AROUND PERIM (SEE NOTE 2
AND 5)
15" WALL REINFORCING
CORBEL, TYP (SEE NOTE 2)
PVC WATERSTOP, TYP
SEE NOTE 6
S-581
C1
TYP
S-581
B1 82' - 0"
CTJ-7 (EL 100'-0") CTJ-7 (EL 100'-0")
PUMP LEVEL AND ABOVE
GRADE STRUCTURE NOT
SHOWN FOR CLARITY
EXST TOP OF COPING
100' - 0"
TOP OF TIDE WALL
102' - 6"
CONTROL LEVEL
108' - 0"
SUCTION FLOOR
45' - 0"
B
#11 @ 6" EW, EF, TYP
#9 @ 12" EW, EF
'-0
TYP
6'-0"
TYP
2'-6"
NOTES:
1. REFER TO SC251 FOR ADDITIONAL FOUNDATION REINFORCING.
2. REFER TO SHEETS S-161 THROUGH S-163 FOR ALL EMBED AND CORBEL LOCATIONS TO BE PLACED WITH THE SHELL CONSTRUCTION.
3. THE CTJ-# DESIGNATES OUTER WALL CONSTRUCTION SEQUENCING.
4. REMOVE ADJACENT WALE AND STRUT ONCE CONCRETE HAS REACHED ITS DESIGN STRENGTH FOR EACH CTJ SECTION.
5. 6" PVC HIGH HEAD WATERSTOP CAPABLE OF RESISTING 125 FEET OF HEAD PRESSURE AROUND PERIMETER.
FOR RECONSTRUCTED
WALLS, REFER TO DRY
DOCK STRUCTURAL
DRAWINGS
CTJ-5 (EL 90'-4")
CTJ-4 (76'-4")
CTJ-2 (EL 65'-4")
CTJ-1 (EL 54'-4")
CTJ-5 (EL 90'-4")
CTJ-4 (76'-4")
CTJ-2 (EL 65'-4")
PVC WATERSTOP, TYP
SEE NOTE 6
PUMP LEVEL DOWELS, TYP
AROUND PERIM (SEE NOTE 2)
15" WALL REINFORCING
CORBEL, TYP (SEE NOTE 2) 6"
3'-0"
1'-0"
3'-0" 2'-11"
L3X3X1/4 (GALV) W/ 6"
LONG HEADED STUDS
FOR GRTG SUPPORT
NOTE:
DOWELS INTO
DD3 NOT SHOWN
FOR CLARITY
CAST IN THIMBLE
PLATE BY OTHERS,
SEE MECH DWGS FOR
THIMBLE PLATE
DETAILS.
58' - 0"
BOTT DD3
#9@12" EW, EF
#9@12" EW, EF
SUMP PIT
A4
S-251
8"
2' -6
PUMP LEVEL AND ABOVE
GRADE STRUCTURE NOT
SHOWN FOR CLARITY
#11 @ 6"
A
5' -0
L-3, SEE LINTEL
SCHEDULE
L-2, SEE LINTEL
SCHEDULE
SUCTION FLOOR
45' - 0"
SUMP LEVEL
43' - 0"
1 2
B4
S-251
2' -6
8'-0"3'-0"8'-0"
SUMP PITSUMP PIT
25'-0" 25'-0"
#11 @ 6"
#11 @ 6"
SUCTION FLOOR
45' - 0"
B4
S-251
6'-0"5'-0"6'-0"
2X8 FORMED KEYS @ 1'-4" OC WITH
#8 X 4'-0" DOWELS @ 1'-4" OC, COORDINATE
LOCATIONS WITH EXTERIOR WALL ELEVATION
ABOVE AND DRY DOCK 3 STRUCTURAL DRAWINGS
PVC WATERSTOP AROUND
PERIMETER OF CULVERTS
M
IN
8' -0
30'-0"
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V F
A C
A T
LA
N
T
IC
AS NOTED
P O
R T
S M
O U
T H
V
IR
G
IN
IA
N O
R F
O L K
N A
V A
L S
H
IP
Y A
R D
D R
Y D
O C
K
M O
D E
R N
IZ
A
TI
O
N
1806701
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
CAH/ELS
WILLIAM B. FORBES, PE
DSN
LA
FA
Y E
T
TE
R
IV
E R
A N
N E
X
N O
R
FO
LK
, V
A
DATE 11/20/2024
JTW
/1
/2
:3
:4
A
M C
R e v it P ro je c ts
\D R
Y D
-1
-S
-N P
W jc k e rc h n e r@ b u rn s m c d .c o m
.r v t
S-251
W E
T W
E
LL
C
O N
C R
E T
E S
H E
LL
E
LE
V
A T
IO
N
S
OS
14144958
ALC MWR
SCALE: 1/8" = 1'-0" (S-151)
B1
WET WELL INTERIOR NORTH ELEVATION SCALE: 1/8" = 1'-0" (S-151)
B4
WET WELL WEST INTERIOR ELEVATION
SCALE: 1/8" = 1'-0" (S-151)
A1
WET WELL INTERIOR ELEVATION AT SUMP RECESS
4' 8' 16'0'
4' 8' 16'0'
4' 8' 16'0'
SCALE: 3/16" = 1'-0" (S-151)
A4
WET WELL EXTERIOR ELEVATION LOOKING SOUTH
0' 4' 8' 12'
NNSY CODE 900F.1
B1
S-253
50'-0"
PW3 SUMP
59'-9"
PW3 LEVEL 4
69'-6"
PW3 LEVEL 3
79'-7"
PW3 LEVEL 2
88'-1"
PW3 LEVEL 1
92'-2"
PW3 LANDING
100'-0"
TOP OF COPING
EA ED EI EJ
COLD JOINT
B3
S-253
B1
S-253
50'-0"
PW3 SUMP
59'-9"
PW3 LEVEL 4
69'-6"
PW3 LEVEL 3
79'-7"
PW3 LEVEL 2
88'-1"
PW3 LEVEL 1
92'-2"
PW3 LANDING
100'-0"
TOP OF COPING
EAEDEIEJ
COLD JOINT
B3
S-253
1. REFER TO S-050 TO S-052 FOR WET WELL 3 GENERAL NOTES,
ABBREVIATIONS, PLAN LEGEND, AND CALLOUT IDENTIFICATION.
2. REFER TO SC151 FOR LOCATIONS OF SECTION VIEWS.
3. ALL EXISTING DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO
COMMENCEMENT OF WORK.
4. REFER TO RECORD DRAWINGS FOR "PARTIAL RENOVATION OF PUMPWELL
FOR DRYDOCK NO.3" FOR ADDITIONAL EXISTING INFORMATION FOR PW-3
(NAVFAC DRAWING NUMBERS 4143883 THROUGH 4143910).
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V F
A C
A T
LA
N
T
IC
AS NOTED
P O
R T
S M
O U
T H
V
IR
G
IN
IA
N O
R F
O L K
N A
V A
L S
H
IP
Y A
R D
D R
Y D
O C
K
M O
D E
R N
IZ
A
TI
O
N
1806701
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
CAH/ELS
WILLIAM B. FORBES, PE
DSN
LA
FA
Y E
T
TE
R
IV
E R
A N
N E
X
N O
R
FO
LK
, V
A
DATE 11/20/2024
JTW
/1
/2
:3
:4
A
M C
R e v it P ro je c ts
\D R
Y D
-1
-S
-N P
W jc k e rc h n e r@ b u rn s m c d .c o m
.r v t
S-252
P U
M P
W E
LL
E
LE
V A
T
IO
N S
O F
OS
14144959
ALC MWR
SHEET NOTES
SHEET KEYNOTES
SCALE: 3/16" = 1'-0" (S-253)
B1
NORTH WALL ELEVATION
SCALE: 3/16" = 1'-0" (S-253)
B3
SOUTH WALL ELEVATION
28 PLACE SELF CONSOLIDATING CONCRETE UP TO BOTTOM ELEVATION OF
DISCHARGE PIPING PRIOR TO INSTALLATION, SEE MECH DRAWINGS TO
COORDINATE REQUIRED ELEVATION.
29 INSTALL DISCHARGE PIPING AFTER THE EXISTING PW HAS BEEN
SELECTIVELY DEMOLISHED. CORE THROUGH EXISTING PW-3 AS REQUIRED
FOR INSTALL ON EAST AND WEST SIDES OF PUMPWELL.
30 PLACE SELF CONSOLIDATING CONCRETE FLUSH WITH GRADE AFTER ALL
DISCHARGE PIPING HAS BEEN INSTALLED.
0' 4' 8' 12' 0' 4' 8' 12'
NNSY CODE 900F.1
DEPARTMENT HEAD
MICHAEL A. WASSEL
NNSY CODE 900F.1
A
B1
S-252
B3
S-252
50'-0"
PW3 SUMP
59'-9"
PW3 LEVEL 4
69'-6"
PW3 LEVEL 3
79'-7"
PW3 LEVEL 2
88'-1"
PW3 LEVEL 1
92'-2"
PW3 LANDING
100'-0"
TOP OF COPING
E1 E2 E3 E9E8
COLD JOINT
9' -9
9'
-9
'-1
8'
-6
4' -1
1. REFER TO S-050 TO S-052 FOR WET WELL 3 GENERAL NOTES,
ABBREVIATIONS, PLAN LEGEND, AND CALLOUT IDENTIFICATION.
2. REFER TO SC151 FOR LOCATIONS OF SECTION VIEWS.
3. ALL EXISTING DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO
COMMENCEMENT OF WORK.
4. REFER TO RECORD DRAWINGS FOR "PARTIAL RENOVATION OF PUMPWELL
FOR DRYDOCK NO.3" FOR ADDITIONAL EXISTING INFORMATION FOR PW-3
(NAVFAC DRAWING NUMBERS 4143883 THROUGH 4143910).
B1
S-251
B1
S-252
B3
S-252
E1E2E9
COLD JOINT
A1
SC252
EL 100' - 0"
TOP OF COPING
EL 92'-2"
PW3 LANDING
EL 88'-1"
PW3 LEVEL 1
EL 79'-7"
PW3 LEVEL 2
EL 69'-6"
PW3 LEVEL 3
EL 59'-9"
PW3 LEVEL 4
EL 50'-0"
PW3 SUMP
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V F
A C
A T
LA
N
T
IC
AS NOTED
P O
R T
S M
O U
T H
V
IR
G
IN
IA
N O
R F
O L K
N A
V A
L S
H
IP
Y A
R D
D R
Y D
O C
K
M O
D E
R N
IZ
A
TI
O
N
1806701
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
CAH/ELS
WILLIAM B. FORBES, PE
DSN
LA
FA
Y E
T
TE
R
IV
E R
A N
N E
X
N O
R
FO
LK
, V
A
DATE 11/20/2024
JTW
/1
/2
:3
:5
A
M C
R e v it P ro je c ts
\D R
Y D
-1
-S
-N P
W jc k e rc h n e r@ b u rn s m c d .c o m
.r v t
S-253
P U
M P
W E
LL
E
LE
V A
T
IO
N S
O F
OS
14144960
ALC MWR
SCALE: 3/16" = 1'-0" (S-252)
B1
EAST WALL ELEVATION
28 PLACE SELF CONSOLIDATING CONCRETE UP TO BOTTOM ELEVATION OF
DISCHARGE PIPING PRIOR TO INSTALLATION, SEE MECH DRAWINGS TO
COORDINATE REQUIRED ELEVATION.
29 INSTALL DISCHARGE PIPING AFTER THE EXISTING PW HAS BEEN
SELECTIVELY DEMOLISHED. CORE THROUGH EXISTING PW-3 AS REQUIRED
FOR INSTALL ON EAST AND WEST SIDES OF PUMPWELL.
30 PLACE SELF CONSOLIDATING CONCRETE FLUSH WITH GRADE AFTER ALL
DISCHARGE PIPING HAS BEEN INSTALLED.
SHEET NOTES
SHEET KEYNOTES
SCALE: 3/16" = 1'-0" (S-251)
B3
WETWELL EAST ELEVATION
0' 4' 8' 12' 0' 4' 8' 12'
NNSY CODE 900F.1
EXST TOP OF COPING
100' - 0"
PUMP LEVEL
85' - 6"
CONTROL LEVEL
108' - 0"
ROOF
124' - 2"
SUCTION FLOOR
45' - 0"
SUMP LEVEL
43' - 0"
TOP OF PARAPET
128' - 8"
1 2
B1
S-452
B3
S-261
W24X94 W24X94 L3-1/2X3-1/2X3/8
W8X21
W30X124
W36X210 W36X210
W14X30 W14X30 W14X30
1'-3"
2'-6"
50'-0" 1'-3"
6'-0"
1'-0"
3'-0"
1'-0"
6'-0"
8' -0
TYP
L3-1/2X3-1/2X3/8
6'-0"
5'-5"
35'-9"
TYP
CB 18X42
#9@12" EW, EF, TYP
B4
S-452
T.O.S PIPE SUPPORT
93' - 2"
SINGLE LEG #4@18"
TRANS REINF ALONG
HEIGHT AND LENGTH
OF WALLS, TYP
#11@6" EW EF #9@6" EW EF
EXST TOP OF COPING
100' - 0"
PUMP LEVEL
85' - 6"
CONTROL LEVEL
108' - 0"
ROOF
124' - 2"
SUCTION FLOOR
45' - 0"
SUMP LEVEL
43' - 0"
TOP OF PARAPET
128' - 8"
B
6'-0"
7 6
DRYDOCK 3
W24X94
W24X94 W24X94 W24X94
W14X30 (TYP)
ROOF ACCESS
1'-3"
DRY DOCK
STRUCTURAL
DRAWINGS FOR DOCK
WALL AND CULVERT
INFORMATION
CB 12X42,TYP CB 18X42,TYP
CAST THIMBLE
PLATE. REFER
TO MECHANICAL CORBEL TYP, SEE S-581
FOR ADDITIONAL
INFORMATION
WS
#9@12" EW, EF, TYP
C4
S-582
T.O.S PIPE SUPPORT
93' - 2"
8"
4'-0"
A
1'-3"
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C A
T
LA
N T
IC
AS NOTED
P O
R T
S M
O U
T H
V
IR
G
IN
IA
N O
R F
O L K
N A
V A
L S
H
IP
Y A
R D
D R
Y D
O C
K
M O
D E
R N
IZ
A
TI
O
N
1806701
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
CAH/ELS
WILLIAM B. FORBES, PE
DSN
LA
FA
Y E
TT
E
R
IV
E R
A N
N E
X
N O
R
FO
LK
, V
A
DATE 11/20/2024
JTW
/1
/2
:3
:2
A
M C
R e v it P ro je ct s \D
R Y
D -1
-S
-N P
W jc k e rc h n e r@ b u rn s m c d .c o m
.r v t
S-261
W E
T W
E
LL
IN
T E
R
IO
R E
LE
V
A T
IO
N
S
OS
14144961
ALC MWR
SCALE: 1/8" = 1'-0" (S-162)
B1
PUMP STATION NORTH ELEVATION (OVERALL)
6 4" CONCRETE SLAB (6" TOTAL DEPTH) ON 2C16 DECK WITH #3@9" OC EW,
CTR IN SLAB.
7 15" CONCRETE EQUIPMENT PAD PER EP-1. COORDINATE WITH ELECTRICAL
DRAWINGS FOR SIZE, LOCATION, AND PENETRATIONS. REFER TO S-574
FOR ROOF OPENING DETAILS.
12 9" CONCRETE SLAB (12" TOTAL DEPTH) ON 3" DECK WITH #5@9" OC EACH
WAY, TOP AND BOTTOM. PROVIDE 2" COVER TO REINF.
14 2'-0" ELECTRICAL EQUIPMENT PAD WITH #8@12" EW, T&B.
15 18" CONCRETE SLAB WITH #7@6" EACH WAY, TOP AND BOTTOM. PROVIDE
3" CLEAR COVER TO REINF.
18 DOWEL EQUIPMENT PLATFORM MAT TO WET WELL WALL. SEE SHEET S-582
FOR DETAIL
19 12"Ø PIPE PILE x 85' EMBED, TYP WITH 24"Ø CONCRETE JACKET. SEE S-579
FOR JACKET DETAILS.
24 EXTERIOR STAIR FRAMING.
SCALE: 1/8" = 1'-0" (S-162)
B3
PUMP STATION EAST ELEVATION (OVERALL)
SHEET KEYNOTES
4' 8' 16'0' 4' 8' 16'0'
NNSY CODE 900F.1
OPNG
OPNGOPNG
OPNG
OPNG
OPNG
OPNG
EXST TOP OF COPING
100' - 0"
CONTROL LEVEL
108' - 0"
ROOF
124' - 2"
TOP OF PARAPET
128' - 8"
1 2
21'-7" 10'-0"
10'-0" 8'-0"
8' -0
6' -0
6'
-1 0"
LOUVER OPENING
REFER TO MECHANICAL
WP
2' -0
1'-1"
WP
EXST TOP OF COPING
100' - 0"
CONTROL LEVEL
108' - 0"
ROOF
124' - 2"
TOP OF PARAPET
128' - 8"
B
7' -2
5' -4
7'
-6
5'-4" 5'-8 1/2" 5'-4" 6'-7 3/4"
DUCT OPENING
PENETRATION
SEE DETAIL S-552
CONDUIT PENETRATION,
REFER TO ELECTRICAL
CONDUIT PENETRATION,
REFER TO TELECOMM
11'-1 1/4" 3'-4" 2'-0" 5'-4"
A
ELECTRICAL
EQUIPMENT
PLATFORM
EXST TOP OF COPING
100' - 0"
CONTROL LEVEL
108' - 0"
ROOF
124' - 2"
TOP OF PARAPET
128' - 8"
ELECTRICAL EQUIPMENT
PLATFORM
EXST TOP OF COPING
100' - 0"
CONTROL LEVEL
108' - 0"
ROOF
124' - 2"
TOP OF PARAPET
128' - 8"
B
LOUVER OPENING
REFER TO MECHANICAL
5' -0
7'
-6
1'-3 1/2" 7'-6" 2'-6" 7'-6"
6'-4" 14'-2"
2'-9" 7'-8"
2' -1
0" 1'
-8
A
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V F
A C
A T
LA
N
T
IC
AS NOTED
P O
R T
S M
O U
T H
V
IR
G
IN
IA
N O
R F
O L K
N A
V A
L S
H
IP
Y A
R D
D R
Y D
O C
K
M O
D E
R N
IZ
A
TI
O
N
1806701
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
CAH/ELS
WILLIAM B. FORBES, PE
DSN
LA
FA
Y E
T
TE
R
IV
E R
A N
N E
X
N O
R
FO
LK
, V
A
DATE 11/20/2024
JTW
/1
/2
:3
:3
A
M C
R e v it P ro je c ts
\D R
Y D
-1
-S
-N P
W jc k e rc h n e r@ b u rn s m c d .c o m
.r v t
S-262
W E
T W
E
LL
E
X T
E R
IO
R
E
LE
V A
T
IO
N S
OS
14144962
ALC MWR
SCALE: 3/16" = 1'-0" (S-161)
C1
PUMP WELL SOUTH ELEVATION
SCALE: 3/16" = 1'-0" (S-161)
C4
PUMP WELL WEST ELEVATION
SCALE: 3/16" = 1'-0" (S-161)
A1
PUMP WELL NORTH ELEVATION
SCALE: 3/16" = 1'-0" (S-161)
A4
PUMP WELL EAST ELEVATION
0' 4' 8' 12'
0' 4' 8' 12'
0' 4' 8' 12'
0' 4' 8' 12'
CONDUIT
PENETRATION,
REFER TO
ELECTRICAL
NNSY CODE 900F.1
CL DRY DOCK
EL 106.0
TOP OF COPING
EL 102.5
TOP OF GRATING
EL 95.83 (N)
BOT OF TRENCH
EL 90.0
TOP OF PANEL
CL INNER CRANE RAILCL OUTER CRANE RAIL
18' - 0" 72' - 0"
17' - 0" 55' - 0"
0.5% SLOPE
3' - 4" 1' - 0"
UTILITY
7' - 8" 3' - 0" 2' - 0"
CL TRENCH DRAIN
TRENCH
EL 64.42
TOP ALTAR 1
27' - 6" 15' - 0"
CIP TOC FLOOR, 2ND
STAGE GRADE BEAM
EL VARIES
EL 95.0 (S)
EL 69.42
TOP ALTAR 2
0.5% SLOPE
1% SLOPE
1% SLOPE
CONT GRATING
EL 99.6
RAIL FNDN
5' - 0" 5' - 0" 6' - 0" 39' - 0"
EL 91.5
TIE DOWN ANCHOR
EL 75.0
TIE DOWN ANCHOR
EL 101.5
IN-HAUL RAIL
8" P/C PANEL
HP16, TYP
D C
CLEAT
EXIST DRY DOCK
TIMBER
EXIST PILES
GRATING
1' - 6"
3' - 0"
CONSTR JT
CIP CONC
DIAPHRAGM
SEE G-301 FOR DRY DOCK 3
TYPICAL EXISTING TRANSVERSE
SECTION INFORMATION
1'-0" CHAMFER
2'
- 0
SEE S-502 SCHEDULE
2' - 0"
EL 93.0
DEMO LIMITS
EL 93.29
MLLW
LADDER PER PLAN
A4
S-507
CHECKER PL
BLOCKOUT BEYOND
13' - 10"
6'
- 0
2'
- 0
5'
- 0
2'
- 0
5'
- 7
11' - 10"
9' - 10"
ADDITIONAL DEMOLITION/
AS REQD FOR AT DUCT BANK
AND PIPE CROSSING LOCATIONS
S-514 A1
S-503 C4
S-516 B1
C1 S-515
3' - 5 7/8"
2' - 0" REINF CONC WALL (BEYOND)
C3 S-502
A3
S-502
MI
N
2'
- 0
3' -0
TOP OF FIRST GRADE BEAM
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 3:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-301
TY
PI
CA
L S
EC
TI
ON
A
T
GR
AD
E
BE
AM
WMS
14144963
RDW CAM
SCALE: 1/4" = 1'-0"A1 HALF SECTION - DRY DOCK GRADE BEAM
2' 4' 8'0
NOTE
1. FINAL GRADE NOT SHOWN, SEE CIVIL.
NNSY CODE 900F.1
TOP OF COPING
EL 102.5
TOP OF GRATING
EL 95.83 (N)
BOT OF TRENCH
EL 90.0
TOP OF PC PANEL
CL INNER CRANE RAILCL OUTER CRANE RAIL
18' - 0" 72' - 0"
17' - 0" 55' - 0"
0.5% SLOPE
3' - 4" 1' - 0"
UTILITY
7' - 8" 3' - 0" 2' - 0"
CL TRENCH DRAIN
TRENCH
EL 64.42
TOP ALTAR 1 TOC FLOOR, P/S CONC
FLOOR PANEL
EL PER PLAN
EL 95.0 (S)
EL 69.42
TOP ALTAR 2
0.5% SLOPE
1% SLOPE
1% SLOPE
CONT GRATING
EL 99.6
RAIL FNDN
5' - 0" 6' - 0" 39' - 0"
EL 101.5
IN-HAUL RAIL
CLEAT
EXIST DRY DOCK
(E) TIMBER
PILE, TYP
GRATING
5' - 0"
1' - 6"
3' - 0" CONST JT
EL 93.29
MLLW
SCC INFILL
EL 93.0 UON
DEMO LIMITS
SEE G-301 FOR DRY DOCK 3
TYPICAL EXISTING TRANSVERSE
SECTION INFORMATION
2' - 0" REINF CONC WALL
8" P/C PANEL
5'
- 7
2'
- 0
5'
- 0
2'
- 0
6'
- 0
" 13' - 10"
11' - 10"
9' - 10"
LADDER PER PLAN
A4
S-507
FLASEWORK MAY
REMAIN IN PLACE
BETWEEN DIAPHRAGMS
ADDITIONAL DEMOLITION/
AS REQD FOR AT DUCT BANK
AND PIPE CROSSING LOCATIONS
S-516
B1 SIM
S-514 A3
S-503 C1
A1 S-503
SCC INFILLCIP CONC
FLOOD LIGHTS,
WHERE OCCURS
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 4:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-302
TY
PI
CA
L S
EC
TI
ON
B
ET
W
EE
N
GR
AD
E
BE
AM
S
WMS
14144964
RDW CAM
SCALE: 1/4" = 1'-0"A1 HALF SECTION - DRY DOCK BETWEEN GRADE BEAM
2' 4' 8'0
MI
N
2' -3
NNSY CODE 900F.1
55' - 0"
3' - 0" 2' - 0"
WEST
CULVERT
EL 106.0
TOP OF COPING
EL 46.0
INTAKE SUMP
EL 35.0
WET WELL
ALTAR 2
CL TRENCH DRAIN16' - 0" 39' - 0"
PER SCHEDULE
PILE TIP
EL 102.5
TOP OF GRATING
EL 95.0
BTM OF TRENCH
EL 90.0
TOP OF PC PANEL
EXIST DRY DOCK
HP16, TYP
SHEET PILE
TYP
EL 41.0
0.5% SLOPE
8' - 8"
9' - 7 1/8"
7' - 8 1/8"
62' - 8 1/8"
LADDER
ALTAR 1
SEE WET WELL DRAWINGS
FOR ADDITIONAL INFORMATION
CHECKER PL
BLOCKOUT
WHERE OCCURS
EL 45.00
EL 53.00
SLOPE
7' - 8 1/8"
CJ, FULL
WALL HEIGHT
3' - 0"
4' - 0"10' - 0" SCC
INFILL
3' - 0" 2' - 11"
SLUICE
GATE
SLOT
TRENCH
DRAINAGE TRENCH
S-506 C1
S-552 B1
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 5:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-303
SE
CT
IO
N
AT
W
ET
W
EL
L
WMS
14144965
RDW CAM
SCALE: 1/8" = 1'-0"A1 SECTION AT WET WELL
2' 4' 8'0
NNSY CODE 900F.1
EL 46.0
INTAKE SUMP
EL 35.0
EXIST DRY DOCK
HP16, TYP
SHEET PILE
TYP
EL 41.0
0.5% SLOPE
55' - 0"
CL DRY DOCK
3' - 0" 2' - 0"
TRENCH
EL 106.0
TOP OF COPING
ALTAR 2
CL TRENCH DRAIN16' - 0" 39' - 0"
EL 102.5
TOP OF GRATING
EL 95.0
BTM OF TRENCH
EL 90.0
TOP OF PC PANEL
7' - 0"
5' - 7 1/8"
10' - 7 1/8"
65' - 7 1/8"
ALTAR 1
PER SCHEDULE
PILE TIP
WET WELL
SEE WET WELL DRAWINGS
FOR ADDITIONAL INFORMATION
CJ, FULL
WALL HEIGHT
EL 58.25
CJ, TYP
S-552 B1
SIM
A1 S-505
C1 S-505
S-553 C1
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 5:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-304
DR
Y
DO
CK
W
AL
L S
EC
TI
ON
S -1
WMS
14144966
RDW CAM
SCALE: 1/8" = 1'-0"A1 SECTION AT WET WELL
4' 8' 16'0
NNSY CODE 900F.1
EXISTING
PUMP WELL
EXIST DRY DOCK
0.5% SLOPE
55' - 0"
CL DRY DOCK
3' - 0" 2' - 0"
TRENCH
EL 106.0
TOP OF COPING
ALTAR 2
EL 102.5
TOP OF GRATING
EL 95.0
BTM OF TRENCH
EL 90.0
TOP OF PC PANEL
6' - 9 1/2"
13' - 9 1/2"
68' - 9 1/2"
ALTAR 1
EXIST DRY DOCK
HP16, TYP
PER SCHEDULE
PILE TIP
WET WELL
PLATFORM
EL 53.83
VA
RI
ES
50' - 0"
S-516
B1 SIM
SCC INFILL
PAVEMENT
PER CIVIL
S-552
B1 SIM
S-553 C1
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 5:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-305
DR
Y
DO
CK
W
AL
L S
EC
TI
ON
S -2
WMS
14144967
RDW CAM
SCALE: 1/8" = 1'-0"A1 SECTION AT WET WELL
2' 4' 8'0
NNSY CODE 900F.1
18' - 0"
CL OUTER CRANE RAIL CL INNER CRANE RAIL
PILE, TYP
5' - 0"7' - 8"
COPING WALL
UTILITY TRENCH
DRY DOCK FLOOR
GRADE BEAM
P/C PANEL
EL 106.0
TOP OF COPING
EL 102.5
EL 95.0
BTM OF TRENCH
P/C PANEL
EL 61.25
SCC
INFILLSLOPE
1% SLOPE
1% SLOPE
CIP FLOOR
CONSTR JT
5' - 3"11' - 9"
VARIES
2' - 1 7/8" TO 1' - 6"
EL 90.0
15' - 9 7/8"
2'
- 3
EL 93.0
DEMO LIMITS
EL 69.42
TOP OF ALTAR 2
EL 64.42
TOP OF ALTAR 1
EL 59.0
FLOOR PILE,
BEYOND
A4 S-503
SCC
INFILL
SELECT
FILL
4' - 10" +/-
2' - 0"
S-516
B1 SIM
S-306 C4
MI
N
2'
3"
PC PANEL#9 @ 8" OC#7 @ 32" OC, EW
W/ STND HOOK
#9 @ 8" OC
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 6:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-306
DR
Y
DO
CK
W
AL
L S
EC
TI
ON
S -3
WMS
14144968
RDW CAM
SCALE: 1/4" = 1'-0"A1 SECTION - HEAD WALL AT NOTCH
SCALE: NOT TO SCALE (S-306)C4 SECTION - GRADE BEAM FLOOR TRANSITION
NNSY CODE 900F.1
18' - 0"
CL OUTER CRANE RAIL CL INNER CRANE RAIL
PILE, TYP
5' - 0"7' - 8"
COPING WALL
UTILITY TRENCH
DRY DOCK FLOOR
GRADE BEAM
P/C PANEL
EL 106.0
TOP OF COPING
EL 102.5
EL 95.0
BTM OF TRENCH
P/C PANEL
EL 61.25
SCC
INFILLSLOPE
1% SLOPE
1% SLOPE
CIP FLOOR
CONSTR JT
5' - 3"11' - 9"
VARIES
2' - 1 7/8" TO 1' - 6"
EL 90.0
13' - 10"
2'
- 3
EL 93.0
DEMO LIMITS
EL 69.42
TOP OF ALTAR 2
EL 64.42
TOP OF ALTAR 1
EL 59.0
FLOOR PILE,
BEYOND
A4 S-503
SCC
INFILL
SELECT
FILL
2' - 0"
S-516
B1 SIM
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 6:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-307
DR
Y
DO
CK
W
AL
L S
EC
TI
ON
S -4
WMS
14144969
RDW CAM
SCALE: NOT TO SCALE (S-103)A1 SECTION - HEAD OF DOCK
NNSY CODE 900F.1
SILL
9' - 9 1/4"
INNER SEAT
10' - 0"
SILL
13' - 0"
OUTER
4' - 0"
SEAT
#11 @ 8" OC
#5 X 4'-0" @ 8", TYP
RIVER WALL
#9 EPOXY DOWELS @ 3'-6"
OC,EW, W/ HOOK, EXTEND
TO TOP MAT, (3'-0" MIN)
SHEAR KEY, TYP
#9 @ 8" OC
REINF PER ELEV
#11
@ 8" OC
BOTTOM OF
TRENCH
A1 S-004
2'
- 0
3'
- 0
7'
- 8
1'
-0
3' - 0"
S-309 C1
FACE OF
DRY DOCK
MIN
2' - 1"
6"
DOG HOUSE
EDGE OF CONCRETE CL PILES INNER
CRANE BEAM
6'
- 5
3/ 8"
6'
- 1 0"
5'
- 6 7/
8" 2'
- 2 3/
8"
(E) CONCRETE
(E) CONCRETE
2'
- 3
MI
N
EM
BE
D, TY
P
4' -6
#11
@ 8" OC
4' -6
#7 EPOXY DOWEL
@ 12" OC W/ HOOK
6'
- 0
2' - 6" ± (E) DOWEL, TYP
TY
P
3'
- 0
A1 S-312
#9 @ 8" OC
#6 @ 8" OC
2'
- 2
3/ 8"
(E) CONC
PUMPWELL WALLROUGHEN CONC
MI
N
EM
BE
D, TY
P
#6 @ 8" OC
SHEAR KEY, TYP
#5 X 4'-0" @ 8", TYP
#9 @ 8" OC
#11
8" OC
SILL
9' - 9 1/4"
INNER SEAT
10' - 0"
SILL
13' - 0"
OUTER
4' - 0"
7'
- 0
FACE OF
DRY DOCK
#9 EPOXY DOWELS @ 3'-6"
OC,EW, W/ HOOK, EXTEND
TO TOP MAT, (3'-0" MIN)
#9 @ 8" OC
WET WELL
CONC WALL
BOTTOM OF
TRENCH
A1 S-004
S-309 C1
SEAT
2'
- 3
2'
- 0
3'
- 0
5'
- 7
1/ 8"
3'
- 0
3' - 0"
SCC
VA
RI
ES
5' - 5"
19' - 2 5/8"
5'
- 6
7/ 8"
4' -6
#11
8" OC
4' -6
TY
P
3'
- 0
A3 S-312
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 6:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-308
SE
CT
IO
NS
NO
RT
H
AN
D
SO
UT
H
EN
TR
AN
CE
W
AL
LS
WMS
14144970
RDW CAM
0 4' 8' 12'
SHEET NOTES
1. NORTH WALL PLAN SECTION IS SHOWN AT EL 91.5. SIMILAR DETAILING
TO BE PROVIDED BELOW EL 91.5. NORTH RIVER WALL DETAILS VARY
BELOW EL 87.75. SEE A1/S-312.
2. SOUTH WALL PLAN SECTION IS SHOWN AT EL 95.0 (TOP OF PUMPWELL
SCC). SIMILAR DETAILING TO BE PROVIDED BELOW EL95.0 TO
EXISTING PUMPWELL FLOOR LEVEL (EL67.5 +/-).
3. PLAN DIMENSIONS ARE LINEAR RELATIVE TO SEAT WALL GEOMETRY.
SEE S-3XX FOR NORTH PLATFORM GEOMETRY AND DETAILS ABOVE
EL 91.5. SEE S-3XX FOR SOUTH PLATFORM GEOMETRY AND DETAILS
ABOVE EL 95.0.
0 4' 8' 12'SCALE: 1/4" = 1'-0"C1 PLAN SECTION - NORTH ENTRANCE WALL
SCALE: NOT TO SCALEA1 PLAN SECTION - SOUTH ENTRANCE WALL
PLAN
NORTH
PLAN
NORTH
NNSY CODE 900F.1
(E) 10" TIMBER SHEET
PILING, TYPPILE PER PLAN,
TYP, SEE NOTE 1
EL 61.0
8' - 0" 10' - 0"±
APRON
12' - 8"
OUTER
4' - 0"
SILL
13' - 0"
INNER SEAT
10' - 0"
SILL
9' - 9 1/4"
CL PP60.0
3130292827
(E) CONC
SLOPE
1% ± SLOPE
(E) TIMBER
PILES, TYP
#6 CEMENTITIOUS
DOWELS @ 2'-6" OC,
EW, W/ HOOK
#5 x 4'-0" @ 12" OC
@ SHEAR KEY, TYP
ADJUST LOCATION OF #9
DOWELS TO AVOID PILES,
TYP
SCC, TYP
#11
@ 8" OC
EM
BE
D, TY
P
#11 @ 8" OC
#9 @ 8" OC
#9 CEMENTITIOUS
DOWELS @ 3'-6" OC,
EW, W/ HOOK, EXTEND
TO TOP MAT, (3'-0" MIN) #5 x 4'-0" @
8" OC, TYP#11 @ 8" OC
TREME SLAB
#11
@ 8" OC
ROUGHEN
CONCRETE
TY
P
3" C
LR
MI
N
9'
- 6
2'
- 3
5'
- 6
7'
- 2
EL 59.19
LEVEL
4' - 3"
SWALE
1' - 6"
LEVEL
4' - 3"
EL 61.0
SILL
EL 59.33
SEAT
EL 57.25
TREME SLAB
EL 58.25
CUTOFF
MATCH EXISTING
VARIES,
3" MIN1'
- 8
S-309
C1
SIM, TYP
A1
S-502
LEVEL
SEAT
4' -6
4' -6
TY
P
3'
- 0
1"
1'
- 8
S
ILL
2'
2"
JA
M B
7" 7" 5"
SS DUPLEX ARMOR
PLATE, TYP
#4 @ EA END
TYP @ 8" OC
4' -0
#4 B
AR
S
2'
- 0
" M
IN
NOTES:
1. RIGHT SILL ARMORING SHOWN, LEFT SILL ARMORING OPPOSITE HAND.
2. TYPICAL REINFORCING NOT SHOWN FOR CLARITY.
3. DETAIL APPLIES TO OUTER, INNER AND SUPERFLOOD SILLS, STARTING FROM EL 106.0.
B2 S-551
#5 CONT
#11
0 4' 8' 12'
SCALE: NOT TO SCALE (S-311)A1 SECTION - INNER AND OUTER FLOOR SEAT
SHEET NOTE
1. ADJUST LOCATION OF PILES AS REQUIRED TO AVOID CONFLICT WITH
EXISTING TIMBER PILES AND/OR SHEET PILING. PILE PLACEMENT
MUST NOT EXCEED 12 INCHES.
SCALE: 1" = 1'-0" (S-308)C1 CAISSON SEAT AND SILL ARMORING
1' 2'0 6"
(SC101)
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 7:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-309
SE
CT
IO
N
-I
NN
ER
A
ND
O
UT
ER
S
EA
T
GE
OM
ET
RY
WMS
14144971
RDW CAM
NNSY CODE 900F.1
TOP OF COPING
EL 100.0
EL 61.0
SILL
EL 59.33
SEAT(E) CONC
31302928
PILE PER PLAN, TYP
CL PP60.0
EL. 96.4
MHHW
EL. 93.3
MLLW
CLEAR
5' - 6"
SILL
9' - 9 1/4"
INNER SEAT
10' - 0"
SILL
13' - 0"
OUTER
4' - 0"
APRON
12' - 8" 10' - 0"±
SEAT
EL 57.25
TREME SLAB
LEVEL 1% SLOPE
(E) 10" TIMBER SHEET
PILING, TYP
(E) TIMBER
PILES, TYP
EL 58.25
CUTOFF
8' - 0"
3' - 0"
SCC, TYP
MATCH SLOPE
1'
- 8
1/ 2"
N-57
WING WALL
ALTAR 2
ALTAR 1
SLOPE
EXIST FLOODWALL
CLOSURE
WALL
BEYOND
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 7:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-310
LO
NG
IT
UD
IN
AL
S
EC
TI
ON
CA
IS
SO
N
SE
AT
WMS
14144972
RDW CAM
0 4' 8' 12'SCALE: 3/16" = 1'-0"A1 LONGITUDINAL SECTION - CAISSON SEAT
(SC101)
NNSY CODE 900F.1
TOP OF COPING
EL 100.00
EL 61.0
SILL
EL 59.33
SEAT
CL DRY DOCK SYMM
39' - 8 3/8" 39' - 8 3/8"
PP60x1.000
COFFERDAM
TO REMAIN
CAISSON 3 CENTERED
IN THE SEAT, SEE NOTE 2
EL. 96.4
MHHW
EL. 93.3
MLLW
BENT PLATE
JOINT, TYP
BENT PLATE JOINT
40' -0" MAX
PIPE PER
MECHANICAL
PLANS, TYP
118' - 0"
2' - 2"
56' - 9 5/8" 56' - 9 5/8"
SILL
EL 61.00
S-311 A1
TYP
EL 58.25
CUTOFF
A1 S-309
X, SEE NOTE 1
PIPE PER
MECHANICAL
PLANS, TYP
EXIST FACE
OF WING WALL
EDGE OF CAISSON SEAT
1' - 2 13/16"
EXIST FACE
OF WING WALL
APRON
DRAFT BOARD
B1
S-550 SIM
MIN
2'-0"
8' - 0"
MIN
2' - 0"
1'
- 8
2' - 2"
R = 13' - 2 5/8"
39' - 8 3/8"
40' - 0 1/4"
R = 11' - 4"
51' - 2 5/8"
49' - 3 9/16"
SILL
EL 61.00
EL 72.54
EL 72.33
CL DRYDOCK
SYMMETRICAL
ABOUT CL 3/4" BENT PLATE
CL DRY DOCK
TOP OF COPING
EL 106.00
SILL
EL 61.00
MHHW
EL 96.4.00
EDGE OF SUPERFLOOD SEAT
EDGE OF INNER SEAT
OUTER SEAT
NOTE:
REMAINING COFFERDAM PILING NOT SHOWN. TREMIE SLAB
EDGE OF OUTER SEAT
INNER SEAT
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X -N
OR
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
/1
8/
:2 7:
A
M C
R ev it\
D R
YD
PD
D 3-
0-
S- D
D 3_ cm el en de z@ m of fa ttn ic ho l.c om .rv t
S-311
TR
AN
SV
ER
SE
S
EC
TI
ON
CA
IS
SO
N
SE
AT
WMS
14144973
RDW CAM
SCALE: 1/8" = 1'-0"B1 ELEVATION - CAISSON SEAT (OUTER SEAT SHOWN OTHER SEAT SIM)
4' 8' 16'0
SHEET NOTES
1. X = DISTANCE FROM STEM TO SEAT, XMIN = 3", XAVG = 5 5/8", XMAX = 8 1/4",
OR X = 5 5/8"± 2 5/8" WHEN KEEL IS BEARING ON SEAT.
2. REFERENCE DOCUMENTS: CAISSON 3 AS-BUILT DRAWING PERFORMED
BY MEB ON JUNE 2022 FOR MCON P653
SCALE: 1/4" = 1'-0"A1 DETAIL CORNER GEOMETRY
SCALE: NOT TO SCALEA2 ISOMETRIC VIEW - SOUTH ENTRANCE WALL
2' 4' 8'0
NNSY CODE 900F.1
FLOODWALL
18" DIA RCP OUTFALL PIPE,
SEE CIVIL DWGS
MASS CONCRETE
PER PLAN
RIVER WALL
OPTIONAL CJ
CJ
EL 66.50±
TOP OF EXIST GRANITE
#7 @ 12" OC
#9 @ 12" OC
(2) #6 DOWELS @ 30" OC
FIELD BEND, AS REQD
TO MATCH WALL SLOPE
#6 DOWELS @ 24" OC EW
W/ STD HOOK, SEE NOTE 1
EXISTING GRANITE
ROUGHEN SURFACE TO
1/2 INCH AMPLITUDE, TYP
EL 57.25
TREMIE SLAB
(E) TIMBER PILE, TYP
EL 100.00±
EXIST GRADE
EL 106.0
TOP OF FLOODWALL
EL 87.75
(E) ,CJ
(E) TIMBER
SHEET PILE, TYP
#7 @ 12" OC, EW
(E) CJ, TYP
(E) 1 1/2" DIA DOWEL
11' - 4"
CL
R
1'
- 0
" M
IN
2' - 0"
(E) TIMBER
SHEET PILING
S-004 A3
MIN
6"
WALL
OPENING
#7 @ 12" OC
PAVEMENT PER
CIVIL DWGS.
(E) CONC, TYP
#11
3/4 (0.45) 3/4 (0.45)
C3 S-540
FLOODWALL
MASS CONCRETE
PER PLAN
RIVER WALL
OPTIONAL CJ
OPTIONAL CJ
OPTIONAL CJ
CJ
(E) CONCRETE
#9 @ 8" OC
(2) #6 DOWELS @ 30" OC
ROUGHEN SURFACE
TO 1/2" AMPLITUDE
EL 64.12±
TOP OF EXIST GRANITE
EL 67.50±
EXIST PUMPWELL
FLOOR LEVEL
EL 100.0±
EXIST GRADE
EL 106.0
TOP OF FLOODWALL
EL 95.0
SCC #7 @ 12" OC
#7 @ 12" OC
#9 DOWELS @ 3'-6" OC
EW W/ STD HOOK
(3) #6 DOWELS @ 30" OC
FIELD BEND, AS REQD.
TO MATCH WALL SLOPE
EL 57.25
TREMIE SLAB
SCC
SELECT
FILL
MIN
7' - 0"
EL 102.5±
7' - 0"
PAVEMENT PER
CIVIL DWGS.
EQ
E
Q
OPTIONAL CJ
EQ
EQ
(E) TIMBER
SHEET PILING
WET WELL DISCHARGE
PIPING, SEE MECH, TYP
BACK OF FLANGE, TYP
6" (MIN) CLEAR FROM
OP HANDC1
S-540
RODERICK D. WHITSEL
Lic. No. 52858
R E E
NIGNELANOI
SS
E F O
R P
ON
WE
ALT
H FO
AI
NI
G
VI
M
R
M O
C
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VF
AC
A
TL
AN
TI
C
AS NOTED
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
1806701
AP
PR
D
AT
E D
ES
C
R
IP
TI
O
N
SY
M
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PL
OT
TE
D:
FI
LE
N
AM
E:
DRAWING SCALES…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .