Attachment AL - 1806701Amend0009-DWG.pdf
PDF 2 MB Posted
- Solicitation number
- N6247024R0062
About this file
These are engineering and demolition drawings for the Dry Dock 3 Modernization project at Norfolk Naval Shipyard in Portsmouth, Virginia. The drawings include detailed structural demolition plans for multiple areas, specifically focusing on Pumpwell 3, Dry Dock 3 head wall, and north wall elevations. Key elements include plans for demolishing existing steel beams, stairs, grating, walls, and infrastructure, with specific instructions for removing components like crane rails, flood walls, discharge lines, and electrical systems. The drawings provide precise elevation measurements, structural details, and demolition sequencing for various components, indicating a comprehensive modernization effort of the naval shipyard facility.
The technical drawings contain extensive technical specifications for reinforcing concrete, anchor rod schedules, base plate grouting notes, and construction joint details. They include specific instructions for demolition activities, such as abandoning vertical steel elements, sandblasting surfaces, and preparing for new construction. The documents are part of a military construction project (MILCON) with project number P1062, associated with solicitation N6247024R0062, and are prepared by Naval Facilities Engineering Systems Command (NAVFAC) Atlantic for the Department of the Navy.
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200 150 100 50
TIDE GAUGE
(OBSCURED
AREA)
ACCESS
OPENING
(TYP)
GRANITE STEPS &
METAL HANDRAIL (TYP)
WALL LIGHT
W/GUARD
(TYP)
ABANDONED
WALL RING
BRACKET
(TYP)
FIBERGLASS
STAIRS
GRANITE
STEPS (TYP)
ELECTRIC
BOX (TYP)
4"DISCHARGE
LINES
4"DISCHARGE
LINES
WALL BRACKET
FOR DISCHARGE
LINE (TYP)
WALL LEDGE
(TYP)
WALL BRACKET &
STRAP FOR STEAM
LINE (TYP)
14"STEAM
LINE
4"4" 4"
4"
UV UV UV
UVUV
8"DUCTILE IRON
DISCHARGE LINE
10"FIBERGLASS
DRAIN LINE
BO
TT
OM
O
F W
AL
L
TO
P
OF
W
AL
L
TO
P
OF
W
AL
L
8"DUCTILE IRON
DISCHARGE LINE
TO
P
OF
P
IP
E
BO
TT
OM
O
F
PI
PE
DDFD2FSR2
DDFD2FSR1
W W W W W W W W W W W W W W W W W
W W
W
W
W W W W W W W W W W W
W
W W
W
ELEV=95.36
EL
EV
=6 0.
ELEV=80.35
EL
EV
=8 0.
EL
EV
=6 7.
ELEV=82.10
ELEV=95.44
EL
EV
=7 7.
ELEV=82.63
ELEV=95.31
EL
EV
=8 0.
EL
EV
=7 7.
EL
EV
=6 7.
EL
EV
=7 3.
EL
EV
=9 9.
EL
EV
=9 7.
EL
EV
=9 6.
EL
EV
=1
.3
EL
EV
=9 8.
EL
EV
=1
.3
4"DRAIN LINE
4"DRAIN LINE
4"DRAIN LINE
4"DRAIN LINE
50 100 200
TIDE GAUGE
ACCESS
OPENING (TYP)
GRANITE
STEPS
(TYP)
WALL LIGHT
W/ GUARD (TYP)
ABANDONED WALL
RING BRACKET (TYP)
FIBERGLASS
STAIRS
ELECTRIC
BOX (TYP)
4"DISCHARGE
LINES
WALL BRACKET &
STRAP FOR STEAM
LINE(TYP)
14"STEAM
LINE
WALL BRACKET
FOR DISCHARGE
LINE (TYP)
WALL LEDGE
(TYP)
WALL LEDGE (TYP)
UV UV
UV
8"DUCTILE IRON
DISCHARGE LINE
10" FIBERGLASS
DRAIN LINE
BO
TT
OM
O
F W
AL
L
TO
P
OF
W
AL
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W
AL
L
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P
OF
P
IP
E
TO
P
OF
P
IP
E
BO
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O
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W W
W
W W
W
EL
EV
=6 7.
ELEV=95.31
EL
EV
=1
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EL
EV
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EL
EV
=6 7.
EL
EV
=7 3.
EL
EV
=8 0.
EL
EV
=6 7.
EL
EV
=7 7.
ELEV=95.48
EL
EV
=6 1.
EL
EV
=1
.3
EL
EV
=9 8.
EL
EV
=9 6.
14" STEAM LINE
4" DRAIN LINE
4"DRAIN LINE
GRANITE
STEPS (TYP)
PLAN
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SCALE: 1" = 10'
DRY DOCK 3 ELEVATION - DD3 HEAD WALL
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WILLIAM B. FORBES, PE
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1806701
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11/20/2024
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
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ELECTRIC BOX (TYP)
TIDE GAUGE
WALL LEDGE
(TYP)
500 550 600 650
ACCESS
OPENING (TYP)
GRANITE
STEPS (TYP)
FIBERGLASS
STAIRS
ACCESS
OPENING (TYP)
WALL LIGHT
W/ GUARD (TYP)
ELECTRIC
BOX
(TYP)
4"DISCHARGE
LINES
WALL BRACKET
FOR DISCHARGE
LINE (TYP)WALL BRACKET
FOR DISCHARGE
LINE (TYP)
ABANDONED WALL
RING BRACKET (TYP)
ELECTRIC
PANEL
COMPRESSED
AIR
UV UV
UVUV
UV
UV
TOP OF
FLOOD
STRUCTURE
PIT
PIT
8"DUCTILE IRON
DISCHARGE LINE
10"FIBERGLASS
DRAIN LINE
DDFD2FNR9
DDFD2FNR8DDFD2FNR7
W W
W
W W
W
W W W W W WW W W W W W W W W W W W W W W W W W
W W
W W
RESTRICTED
TUNNEL
4"DRAIN LINE
4"DRAIN LINE
4" DRAIN LINE
250 300 350 400 450
GRANITE
STEPS (TYP)
ELECTRIC
BOX
(TYP)
GRANITE STEPS
& METAL HANDRAIL
(TYP)
FIBERGLASS
STAIRS
ACCESS
OPENING (TYP)
WALL LIGHT
W/ GUARD (TYP)
ABANDONED WALL
RING BRACKET (TYP)
ELECTRIC
BOX (TYP)
4"DISCHARGE
LINES
4"DISCHARGE
LINES
4"DISCHARGE
LINES
4"DISCHARGE
LINES
WALL BRACKET
FOR DISCHARGE
LINE (TYP)
WALL LEDGE (TYP) COMPRESSED AIR ELECTRIC
BOX (TYP)
UV UV UV
UVUV UV
8"DUCTILE IRON
DISCHARGE LINE
8"DUCTILE IRON
DISCHARGE LINE
10" FIBERGLASS
DRAIN LINE
10"FIBERGLASS
DRAIN LINE
DDFD2FNR6
DDFD2FNR5
DDFD2FNR4
DDFD2FNR3
W W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W
W W
W
WALL LIGHT
W/GUARD (TYP)
ELECTRIC
BOX (TYP)
4" DRAIN LINE
4"DRAIN LINE
4" DRAIN LINE
PLAN
NORTH
SCALE: 1" = 10'
DRY DOCK 3 ELEVATION - DD3 NORTH WALL
0 20'10'
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SCALE:
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NAVFAC DRAWING NO.
DES DRW
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TI
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D A
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DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
D E
P A
R
TM
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1806701
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CL
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UNCLASSIFIED
UNCLASSIFIED
11/20/2024
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
KEY PLAN
PLAN
NORTH
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CH
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1 1 1
3 3
33 3
147 7
TYP 8
SD404
A1
64'-0"
A3
SD507
A1
SD301A1
SD302
A1
SD308
SIM SIM
SD508
C1
TYP8
TYP
SEAL
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A
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
D E
P A
R
TM
E N
T O
F
TH
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A V
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A V
A L
FA
C
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1806701
UN
CL
AS
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FI
ED
UNCLASSIFIED
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
0 20'10'
AREA 113 - SD113
AR
EA
- S D1
PLAN
NORTH
SCALE:1" = 10'
AREA 106 - STRUCTURAL DEMOLITION 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 BOLLARD AND BOLLARD FOUNDATION.
3. DEMOLISH CLEAT.
4. LIMITS OF EXCAVATION FOR STRUCTURAL DEMOLITION. SEE SD301
AND SD302 FOR TYPICAL DEMOLITION SECTIONS. LIMITS OF WORK
SHOWN IS THE MINIMUM EXCAVATION REQUIRED TO SUPPORT
DEMOLITION OF STRUCTURAL COMPONENTS. KTR MUST VERIFY FIELD
CONDITIONS PRIOR TO COMMENCING DEMOLITION WORK.
5. SHEETING REQUIRED FOR EXCAVATION..
6. DEMOLISH CRANE RAIL.
7. DEMOLISH CRANE BEAM.
8. DEMOLISH TIE BEAM.
9. 4'-0"Ø BLOCKOUT, TYP.
14. SELECTIVE DEMOLITION OF FLOOD WALL AND FLOOD WALL
FOUNDATION.
15. CANTILEVERED COFFERDAM, SEE SC101.
16. DEMOLISH CULVERT TO LIMITS SHOWN. PROTECT REMAINING
CULVERT STRUCTURE FOR FUTURE CONNECTION.
17. DEMOLISH CRANE RAIL AN ADDITIONAL 6'-6" MIN BEYOND CRANE RAIL
BEAM DEMOLITION LIMITS.
SHEET NOTE
1. FOR ITEMS NOT NOTED SEE SD103.
SHEET KEYNOTES
JTW
JMM TNT2 RDW
14144866
ST
RU
CT
UR
AL
D
EM
OL
IT
IO
N
PL
AN
AR
EA
SD106
AS NOTED
AD
JU
ST
T
EM
P
SH
EE
TI
NG
L
IM
IT
S
/0 4/
W
W W
OPNG
B3
SD251
B3
SD252
B1
SD252
EA ED EI EJ
E1
E2
E3
E9
E8
B1
SD251
W
X
W
X
W
X
W
X
W12X26
W12X26
W8X10
W12X26
W12X26
W8X10
W
X
W
X
W
X
W
X
W
X
W14X22
W14X22
W14X22
C 7X
9.
W14X22
W
X
W
X
W
X
W18X119 W12X14W12X14
C12X20.7
W18X119 W
X
O P
E N
EOS
SLAB
SLAB
EOS
EOS
EOS
1' - 0" 4' - 7" 4' - 7" 5' - 3" 5' - 3"
C 6X
8.
C6X8.2 C
6X 8.
8"
2' - 0"
1' - 0"
1' - 8" 3' - 8" 6" 6"
5' - 3" 2' - 1" 3' - 2"
2'
1/
2" 2'
0"
2'
8" 2'
8"
2'
0" 2'
9"
6" 6"
6' - 0" 5' - 3" 5' - 3"
8' - 0" 9' - 4" 19' - 8" 5' - 6" 2' - 6"
10' - 0"
C6X8.2
L4X4X3/8
EL 86.50
LANDING
EL 92.13
EXTERIOR
METAL DOOR
LANDING
EL 92.13
4'
0"
3'
6" 4'
6"
2'
0"
5'
3" 2'
9"
1'
0"
1'
0"
1'
0"
3'
0"
T R
E A
D S
1"
3'
5" 3'
4"
1'
0"
PUMP MOTOR
SUPPORT
BEAMS
9"X4" BENT PL,
2 STRAIGHT &
1 CURVED PIECE
D5
TYP
D4
E4
D6
D6
D13
D7
D5
W14X22
D12
D12
D8D8
1. REFER TO S-050 TO S-052 FOR WET WELL 3 GENERAL NOTES,
ABBREVIATIONS, PLAN LEGEND, AND CALLOUT IDENTIFICATION.
2. ALL EXISTING DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO
COMMENCEMENT OF WORK.
3. ONCE THE EXISTING PUMPWELL HAS BEEN DEMOLISHED AND GUTTED TO
THE EXTENT REQUIRED, PLACE SELF-CONSOLIDATING CONCRETE PER
SC151, S-252 AND S-253.
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).
5. REFER TO S-903 AND S-904 FOR PROPOSED CONSTRUCTION SEQUENCING.
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
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IN
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G S
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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
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S M
O U
T H
V
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D R
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1806701
A P
P R
D A
T E
D E
S C
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IP
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IO
N S
Y M
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
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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
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NNSY CODE 900F.1
DIVISION HEAD
MICHAEL A. WASSELL
11/20/2024
SEK
01/14/2025
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
WILLIAM B. FORBES, PE
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W jc k e rc h n e r@ b u rn s m c d .c o m
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SD152
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14144872
ALC MWR
DRY DOCK 2
DRY DOCK 4
102101
DRY DOCK 2
DRY DOCK 3
DRY DOCK 4
PLAN
NORTH
SHEET NOTES
SHEET KEYNOTES
KEY PLAN
EXIST
PUMPWELL
SCALE: 1/4" = 1'-0"
PUMPWELL 3 LEVEL 1 DEMOLITION PLAN
D4 DEMOLISH EXISTING STEEL BEAMS
D5 DEMOLISH ACCESS STAIRS, LADDERS, TREADS, GUARDRAIL, AND FRAMING
FULL HEIGHT OF EXISTING PW-3
D6 DEMOLISH FRP GRATING AND GUARDRAIL
D7 ABANDON REMAINING VERTICAL STEEL ELEMENTS IN PLACE. ALL EXISTING
ABANDONED STEEL AND CONCRETE SURFACES TO BE SANDBLASTED OR
WATER JET BLASTED PRIOR TO CONCRETE PLACEMENT
D8 DEMOLISH EXISTING TIMBER SHEET PILE AS REQUIRED FOR INSTALLATION
OF NEW COFFERDAM AND STRUTS. REFER TO SC151-SC551 FOR
ADDITIONAL INFORMATION
D12 DEMOLISH EXISTING 6" SLAB ON 3" METAL DECK
D13 DEMOLISH EXISTING 8" WALL
2' 4' 8'0'
PLAN
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klshorts C:\Users\alcollot\OneDrive - Burns & McDonnell\General\PE Stamps\VA-COLLOT Model (1)
- MAIN REINF
- LAPPED REINF
CRITICAL
SECTION
INSIDE BEND DIAMETER (DEVELOPMENT, UNO):
6X DIA OF BAR - #3 TO #8 BARS
8X DIA OF BAR - #9 TO #11 BARS
10X DIA OF BAR - #14 & #18 BARS
INSIDE BEND DIAMETER (STIRRUPS/TIES/HOOPS):
4X DIA OF BAR - #3 TO #5 BARS
6X DIA OF BAR - #6 TO #8 BARS
M
IN
E M
B E
D M
E N
T
LA
P
S P
LI
C
E
S E
E N
O T
E
LA
P
S P
LI
C
E
HOOKED BAR
DETAIL 1 DETAIL 2
3" MIN COVER
TYPICAL REINFORCING NOTES:
1. REINFORCING BAR DEVELOPMENT AND LAP SPLICE LENGTHS ARE AS SHOWN IN THESE TABLES UNLESS NOTED OTHERWISE ON
THE DRAWINGS.
2. THE LENGTHS SHOWN IN THE TABLES ARE BASED ON THE FOLLOWING CONCRETE COVERAGE AND REINFORCING C TO C
SPACING:
BEAMS OR COLUMNS: COVER ≥ 1.0bd (BAR DIAMETER)
C TO C SPACING ≥ 2.0bd ALL OTHERS: COVER ≥ 1.0bd
C TO C SPACING > 3.0 bd
3. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN
THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE. VERTICAL BARS MAY BE CLASSIFIED AS OTHER.
4. THE DEVELOPMENT AND SPLICE LENGTHS SHOWN DO NOT APPLY IF ANY OF THE FOLLOWING CONDITIONS OCCUR:
A. f'c < 4000 psi B. fy > 60,000 psi
C. THE COVER OR C TO C BAR SPACING IS NOT AS LISTED ABOVE.
5. WHERE BAR SPLICES ARE STAGGERED SUCH THAT ONE-HALF OR LESS OF TOTAL REINFORCEMENT IS SPLICED WITHIN REQD LAP
LENGTH. SPLICE LENGTH MAY EQUAL DEVELOPMENT LENGTH.
6. C TO C SPACING(S) IS DEFINED AS BELOW:
DEVELOPMENT LENGTH NOTES:
1. WHERE DRAWINGS ARE DETAILED SIMILIAR TO DETAIL 2, EXTEND THE
EMBEDMENT LENGTH SUCH THAT THE HOOKED BAR CONTACTS THE LAYER
OF MAIN REINFORCING SHOWN.
2. EMBEDMENT LENGTHS IN CHART ARE TYPICAL EXCEPT AS NOTED IN DETAIL
2, OR AS INDICATED ON DRAWINGS.
LE
N
G T
H
12X DIA OF BAR
LE
N
G T
H O R
/2
M
IN
4X D
IA
O
F B
A R
"S"
SEE SCHEDULE
ROD DIAMETER,
TOF, SEE PLAN
BASE PLATE
P R
O J
ADHESIVE
1/
2"
NOTE: ELIMINATE 1-1/2" GROUT BED AT WALL, RAILING BASEPLATES AND CEILING INSTALLATIONS
OR WHERE SPECIFIED.
E M
B E
D
SEE PLANS
ROD DIAMETER,
E M
B E
D
TOF, SEE PLAN
BASE PLATE
1/
2"
P R
O J
A
1/ 2"
DAMAGE LAST THREAD
TO PREVENT REMOVAL
OF BOLT
CAST-IN ANCHOR SCHEDULE
D B
3/4"
1 1/2"
A
2"
4"
10"
22"
D = BOLT DIAMETER
B = EMBEDDED LENGTH
REMARKS
NOTES:
1. FULLY THREADED RODS ARE NOT PERMITTED.
2. ANCHOR BOLT MATERIAL PER GENERAL NOTES.
3. USE SCHEDULE VALUES ABOVE UNLESS OTHERWISE NOTED ON DETAIL.
1" 3" 14"
1 1/4"
7/8" 3" 12"
3" 18"
UPLIFT PLATE W/ ONE NUT
EACH SIDE BY
CONTRACTOR
TIEBACK TENDON
12" DRILLED AND
GROUTED TIEBACK
UNBONDED LE
NGTH
BONDED LE
NGTH
NOTES:
1. TIEBACKS TO BE PRELOADED TO 75% OF DESIGN LOAD (SEE S-050 FOR LOAD AND
BONDING REQUIREMENTS).
SHEET PILE
SHEATH
GROUT
CL
TIEBACK BRACKET
BY CONTRACTOR
PER PLAN
BASE PLATE HOLE
DIAMETER, IN
MIN WASHER SIZE,
IN
MIN WASHER
THICKNESS
1 5/16 2 1/4
1 13/16 3 3/8
2 5/16 3 1/2 1/2
3 1/4 5 3/4
ANCHOR ROD
DIAMETER, IN
3/4
1 1/2
1 9/16 2 1/2 5/167/8
2 1/16 3 1/21 1/4
2 3/4 4 5/81 3/4
3 3/4 5 1/2 7/82 1/2
BASEPLATE NOTES:
1. BOLT PROJECTIONS ARE BASED ON 1 1/2" GROUT THICKNESS.
2. EDGES OF BASE PLATES MUST BE ROLLED OR GAS CUT.
3. BOLT HOLES MAY BE GAS CUT.
4. "DEF" DENOTES DEFAULT ANCHOR BOLT EMBEDMENT PER ANCHOR BOLT STANDARD
DETAILS.
5. PROVIDE SQUARE OR CIRCULAR WASHERS MEETING THE ABOVE REQUIREMENTS FOR ALL
BASE PLATES. PROVIDE ASTM-A36 STEEL PLATE WASHERS FOR WASHERS THAT ARE
CALLED OUT AS WELDED TO BASE PLATE.
BASEPLATE GROUTING NOTES:
1. STEEL ERECTOR TO GROUT COLUMN BASES USING FLOWABLE NONSHRINK
CEMENTITIOUS GROUT. FINAL THICKNESS 3/4" TO 2".
2. FORM GROUT OR CUT OFF AT 45 DEGREE ANGLE FROM BOTTOM EDGE OF BASEPLATE.
3. FOLLOW PROJECT SPECIFICATIONS AND GROUT MANUFACTURER'S
PRINTEDINSTRUCTIONS. NOTE MANUFACTURER'S TEMPERATURE LIMITS FOR GROUT
PLACEMENT.
4. PRIOR TO GROUTING REMOVE LAITANCE AND ANY OIL-SOAKED OR DAMAGED
CONCRETE. THOROUGHLY SWEEP AND AIR-BLOW SURFACE FREE OF ALL DUST.
5. SATURATE CONCRETE SURFACE BEFORE GROUT PLACEMENT. SURFACE MUST BE
DAMP BUT FREE OF STANDING WATER.
6. FLOW OR PUMP GROUT INTO FORM IN ONE CONTINUOUS PLACEMENT.
7. KEEP FORMS IN PLACE FOR 24 HOURS AFTER GROUT PLACEMENT.
8. CURE GROUT BY KEEPING ALL SURFACES WET FOR 7 DAYS OR BY APPLICATION OF A
CURING COMPOUND.
1/
2"
T3T3T3
T
SLAB
HYDROPHILIC
WATERSTOP
CJ-1 WITH WATERSTOP
CJ-2 WITHOUT WATERSTOP T ≤ 30"
REFER TO PLAN REFER TO PLAN
R E
F E
R T
O P
LA
N
CONDUIT ARRAY,
REFER TO ELECTRICAL
DRAWINGS
GRID
TO PLAN
EL - REFER
BLOCK OUT OPENING DURING
NEW CONSTRUCTION OR
DEMOLISH OPENING IN
EXISTING CONSTRUCTION.
INSTALL CONDUIT AND FULLY
GROUT ALL ANNULAR
SPACES WITH NON-SHRINK
GROUT
HYDROPHILIC
WATERSTOP APPLIED
TO EXIST CONC WALL
NOTES:
1. REFER TO SPECIFICATION 31 62 16.13 FOR PILE INSTALLATION AND LOAD TESTING
PIPE PILE (SIZE VARIES)
(M
IN
B E
LO
W
G R
A D
E
6' -6
2'
-0
8 - #6 DOWELS
WITH STD 90° HOOK
BOTTOM OF SLAB
SPLIT RING
SHEAR KEY, TYP
M
IN
1' -0
1'
-6
1' -6
1'
-6
M
IN
1' -0
CONCRETE FILL DOWN TO
EXISTING GRADE (EL
VARIES)
TYP, SEE
C5/S-579 FOR
WELD SIZE
C5
S-579
C
LR2"
1 1/2"
6"
CLR
2"
2'-0"
12" ⌀ X 0.375"
STEEL PIPE PILE
8 - #6
DOWELS
1 1/2" X 1" SPLIT
RING SHEAR KEY
5/16
5/16
W11 SPIRAL @
5" PITCH
CONCRETE
6"
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
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A V
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A V
A L F
A C
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IE
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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
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N
1806701
A P
P R
D A
T E
D E
S C
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IP
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Y M
UNCLASSIFIED
UNCLASSIFIED
U N
C
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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
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DATE
NNSY CODE 900F.1
DIVISION HEAD
MICHAEL A. WASSELL
11/20/2024
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
WILLIAM B. FORBES, PE
01/14/2025
/6
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\D R
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S-579
W E
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14145053
ALC MWR
NOT TO SCALE
C1
TYPICAL REINFORCING DEVELOPMENT AND SPLICES
NOT TO SCALE
B1
TYPICAL POST- INSTALLED ADHESIVE ANCHOR ROD
NOT TO SCALE
B2
TYPICAL CAST IN PLACE ANCHOR ROD
NOT TO SCALE
C4
TYPICAL TIEBACK PLAN
NOT TO SCALE
A1
ANCHOR ROD SCHEDULE AND BASE PLATE NOTES
NOT TO SCALE
C3
CONSTRUCTION JOINT DETAIL
REINFORCING DEVELOPMENT LENGTHS = 5000psi
BAR SIZE
DEVELOPMENT LENGTH (INCHES) SPLICE LENGTH (INCHES)
HOOK LENGTHOTHER TOP OTHER TOP
#3 13 17 17 22 6
#4 17 22 22 29 8
#5 21 28 28 36 11
#6 25 33 33 43 13
#7 37 48 48 63 15
#8 42 55 55 72 17
#9 48 62 62 81 19
#10 54 70 70 91 22
#11 60 78 78 101 24
#14 72 93 93 121 29
#18 96 125 125 162 38
NOT TO SCALE
A3
TYPICAL CONDUIT OPENING
NOT TO SCALE
A4
DETAIL - CONCRETE JACKET FOR PIPE PILE
NOT TO SCALE
C5
12" ⌀ STEEL PIPE PILE
T
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klshorts C:\Users\alcollot\OneDrive - Burns & McDonnell\General\PE Stamps\VA-COLLOT Model (1)
| AMENDMENT - June 4, 2025 |
| SURVEYS |
| V-202 - DRY DOCK 3 ELEVATION - DD3 HEAD WALL |
| V-203 - DRY DOCK 3 ELEVATION - DD3 NORTH WALL |
| STRUCTURAL |
| SD106 - STRUCTURAL DEMOLITION PLAN - AREA 106 |
| SD152 - STRUCTURAL DEMOLITION PLAN - PUMPWELL 3 LEVEL 1 |
| S-579 - WET WELL 3 CONCRETE SECTIONS AND DETAILS - 1 OF 4 |
File details come from the government source that posted it. Updated .