P381 Industry Day Drawings General.pdf
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- Solicitation number
- N4008520R0021
About this file
This document package includes construction drawings and specifications for a federal construction project. The project involves building modifications and repairs to Multi-Mission Dry Dock #1 at the Portsmouth Naval Shipyard in Kittery, Maine. The drawings depict precast concrete wall panels, structural details, and utility connections to existing facilities. Specifications cover precast concrete types and volumes, construction sequencing, and connection details. The related solicitation is for an Industry Day to provide information to potential offerors for the FY21 MILCON project for repairs and upgrades to the dry dock. The Navy seeks contractor support for pre-bid activities. Responses are not required by the document.
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Contents
Rendering and General Drawings 3-4
Geotechnical Drawings 5-8
Structural Drawings: Precast Monoliths 9- 2
Structural Drawings: Construction Sequencing 13-15
Structural Drawings: Connection to Existing Pumpwell 16-17
Building 191
Prison Annex
19- 24
Civil Drawings: Crane Rail 26- 29
NOTE: THE INFORMATION PROVIDED IS PRELIMINARY AND IS SUBJECT TO CHANGE.
T
T
BERTH 1
BERTH 11
DD1WCL
DD1NCL
CENTER WALLCL
T/ NORTH DOCKWALL
EL 12.00
T/ SOUTH DOCKWALL
EL 12.00
PUMP STATION
CAISSON
(TYP)
CAISSON
SEAT (TYP)
EL 12.00
.5
.4
.4
.6
EL 12.00
T/ DD1N HEAD
END WALL
EL 12.00
T/ DD1W HEAD
END WALL
EL -22.96
T/ EXISTING
APRON
EL -22.96
EL -36.43
PIT
EL -43.43
0 + 000 + 501 + 001 + 502 + 002 + 503 + 003 + 50 4 + 00
4 + 505 + 005 + 50
67.00 506.00
67.00
UTILITY ENCLOSURE
EXISTING
PUMPWELL
.6
B3
YS301
B3
YS302
B3
YS303
A3
YS304
A3
YS305
B3
YS306
0.
.5
.0
EX
IS
TI
N
G D
D 1W
E N
TR
AN
C E
ST
R
U C
TU
R
E (P
-3
D
D 1N
E N
TR
AN
C E
ST
R
U C
TU
R
E
6.
.4
.4
6.
DD1N ENTRANCE
STRUCTURE
CONNECTION
TO EXISTING
PUMPWELL
STAIRWAY (TYP)
STAIRWAY (TYP)
PIT
EL -43.43
496.00
EL -33.43
PIT
EL -43.43 PIT EL -43.43
EL -33.43
DD1ECL
EL -37.50
CROSS
TRENCH
EL -40.00
SAND TRAP
(TYP)
EL -37.50
CROSS
TRENCH
EL -40.00
EL -36.43
LP EL -36.50 (TYP)
LP EL -36.50 (TYP)
KEY PLAN KI
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DESIGNER
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DESIGN MANAGER
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FEAD/PM&E
FIRE PROTECTION
GRAPHIC SCALE
A
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1 2 3 4 5
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YS102
Designer
Author
Checker
PLAN NORTH
SCALE: 1" = 30'-0" SK-003
GENERAL PLAN
30' 0 30' 60' 1" = 30'
GeoTechnical
Structural
Precast Monoliths
Construction Sequencing
Connection to Existing Pumpwell
A3-3 MONOLITH ID (STRUCTURE/LOCATION-TYPE)MONOLITH ID (LOCATION -TYPE)
VOLUME OF PRECAST CONCRETE: 1,705 CY
WEIGHT OF PRECAST CONCRETE: 3,452 TONS
PRECAST TYPE B1
PLAN
SCALE: 1/8" = 1'-0"
CG
A4
BLOCKOUT FOR
DRILLED SHAFT
CONNECTION (TYP)
72' - 0" 10' - 0"
/8
(TYP)
33' - 0"
(TYP)
39' - 0"
(TYP)
5' - 0"
(T
YP
(T Y P
(T Y P
/8
45' - 9 1/4"
BLOCKOUT FOR
DRILLED SHAFT
CONNECTION (TYP)
82' - 0"
(TYP)
ø 15
0"
(TYP)
ø 6'
- 0
OUTLINE OF BLOCKOUT
FOR DRILLED SHAFT
CG 20
72' - 0" 10' - 0"
45' - 9 1/4"
5'
3/
8"
OUTLINE OF BLOCKOUT
FOR DRILLED SHAFT
9'
0"
9'
0"
82' - 0"
KI
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SHEET
NAVFAC DRAWING NO.
DESIGNER
DRAWN BY
CHECKED BY
OF
EPROJECT NO.:
DESIGN MANAGER
PROJECT MANAGER
FEAD/PM&E
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
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#1
DRAWFORM REVISION: 07 AUG 2018
5 BURLINGTON WOODS
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YS321
Designer
Author
Checker
8' 0 8' 16'
1/8" = 1'-0"
SCALE: 1/8" = 1'-0" A4SECTION
MONOLITH TYPE W2
VOLUME OF PRECAST CONCRETE: 1,240 CY
WEIGHT OF PRECAST CONCRETE: 2,512 TONS PLAN AT TOP OF WALLS
SCALE: 1/8" = 1'-0"
A2
5' - 0"
2' - 0"
2' - 0" 27' - 0" 2' - 0"
2' - 0"
5' - 0"
45' - 0"
2'-0" THICK
CONCRETE ENDWALL
(TYP)
CG
22' - 6"
CG
5' - 0" 4' - 0" 11' - 0" 5' - 0" 11' - 0" 4' - 0" 5' - 0"
45' - 0"
22' - 6"
/4
9'
0"
/8
/8
2' - 0"
2' - 0"
27' - 0"
2' - 0"
2' - 0"
2'-0" THICK
CONCRETE ENDWALL
6'
0" 6'
1/ 8"
TEMPORARY STEEL
BULKHEADS AND
INTERNAL BRACING
BETWEEN PRECAST
WALLS NOT SHOWN
35' - 0"
5'-0" x 6'-0"
OPENING IN
BOTH
CONCRETE
ENDWALLS
(T
YP
/2
A2
PLAN THRU WALLS
SCALE: 1/8" = 1'-0"
2'-0" THICK
CONCRETE ENDWALL
(TYP)
45' - 0"
5' - 0" 4' - 0" 27' - 0" 4' - 0" 5' - 0"
(TYP)
11' - 0"
(TYP
5' - 0"
(TYP)
11' - 0"
2'
0"
2'
0"
5'-0" x 6'-0"
OPENING IN
CONCRETE
ENDWALL
(TYP)
KI
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A N
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-A
TL
A N
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SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
D
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C R
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TI
O N
D
AT
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AP
PR
SHEET
NAVFAC DRAWING NO.
DESIGNER
DRAWN BY
CHECKED BY
OF
EPROJECT NO.:
DESIGN MANAGER
PROJECT MANAGER
FEAD/PM&E
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
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TH
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AV
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#1
DRAWFORM REVISION: 07 AUG 2018
5 BURLINGTON WOODS
BURLINGTON, MA 01803
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YS326
Designer
Author
Checker
8' 0 8' 16'
1/8" = 1'-0"SCALE: 1/8" = 1'-0" A2SECTION
A3
YS355
A3
YS353
CENTER WALLCL
EXISTING PUMPWELL
DD1W EXISTING DD1E
EL -15.95
EL -3.00
EL -8.28
0 + 00
CJ
A3
YS356
A3
YS357
A3
YS354
SEE UTILITY
ENCLOSURE
DRAWINGS
(TYP)
NEW WALL TO ISOLATE
THE EXISTING TUNNEL
EL -22.96
DD1N
2' - 0" 6' - 0" 2' - 0"
EL -8.28
/4
HEAD END WALL
3'-0" DRILLED SHAFT (TYP)
EL -8.28
1'
6"
3'
4" 2'
3/ 8"
3'
0"
12' -7 1/2" OPENING
IN EXISTING WALL
2' - 6"
DEMOLISH THE
EXISTING STAIR AND
FILL WITH CONCRETE
BACKFILL
M08
M08
M08
UT-100.3
UT-100.2
EL -5.28
4' - 9" 4' - 6" 6' - 0" 5' - 8" 6' - 0" 5' - 8" 4' - 6"
2'
0"
9' - 6" 11' - 8" 17' - 5" 11' - 9"
MICROPILE (TYP,
SEE GEOTECHNICAL
DRAWINGS)
UTILITY ENCLOSURE
SLAB ABOVE
ENCASE ANCHOR IN
CONCRETE WALL (TYP)
M08
M08
M08
5'
0"
3/
8" 5'
0"
FLOOR HATCH FOR
MANHOLE BELOW
12' - 10 1/2" 5' - 0" 49' - 2 1/4" 3' - 0"
1' - 6" 4' - 0" 1' - 6"
FLOOR HATCH FOR
MANHOLE BELOW
EL -7.70
FLOOR HATCH FOR
MANHOLE BELOW
EL -3.61
9'
0" 2'
6"2'
6" 5'
0"
5'
0"
4'
/8
1' - 0"
1' - 0"
3'
0"
/4
10' - 3" 13' - 3"
MANHOLE
EL -3.40
LEGEND:
FLOAT-IN PRECAST CONCRETE
MONOLITHS
EXISTING
CAST-IN-PLACE CONCRETE
5'-0" DIA SECANT PILE
BELOW (SEE
GEOTECHNICAL
DRAWINGS)
REMOVE EXISTING
SHEET PILES ABOVE
EL 6.75
4'-0" DIA SECANT
PILE BELOW
(SEE GEOTECHNICAL
DRAWINGS)
REMOVE EXISTING
PILES ABOVE
EL. -13.50
(TYP)
KEY PLAN KI
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C O
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A N
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A N
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SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
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D
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PR
SHEET
NAVFAC DRAWING NO.
DESIGNER
DRAWN BY
CHECKED BY
OF
EPROJECT NO.:
DESIGN MANAGER
PROJECT MANAGER
FEAD/PM&E
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
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AV
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AV
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#1
DRAWFORM REVISION: 07 AUG 2018
5 BURLINGTON WOODS
BURLINGTON, MA 01803
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YS120
Designer
Author
Checker
8' 0 8' 16'
1/8" = 1'-0"
PLAN NORTH
SCALE: 1/8" = 1'-0" SS201
PLAN EL -8.28
NOTES:
1. SEE GEOTECHNICAL DRAWINGS FOR SECANT PILES,
DRILLED SHAFTS, MICROPILES AND EXCAVATION SUPPORT.
5'-0" x 6'-0"
DRAINAGE/
DEWATERING
CULVERT
FROM DD1E
APPROX TOP
OF ROCK
EL 5.00
CENTER
WALL
CL
PORTAL
CRANE RAIL (TYP)
CL
5'-0" DIA DRILLED
SHAFT (TYP)
EL -8.28
4' - 11 1/8"
EL 9.70
30' - 3"
84' - 4 3/4" EXISTING DD1E
SEE UTILITY
ENCLOSURE DRAWINGS
12' - 0" 8' - 0"
EL 12.00 EL 12.00
FOR 4'-0" DIA
SECANT PILE
(SEE GEOTECHNICAL
DRAWINGS)
EXISTING
SHEET PILE
EXISTING
SHEET PILE
10' - 2 3/8"
5' - 0" 5' - 0"
PAD BY
OTHERS (TYP)
JET GROUT COLUMNS
(SEE GEOTECHNICAL)
3'-0" DIA DRILLED
SHAFT (TYP)
EL -13.28
13' - 11 3/8" 16' - 0 5/8"
T/ EXISTING
CONCRETE
EL 9.70 ±
3'-0" DIA DRILLED SHAFT
MICROPILE
2' - 9" 10' - 6"
36' - 11 3/8" 9' - 11 3/8" 5' - 5 3/4"
8"
8' - 11 7/8"
20' - 1"
ENCASE EXISTING
ANCHORS IN
CONCRETE (TYP)
10' - 11 3/8"
CONTRACTION
JOINT IN
EXISTING SLAB
ON GRADE
EL -34.00
EL -40.00
EL -43.00
13' - 0"
LEGEND:
FLOAT-IN PRECAST CONCRETE
MONOLITHS
EXISTING
CAST-IN-PLACE CONCRETE
KI
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CHECK GRAPHIC SCALE BEFORE USING
N A
V A
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C O
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ID
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A N
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SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
D
ES
C R
IP
TI
O N
D
AT
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AP
PR
SHEET
NAVFAC DRAWING NO.
DESIGNER
DRAWN BY
CHECKED BY
OF
EPROJECT NO.:
DESIGN MANAGER
PROJECT MANAGER
FEAD/PM&E
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
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N
AV
Y N
AV
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F
AC
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EN
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AN
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OR
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NA
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P-
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LT
I-M
IS
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D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
5 BURLINGTON WOODS
BURLINGTON, MA 01803
PR
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A R
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N O
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FO
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ST
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C O
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YS355
Designer
Author
Checker
SCALE: 1/8" = 1'-0" YS119 A3SECTION
8' 0 8' 16' 1/8" = 1'-0"
YS120
YS121
YS122
Building 191
Prison Annex
Civil Site: Crane Rail
Blank Page
File details come from the government source that posted it. Updated .