56_SB102_R2_AMENDMENT 008.pdf
PDF 519 KB Posted
- Solicitation number
- N6247026R0012
About this file
This is a structural foundation plan drawing for Building 60 repairs at Portsmouth Naval Shipyard in Kittery, Maine, prepared by the Naval Facilities Engineering Systems Command (NAVFAC) Mid-Atlantic. The drawing, designated SB102 and dated September 14, 2023 (with amendments through March 10, 2026), illustrates the foundation part plan for the west section at a scale of 1/8" = 1'-0". The plan includes detailed specifications for concrete work, reinforcement, and existing structural conditions, with elevations ranging from -5.10' to 9.20' for existing ledges throughout the site.
Key structural elements depicted include 7.5-inch thick reinforced concrete slabs-on-ground, 8-inch reinforced concrete foundation walls, reinforced concrete piers with top elevation at 9.63', concrete footings with bottom elevation at 7.00', and various utility features such as floor drains, elevator pits, and housekeeping pads. The plan identifies existing infrastructure including reinforced concrete foundation walls and piers, jib crane foundations, steel channel stair stringers, and below-slab utilities including storm drain lines and water lines designated as Tier 1 Infrastructure requiring 3-foot clearance buffers on either side. Control joints are specified as sawcut installations, and the drawing references related details on sheets SB401, SB501, SB502, and SB503 for comprehensive construction specifications.
View the file
Other files
Show 40 more
50 files 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
e1 abcdefgjkn e4 e2 e3 e3 p e6 e7 mo hil
A A
A A
UP
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
2(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
2 2
4.2
5.6 i.1 g.1 f.1
(TYP)
2.1
2.5
2.8 n.9 k.9 k.1
CJ
C J
C J
C
JCJ
C J
C J
C J
EXIST LEDGE
ELEV=8.30'±
EXIST LEDGE
ELEV=8.30'±
EXIST LEDGE
ELEV=8.30'±
EXIST LEDGE
ELEV=6.90'±
EXIST LEDGE
ELEV=6.20'±EXIST LEDGE
ELEV=4.60'±
EXIST LEDGE
ELEV=4.40'±
EXIST LEDGE
ELEV=-5.10'±
EXIST LEDGE
ELEV=-0.50'±
EXIST LEDGE
ELEV=-1.90'± EXIST LEDGE
ELEV=-0.30'±
EXIST LEDGE
ELEV=7.10'±
55 6 6
EXIST LEDGE
ELEV=9.20'±
EXIST LEDGE
ELEV=7.50'±
EXIST LEDGE
ELEV= -2.20'±
(TYP)
CJ
CJ
CJ
CJ
CJ
C J
C J
C J
CJ
C J
CJ
C J
C J
C J
C J
C J
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
2.4
3.5 n.5 k.5
5.8
13' - 0"
1' - 6"
(TYP)
CJ
C J
(SIM)
3'
6"
(TYP)
(TYP)
CJ
CJ
CJ
CJ
C J
C J
C J
CJ
CJ
CJ
C J
SB401
B1
UP
A5
SB502
CJ
CJ
CJ
C J
C J
CJ
C J
24' - 9 5/8" 14' - 0"
9'
8"
(TYP)
C J
C J
(TYP)
EXIST LEDGE
ELEV=6.20'±
EXIST LEDGE
ELEV=8.10'±
12' - 0" 6' - 2" 4' - 4 1/4" 14' - 9 3/4"
7'
2"
(TYP) 8
CJ
CJ
CONDUIT BELOW
(SEE A5/SB502, SIM)
EJ EJ
E J
C J
EJ EJ
C J
CJ
C J
EJ
EJEJ
E J
E J
E J
EJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
C J
C J
C J
C J
C J
C J
C J
(TYP)
(TYP)
1'
6"
6"
17' - 0" 1' - 6"
CJ
CJ
CJ
CJ
CJ
C J
C J
CJ
CJ CJ
CJ
C J
TIER 1
INFRASTRUCTURE
WORK AREA
SATISFACTORY TO DATE
APPROVED
FOR COMMANDER NAVFAC
SEAL
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SHEET
NAVFAC DRAWING NO.
DESIGNER
DRAWN BY
CHECKED BY
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: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
FEAD/PM&E
FIRE PROTECTION
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
M
ID
-A T
LA
N
T
IC
P O
R T
S M
O U
T H
N A
V A
L S
H
IP
Y A
R D
K
IT
T
E R
Y M
E
UNCLASSIFIED
UNCLASSIFIED
U N
C L
A S
S
IF
IE
D
ACTIVITY
1740579
T. CARLETON
L. LYONS
S. RUCINSKI
/1
/2
:5
:0
A
M
C U s e rs \m c le m o n s \D o c u m e n ts \2
.2
B
L D
G
S
T R
U C
T U
R A
L -V m c le m o n s R
M Z
.r v t
SB102
B R
E P
A
IR
S
F O
U N
D A
T
IO
N P
A R
T P
L A
N
W E
S T
DNM
WFG
MJC
K
IT
T E
R Y
,M A
IN
E
P O
R T
S M
O U
T H
N A
V A
L S
H
IP
Y A
R D
R O
IC
C
-M E
S B
MATCH LINE
PLAN
NORTH
KEYNOTES
PLAN
NORTH
1/8" = 1' - 0" 0 5' 10' 15' 30'
GRAPHIC SCALE(S)
KEY PLAN
INFILL EXISTING TRENCH WITH CONCRETE. SEE DETAIL C3/SB501.
INFILL EXISTING EQUIPMENT PIT WITH CONCRETE. SEE DETAIL
B4/SB502.
INTERIOR BOLLARD. SEE DETAIL B5/SB502.
2-1/2" x 3/16" BANDED EDGE GALVANIZED STEEL GRATING. SEE
DETAIL C4/SB503.
7-1/2" THICK REINFORCED CONCRETE SLAB-ON-GROUND. SEE
DETAIL A4/SB501.
SAWCUT CONTROL JOINT. SEE DETAIL A4/SB501.
2'-0"x2'-0"x2'-0" ELEVATOR SUMP PIT. SEE DETAIL C2/SB502.
8" REINFORCED CONCRETE FOUNDATION WALL. SEE DETAIL
C1/SB502.
REINFORCED CONCRETE BULKHEAD. SEE DETAIL C4/SB501.
SCALE: 1/8" = 1'-0"
B1
FOUNDATION PART PLAN - WEST
(2) DIAGONAL #5S, 3'-0" LONG, SPACED 4" ON-CENTER AND
LOCATED 4" FROM CORNER.
1'-6"x1'-6" REINFORCED CONCRETE PIER. TOP OF PIER
ELEVATION = 9.63'. SEE DETAIL C4/SB502 (SIMILAR).
REINFORCED CONCRETE FOOTING. BOTTOM OF FOOTING
ELEVATION = 7.00'.
ELEVATOR PIT LADDER. SEE DETAIL A1/SB501.
HOUSEKEEPING PAD. SEE DETAIL B4/SB501. COORDINATE
EXACT SIZE WITH ELECTRICAL DRAWINGS.
FLOOR DRAIN.
EXISTING REINFORCED CONCRETE FOUNDATION
WALL.
EXISTING REINFORCED CONCRETE PIER.
EXISTING 6"± THICK REINFORCED CONCRETE
SLAB-ON-GROUND WITH 1-1/2"± CONCRETE
TOPPING SLAB.
EXISTING CONCRETE PIT SUPPORTING EXISTING
EQUIPMENT. DEPTH OF PIT INDICATED ON
SHEET SD102.
EXISTING REINFORCED CONCRETE JIB CRANE
FOUNDATION.
EXISTING 7-1/2"± THICK REINFORCED CONCRETE
SLAB-ON-GROUND.
EXISTING 6"± THICK REINFORCED CONCRETE
SLAB-ON-GROUND AND 1-1/2"± THICK WOOD
PLANK FLOOR BOARDS.
1. TOP OF EXISTING AND NEW SLAB-ON-GROUND ELEVATION
= 10.30'±.
2. REFER TO SHEET SB401 FOR PILE AND PILE CAP LAYOUT.
3. EXISTING LEDGE ELEVATIONS ARE APPROXIMATE AND
ARE BASED ON EXISTING REFERENCE DRAWING 60-02-2.
GENERAL NOTES
LEGEND
EXISTING STEEL CHANNEL STAIR STRINGERS
AND CONCRETE FILLED METAL PAN STAIR
TREADS.
EXISTING W6± STEEL COLUMN SUPPORTING
EXISTING STAIRS OR MEZZANINE.
EXISTING HSS STEEL COLUMN SUPPORTING
EXISTING STAIRS OR MEZZANINE.
EXISTING STORM DRAIN LINE BELOW SLAB.
(TIER 1 INFRASTRUCTURE 3-FEET EITHER SIDE
OF WATER LINE). SEE CIVIL DRAWINGS.
EXISTING WATER LINE BELOW SLAB. SEE CIVIL
DRAWINGS.
EXISTING 4'-0"x4'-0"x1'-0"± REINFORCED
CONCRETE FOOTING.
EXISTING 2'-0"x4'-0"x1'-0"± REINFORCED
CONCRETE FOOTING.
(THIS SHEET ONLY)
EXISTING KEYNOTES (THIS SHEET ONLY)
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
F
IN
A L
S U
B M
IS
S
IO
N
/0
1/
R
S H
A
M E
N D
M E
N T
/2
7/
R
S H
A
M E
N D
M E
N T
/1
0/
R
S H
| Sheets |
| SB102 - FOUNDATION PART PLAN - WEST |
| SD101 - FOUNDATION REMOVALS PART PLAN - EAST |
| SD102 - FOUNDATION REMOVALS PART PLAN - WEST |
File details come from the government source that posted it. Updated .