46_SD101_R1_AMENDMENT 008.pdf
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- Solicitation number
- N6247026R0012
About this file
This is an architectural drawing for foundation removals at Building 60, Portsmouth Naval Shipyard, Kittery, Maine. The drawing is a foundation removals part plan showing the east elevation and is prepared by the Naval Facilities Engineering Systems Command (NAVFAC) Mid-Atlantic. The project number is 1740579, with a revision date of September 14, 2023, and final submission dated October 1, 2025, amended March 10, 2026.
The drawing specifies removal work including sawcutting and removing existing 5-inch reinforced concrete slab-on-ground, removal of the top portion of existing foundation wall for a new door opening, removal of existing floor drain, removal of existing steel HSS 6x6 column with base plate and expansion anchors at elevated walkway, and removal of existing W6x16 steel column with base plate and expansion anchors with patch work using non-shrink grout. The document notes that existing steel framing paint coating contains lead. Additional scope includes provision of 30 cubic yards of total project rock removal in six units of 5 cubic yards each to be tracked as a unit price separate from the lump sum base bid. Existing slab-on-ground elevation is noted at 10.30 feet, with raised slab elevation at 13.38 feet. The drawing references related sheets for new water line entrance, electrical power line for generator, and plumbing drawings for floor drain removal.
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Text version
gjknp e6 e7 e8 e9 e10 e12 mo hi e11 l
A A
A A
M3
5.6 i.1 g.1
EXIST LEDGE
ELEV=9.20'±
EXIST LEDGE
ELEV=9.20'±
EXIST LEDGE
ELEV=8.90'±
EXIST LEDGE
ELEV=7.10'±
EXIST LEDGE
ELEV=6.60'±
EXIST LEDGE
ELEV=6.20'± EXIST LEDGE
ELEV=6.90'±
(13.38'±)
REFER TO GENERAL
NOTES 3 AND 4
/4
8'
3/
4"
21' - 0" 1' - 4"
26' - 8" 1' - 4"
9'
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20' - 0" 20' - 0" 20' - 0" 20' - 0"
3'
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12' - 7 1/4"
3'
4"
1'
6"
5.8
B3
SF503
5 1
(13.38'±)
(10.30'±)
(10.30'±)
(10.30'±)(10.30'±)
3'
4"
1'
4"2
SATISFACTORY TO DATE
APPROVED
FOR COMMANDER NAVFAC
SEAL
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NAVFAC DRAWING NO.
DESIGNER
DRAWN BY
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DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
FEAD/PM&E
FIRE PROTECTION
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1740579
T. CARLETON
L. LYONS
S. RUCINSKI
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SCALE: 1/8" = 1'-0"
A1
FOUNDATION REMOVALS PART PLAN - EAST
MATCH LINE
PLAN
NORTH
PLAN
NORTH
1/8" = 1' - 0" 0 5' 10' 15' 30'
GENERAL NOTES
GRAPHIC SCALE(S)
KEY PLAN
SAWCUT AND REMOVE EXISTING 5"± REINFORCED CONCRETE
SLAB-ON-GROUND.
SAWCUT AND REMOVE TOP PORTION OF EXISTING FOUNDATION
WALL FOR NEW DOOR OPENING. REFER TO DETAIL C1/SB501.
REMOVE EXISTING FLOOR DRAIN (SEE PLUMBING DRAWINGS).
REMOVE EXISTING STEEL HSS 6x6± COLUMN, BASE PLATE, AND
EXPANSION ANCHORS AT ELEVATED WALKWAY. PATCH ANCHOR
HOLES WITH NON-SHRINK GROUT.
REMOVE EXISTING W6x16± STEEL COLUMN, BASE PLATE, AND
EXPANSION ANCHORS AT ELEVATED WALKWAY. PATCH ANCHOR
HOLES WITH NON-SHRINK GROUT.
EXISTING REINFORCED CONCRETE FOUNDATION WALL.
EXISTING REINFORCED CONCRETE BUTTRESS WALL.
EXISTING REINFORCED CONCRETE PIER.
EXISTING 5"± THICK REINFORCED CONCRETE SLAB-ON-GROUND.
EXISTING REINFORCED CONCRETE CONTINUOUS FOOTING.
EXISTING REINFORCED CONCRETE EQUIPMENT PAD.
EXISTING REINFORCED CONCRETE STOOP PAD.
EXISTING STORM DRAIN LINE BELOW SLAB. SEE CIVIL DRAWINGS.
EXISTING WATER LINE BELOW SLAB. SEE CIVIL DRAWINGS.
EXISTING STEEL FRAMED STAIRS AND RAILING.
1. TOP OF EXISTING SLAB-ON-GROUND ELEVATION = 10.30'±.
2. TOP OF EXISTING RAISED SLAB-ON-GROUND ELEVATION = 13.38'±.
3. REFER TO SHEET CS101 FOR NEW WATER LINE ENTRANCE THROUGH
EXISTING FOUNDATION WALL (ABOVE EXISTING SLAB ELEVATION).
4. REFER TO ELECTRICAL DRAWINGS FOR NEW POWER LINE THROUGH
EXISTING FOUNDATION WALL FOR GENERATOR.
5. EXISTING STEEL FRAMING PAINT COATING IS LEAD-CONTAINING.
6. EXISTING LEDGE ELEVATIONS ARE APPROXIMATE AND ARE BASED ON
EXISTING REFERENCE DRAWING 60-51-42.
7. IN ADDITION TO THE QUANTITIES INDICATED, PROVIDE 30 CUBIC YARDS
(6 UNITS OF 5 CUBIC YARDS) OF TOTAL PROJECT ROCK REMOVAL NOT
OTHERWISE INDICATED ON THE DRAWINGS, SPECIFICATIONS, OR
REPORTS. THE QUANTITIES INDICATED IN THE DRAWINGS AND
SPECIFICATIONS ARE TO BE INCLUDED IN THE LUMP SUM BASE BID
LINE ITEM. THE 30 CUBIC YARDS (6 UNITS OF 5 CUBIC YARDS)
QUANTITY INDICATED ABOVE WILL BE TRACKED AS A UNIT PRICE.
EXISTING KEYNOTES (THIS SHEET ONLY)
REMOVALS KEYNOTES (THIS SHEET ONLY)
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| Sheets |
| SB102 - FOUNDATION PART PLAN - WEST |
| SD101 - FOUNDATION REMOVALS PART PLAN - EAST |
| SD102 - FOUNDATION REMOVALS PART PLAN - WEST |
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