25-04-24_-_Structural_11307883.pdf
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- Solicitation number
- W912HN25BA007
About this file
This document is a structural demolition plan and bidder inquiry for the Repair/Renovate Aircraft Corrosion Control Facility (Building 59) at Robins Air Force Base. The specific inquiry (ID 11307883) seeks clarification on the extent of an 8" slab on grade in Area D8, with the accompanying drawing SD107 detailing foundation demolition plans. The drawing indicates specific demolition requirements, including:
- Demolishing 6-1/2" and 8"-thick reinforced concrete slabs on grade
- Selectively removing CMU walls
- Demolishing concrete pads and pedestals
- Removing existing trench cover plates and metal grating
The plan includes general notes emphasizing contractor responsibilities for verifying existing conditions, providing temporary shoring, and handling potential hazardous materials containing heavy metals like lead, hexavalent chromium, and cadmium. The demolition area is precisely mapped with dimensional details and specific demolition instructions for various structural elements.
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Text version
Refer to the attached sketch clarifying the extents of the 8" slab on grade.
8 8
9 9
10 10
11 11
11.5 11.5
14 14
W X Y Y.1 Y.7 Z
9.1 9.1
V.9 Y.9
11.9 11.9
MATCH LINE
SEE F1/ SD105
M A
T C
H L
IN
E
S E
E D
S D
EXISTING RC SLAB
ON GRADE, TYP.
EXISTING RC
FOOTING, TYP.
EXISTING STEEL
COLUMN, TYP.
DS16
DS1
DS1
DS8
DS7
DS7
2'-3"
4'-3"
6'-9"
6'-6" 4'-3" 4'-0" 10"
DS16
DS1
4'-0" 10"
DS1
DS14
DS14
DS1
EXISTING 18" RC
PEDESTAL BELOW GRADE,
NO LONGER IN USE, TYP.
EXISTING 18"-THICK
RC MAT FOUNDATION
DS7
DS10
DS10
2'-6"
24'-6" 24'-6"
1'-6"
12'-6" 10'-9"
1'-9"
DS7
1. ALL EXISTING CONDITIONS ARE SHOWN
PER THE EXISTING BUILDING DRAWING
SETS AND NON-DESTRUCTIVE SITE
INVESTIGATIONS. GENERAL
CONTRACTOR SHALL VERIFY ALL
DIMENSIONS AND CONDITIONS PRIOR TO
DEMOLITION AND CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR
DETERMINING NEED FOR AND
PROVIDING ALL REQUIRED TEMPORARY
SHORING AND BRACING DURING
DEMOLITION AND CONSTRUCTION.
3. UNLESS OTHERWISE NOTED, EXISTING
FOOTING FOUNDATION ELEMENTS
SHALL NOT BE DAMAGED OR
DISTURBED.
4. SUBSTANCE-SPECIFIC DUST (SSD)
CONTAINING LEAD, HEXAVALENT
CHROMIUM, CADMIUM, BERYLLIUM, AND
SIMILAR HEAVY METALS IS TO BE
ASSUMED PRESENT ON SURFACES
THROUGHOUT THE BUILDING,
INCLUDING WITHIN THE EXISTING
TRENCHES. REFER TO THE A-003
HAZARDOUS MATERIALS GENERAL
NOTES FOR ADDITIONAL INFORMATION.
EXISTING STRUCTURE
TO REMAIN
EXISTING FOOTING
EXISTING STRUCTURE
TO BE REMOVED
EXISTING TRENCH GRATE
DEMOLITION CONDITION
#XX
GRAPHIC SCALE
164 8268
SCALE: 1/8"=1'-0"
LEGEND
GENERAL NOTES
SHEET KEYNOTES
A
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US Army Corps of Engineers ®
SHEET ID
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3 5 7 9 11 13 15 17 19
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2 4 6 8 10 12 14 16 18 20
P
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PLAN NORTH
C E
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IN
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SD107
F O
U N
D A
T
IO
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N
P L A
N
A R
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D
R O
B
IN
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G
A
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V A
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A H
D
IS
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IA
P M
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/2
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-4
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S D
SCALE: 1/8" = 1'-0"A1
FOUNDATION DEMOLITION PLAN - AREA D8
KEY PLAN
D1 D2 D3
D4 D5 D6
D7 D8
D9
DS1 DEMOLISH EXISTING 6-1/2"-THICK (+/- 1")
RC SLAB ON GRADE. DO NOT DAMAGE
EXISTING COLUMN OR WALL FOOTINGS.
DS7 SELECTIVELY DEMOLISH EXISTING CMU
WALL FOR NEW OPENING. SEE S-502
FOR LINTEL DETAIL.
DS8 DEMOLISH EXISTING 8"-THICK (+/- 1") RC
SLAB ON GRADE. DO NOT DAMAGE
EXISTING COLUMN OR WALL FOOTINGS.
DS10 DEMOLISH EXISTING CONCRETE PADS
FLUSH TO TOP OF EXISTING RC SLAB ON
GRADE.
DS14 DEMOLISH EXISTING 18" RC PEDESTAL
BELOW GRADE NO LONGER IN USE.
DS16 DEMOLISH EXISTING TRENCH COVER
PLATE AND METAL GRATING. REMOVE
EXISTING PIPING WITHIN TRENCH. SEE
GENERAL NOTES REGARDING HEAVY
METAL CONTAMINATION.
No. 32185
S
O
UT
H CAROL IN
A
E R I C
C. W I E T E
L I C E N S E D
P
RO
FESS I ONA
L E N G I N E E R
R
S
11/20/2024
ROBINS B59D BIDDER INQUIRY #11307883
SLAB THICKNESS CLARIFICATION
REF. SD107
4/24/2025
EXISTING 8"-THICK SLAB REGION
'-3
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