Drawing SS101.pdf
PDF 71 KB Posted
- Attached to
- DOCK AND DECK PLATE REPAIR Federal contract opportunity
- Solicitation number
- 36C24626Q0889
About this file
This is an architectural sketch for a construction project detail.
The sketch depicts a Building 15 Hydraulic Lift Pit Detail for new work at Salem VAMC facility. The project scope includes dock and deck lever repair work. The design shows a pit measuring 8'-4" in width with an existing asphalt drive and existing concrete loading dock. New construction elements include a 6" concrete slab with #4 rebar at 12" on-center spacing, an 8" concrete wall with #6 rebar at 12" on-center spacing embedded into the existing concrete wall, and 4"x4"x3/8" angle studs embedded into concrete. The sketch specifies 1/2" expansion joint material at the dock interface and indicates that the existing pit should be filled with VDOT 21A compact material to 95% per modified Proctor specifications.
General work notes require all new concrete to meet 4,000 PSI air-entrained specifications. Inside clear dimensions of the existing pit are noted as 6'-2" x 7'-0". The new concrete wall height and top of slab must coordinate with existing equipment height to ensure new equipment remains flush with the loading dock. The sketch is dated 9/2/2026 with no contract number, referenced sheet number, or change number currently assigned. The facility contact is identified as ABJ under the designator column.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| INSTRUCTIONS TO OFFERORS 9.3.2026.pdf | ||
| S06-Dock and Deck Plate Repair-36C24626Q0889 0003.pdf | ||
| P09-SOW Dock and Deck Plates- Revised 9.3.26.pdf | ||
| S05-RFI Questions-Dock and Deck Plate Repair- 9.3.2026.pdf | ||
| Drawing SS102.pdf | ||
| S06-Dock and Deck Plate Repair-36C24626Q0889 0002.pdf | ||
| S06-Dock and Deck Plate Repair-36C24626Q0889 0001.pdf | ||
| S04-Dock and Deck Plate Repair- Site Visit Sign-In Sheet.pdf | ||
| S02-36C24626Q0889- Dock and Deck Plate Repair 8.17.26.pdf | ||
| P07-Wage Determination-8.7.26.pdf |
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Text version
SKETCH
DATE
DSGR
REFERENCED SHEET NO.
CHANGE NO.
CONTRACT NO.
PROJECT
SHEET TITLE
FACILITY
VHASAMJacksA Snapshot
VHASAMJacksA Text Box
GENERAL NEW WORK NOTES:
1. ALL NEW CONCRETE SHALL BE 4,000 PSI AIR ENTRAINED CONCRETE
2. INSIDE CLEAR DIMENTIONS OF EXISTING PIT ARE 6'-2" X 7'0"
3. COORDINATE HEIGHT OF NEW CONCRETE WALL AND TOP OF NEW SLAB WITH EQUIPMENT HEIGHT TO ENSURE NEW EQUIPMENT IS FLUSH WITH LOADING DOCK
VHASAMJacksA Text Box
EXISTING ASPHALT DRIVE
VHASAMJacksA Text Box
EXISTING CONCRETE LOADING DOCK
VHASAMJacksA Callout
NEW 6" CONCRETE SLAB W/ #4 REBAR @ 12" OC EACH WAY
VHASAMJacksA Callout NEW 8" CONCRETE WALL W/ #6 REBAR @ 12" OC EACH WAY. EMBED REBAR INTO EXIST. CONCRETE WALL 8"
VHASAMJacksA Callout
PROVIDE 4X4X3/8" ANGLE W/ STUDS EMBEDED INTO CONCRETE
VHASAMJacksA Callout
FILL EXISTING PIT WITH VDOT 21A. COMPACT TO 95% MODIFIED PROCTOR.
VHASAMJacksA Callout
PROVIDE 1/2" EXPANSION JOINT MATERIAL
VHASAMJacksA Length Measurement 8'-4"
VHASAMJacksA Length Measurement 4'-8"
| PROJECT: DOCK AND DECK LEVER REPAIR |
| REFERENCED SHEET NO: N/A |
| SKETCH: N/A |
| SHEET TITLE: BLDG 15 HYDRAULIC LIFT PIT DETAIL - NEW WORK PLAN |
| CHANGE NO: N/A |
| DATE: 9/2/2026 |
| FACILITY: SALEM VAMC |
| CONTRACT NO: N/A |
| DSGR: ABJ |
File details come from the government source that posted it. Updated .