Addendum 2
52 KB Posted
- Attached to
- Briarwood Park Improvements
- Solicitation number
- 23-104
- Issued by
- Dekalb County, Brooklet City, Georgia
About this file
This is Addendum 2 to the Briarwood Park Improvements project (Project 23-104) issued by the City of Brookhaven, Georgia. The addendum provides technical specifications and construction details for a heavy-duty dumpster pad consisting of an 8-inch concrete pad with a compressive strength of 4,000 PSI, constructed over a compacted subgrade at 98% standard Proctor density and a 6-inch graded aggregate base. The project accepts bids through the Bonfire Portal with a bid due date of Thursday, July 20, 2023, at 2:30 p.m. EST. A pre-bid conference was scheduled for Thursday, June 29, 2023, at 10:00 a.m. EST at Briarwood Park Rec Center located at 2235 Briarwood Way, Brookhaven, Georgia 30319. Questions or requests for clarification were due by Monday, July 10, 2023, at 4:00 p.m. EST via the Bonfire platform, and bids were to be opened via Zoom at the scheduled bid due date and time.
The addendum specifies material and construction requirements including air-entrained concrete per ASTM C-31 standards, reinforcement dowels with epoxy at joints, maximum control joint spacing of 15 feet by 15 feet with a minimum saw-cut depth of 2 inches, graded aggregate base conforming to GDOT Material Specification Section 815, and 6x6-W1.4xW1.4 welded wire mesh centered in the concrete section with minimum 2-inch coverage. Scarification and moisture adjustment of subgrade soils are anticipated to achieve recommended compaction levels. No pricing information, set-asides, incumbents, funding sources, or renewal options are detailed in this addendum.
Text of this file
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6X6-W1.4XW1.4 WELDED WIRE MESH
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6" GRADED AGGREGATE BASE
AutoCAD SHX Text NOTES: 1. CONCRETE SHOULD BE AIR ENTRAINED WITH MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHOULD BE AIR ENTRAINED WITH MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AFTER 28 DAYS PER ASTM C-31. 2. REINFORCEMENT DOWELS WITH EPOXY REQUIRED AT JOINTS. REINFORCEMENT DOWELS WITH EPOXY REQUIRED AT JOINTS. 3. MAXIMUM CONTROL JOINT SPACING 15'X15'. MINIMUM SAW-CUT DEPTH 2". MAXIMUM CONTROL JOINT SPACING 15'X15'. MINIMUM SAW-CUT DEPTH 2". 4. GRADED AGGREGATE BASE SHALL CONFORM TO THE GDOT MATERIAL SPECIFICATION GRADED AGGREGATE BASE SHALL CONFORM TO THE GDOT MATERIAL SPECIFICATION SECTI0N 815. 5. SCARIFICATION AND MOISTURE ADJUSTMENT WILL LIKELY BE REQUIRED TO ACHIEVE SCARIFICATION AND MOISTURE ADJUSTMENT WILL LIKELY BE REQUIRED TO ACHIEVE THE RECOMMENDED COMPACTION LEVEL OF SUBGRADE SOILS. 6. WELDED WIRE MESH SHALL BE CENTERED IN THE SECTION USING "CHAIRS" TO RAISE WELDED WIRE MESH SHALL BE CENTERED IN THE SECTION USING "CHAIRS" TO RAISE FROM BASE. MINIMUM COVERAGE SHALL BE 2".
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8" CONCRETE PAD 4,000 PSI
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COMPACTED SUBGRADE 98% STD. PROCTOR
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DUMPSTER PAD - HEAVY DUTY CONCRETE
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%%USECTION
AutoCAD SHX Text 1/8"=1'-0"
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ADDENDUM #2
Other files
| File | Type | Posted |
|---|---|---|
| Bid Submissions | — | |
| Award Information | — | |
| specs | — | |
| documentation | — | |
| 23-104 | — | |
| Addendum 1 | — | |
| Award Information | — | |
| RFP 23-104 Addendum #1 | — | |
| Workers Comp. RFP | — | |
| RCSS Turf-Track RFP | — | |
| Turf Addendum 1 | — | |
| Award Information | — | |
| Award Information | — |
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