W911SA20B2005 Attachment 5 Drawing Seed Project Revised 2-27-20.pdf
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- Attached to
- 63rd RD MAID-IQ Region 4, CA Federal contract opportunity
- Solicitation number
- W911SA20B2005
About this file
This document outlines requirements for pavement repair and resurfacing services at a military installation in California. The contractor will repair any existing defective pavement issues throughout approximately 210,000 square feet of parking areas and roadways, including dips, cracks, low spots, drainage problems, surface damage, holes, and soft spots. For resurfacing, the contractor will apply Type II slurry seal using 18 pounds of aggregate per square yard and 16% emulsion. Additional work includes removing existing asphalt curbs and planters, removing the top 2 inches of asphalt in parking lots and repairing low spots before repaving with 2 inches of new asphalt. Concrete planters will also be removed. The related federal contract opportunity is solicitation number W911SA20B2005 to provide design-build projects for the 63rd Regional Readiness Command in California, in accordance with specifications, drawings, and contract documents.
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Text version
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FRONT POV
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MEP
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BACK P
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MEP
james.r.bir Text Box MEP: approximately 210,000 SQFT.
Repair any per-existing defective pavement problems to include all dips, cracks, low spots, poor drainage, surface damage, holes, and/or soft spots. Any and all per-existing defective pavement problems shall be properly repaired, and resolved before resurfacing pavement. The contractor shall applied on the existing surface Type II slurry. Typ1 II should use eighteen (18) pounds of aggregate per square yard and 16% emulsion. Finished paving should surface drain correctly and shall have no depressions that retain runoff water or water pooling
Line james.r.bir Line james.r.bir Line james.r.bir Line james.r.bir Text Box Back POV: Repair any per-existing defective pavement problems to include all dips, cracks, low spots, poor drainage, surface damage, holes, and/or soft spots. Any and all per-existing defective pavement problems shall be properly repaired, and resolved before resurfacing pavement. The contractor shall applied on the existing surface Type II slurry. Typ1 II should use eighteen (18) pounds of aggregate per square yard and 16% emulsion. Finished paved surface should drain correctly and shall have no depressions that would retain runoff water or water pooling james.r.bir Line james.r.bir Line james.r.bir Text Box Demo and remove all existing asphalt curbs and planters located in front POV parking lot. See attached drawing for reference.
james.r.bir Line james.r.bir Line james.r.bir Line james.r.bir Line james.r.bir Line james.r.bir Text Box FRONT POV: Remove top layers of asphalt only approximately 2inch. The contractor shall repair all low spots to correct drainage and compact base, compaction shall be at 95%. Once compaction is at 95% the contractor shall 2 inch of asphalt. The Front parking area should comply with California DOT Specifications james.r.bir Text Box Remove and replace asphalt curbings at the entrance gate james.r.bir Line james.r.bir Line james.r.bir Text Box Remove All concrete planters james.r.bir Line james.r.bir Line james.r.bir Line
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