Attachment 7 Drawings_final.pdf
PDF 2 MB Posted
- Attached to
- Sewage Lagoon Rehabilitation Federal contract opportunity
- Solicitation number
- 12639522R0030
About this file
This document package includes drawings and specifications for the rehabilitation of an evaporating pond at Moore Air Base in Edinburg, Texas. The work includes excavating the existing pond to remove the plastic liner, grading the pond to provide positive drainage, installing a new 60 mil smooth geomembrane liner, and removing and replacing existing concrete riprap with new 6-inch concrete riprap. The contractor will be responsible for loading, hauling, and spreading excavated material no more than 2 miles from the pond location. Bidding contractors should include costs for excavating approximately 3,536 cubic yards of material, removing over 13,000 square yards of existing liner, and installing nearly 16,000 square yards of new liner. The related federal contract opportunity is solicitation number 12639522R0030 from the Department of Agriculture seeking rehabilitation of a sewage lagoon.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Geotechnical Soil Boring Logs 8-1-18.pdf | ||
| Questions and answers.pdf | ||
| Geotech survey 2015.pdf | ||
| Partial plot plan.pdf | ||
| 05092022 Site Visit Sign In Sheet.pdf | ||
| Amendment 0001.pdf | ||
| Contractor questions_responses 04292022.pdf | ||
| Evaporation ponds general permit.pdf | ||
| Attachment 2 Final SOW.doc | DOC document | |
| 12639522R0030.pdf | ||
| Attachment 6 NEPA Category Exclusion Determination.doc | DOC document | |
| Attachment 5 NEPA Checklist.doc | DOC document | |
| Attachment 3 Geomembrane_Installation_QA.pdf | ||
| Attachment 4 Sewer Lagoon Edge Anchor Detail.jpg | JPG image | |
| Attachment 1 Federal construction wage determination.pdf |
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Text version
LOCATION MAP
NOT TO SCALE
PROJECT SITE
VICINITY MAP
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PROJECT SITE
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EVAPORATING POND #2 REHABILITATION
MOORE AIR BASE
EDINBURG, TEXAS
PR-22-11-53
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Attachment 7, 12639522R0030
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MOOREFIELD RD.
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MONTE CHRISTO RD.
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MILE 10 1/2 N
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MILE 10 1/2 N
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LANDING DR.
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MILE 10 1/2 N
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CANTU RD.
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ABRAM RD.
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DOFFING RD.
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BENTSEN PALM DR.
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LA HOMA RD.
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MOORE AIRFIELD BASE
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EVAPORATING POND REHABILITATION EDINBURG, TEXAS
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EVAPORATING POND REHABILITATION EDINBURG, TEXAS
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TITLE SHEET / LOCATION MAP
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PR-22-11-53
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REVISION NO.
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PROJECT NO.
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CONSULTANT'S SHEET
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DRAWING NO.
Cut/Fill Summary Name
Excavation Material
Totals
Cut Factor
1.000
Fill Factor
1.000
2d Area
119584.65 Sq. Ft.
119584.65 Sq. Ft.
Cut
3535.65 Cu. Yd.
3535.65 Cu. Yd.
Fill
11.80 Cu. Yd.
11.80 Cu. Yd.
Net
3523.85 Cu. Yd.<Cut>
3523.85 Cu. Yd.<Cut>
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NOTES:
1. QUANTITIES ESTIMATED IN PLACE.
CONTRACTOR TO INCLUDE SOIL
EXPANSION FOR EXTRA LOADING
TRUCK LOADS.
2. MATERIAL TO BE TRANSPORTED AND
SPREAD AT LOCATION APPROVED BY
FACILITY BUT NO MORE THAN 2 MILES
FROM EXISTING LOCATION.
3. EXISTING LINER TO BE DEMOLISHED
AND DISPOSED OF BY CONTRACTOR.
4. CONTRACTOR SHALL HAVE TESTING
LAB GATHER SOIL SAMPLE TO ENSURE
SOIL MEETS MOISTURE CONTENT FOR
COMPACTION.
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PR-22-11-53
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CONSULTANT'S SHEET
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DRAWING NO.
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PLAN VIEW - EXISTING TOPO
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SEE SHEET C3 FOR SECTION VIEW
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SEE SHEET C3 FOR SECTION VIEW
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REMOVE/REPLACE EXIST CONC RIPRAP (SEE SHEET G1)
REMOVE/REPLACE EXIST CONC RIPRAP (SEE SHEET G1)
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DRAWING NO.
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SECTION VIEW - EXISTING
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EXISTING GROUND
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EXISTING LINER
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EXISTING GROUND
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EXISTING LINER
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EXISTING GROUND
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EXISTING LINER
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EXISTING GROUND
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EXISTING LINER
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EXISTING GROUND
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SEQUENCE OF CONSTRUCTION
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SEQUENCE OF CONSTRUCTION: 1. EXCAVATE EXISTING POND TO EXPOSE EXCAVATE EXISTING POND TO EXPOSE PLASTIC LINER (COORDINATE WITH FACILITY ON LOCATION TO SPREAD EXCAVATED MATERIAL). 2. REMOVE AND DISPOSE OF EXISTING PLASTIC REMOVE AND DISPOSE OF EXISTING PLASTIC LINER. 3. PROOF ROLL EXISTING SUBSURFACE. PROOF ROLL EXISTING SUBSURFACE. 4. PLACE GSE HD SMOOTH GEOMEMBRANE (OR PLACE GSE HD SMOOTH GEOMEMBRANE (OR APPROVED EQUAL) FOLLOWING MANUFACTURER GUIDELINES.
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PR-22-11-53
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PROJECT NO.
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CONSULTANT'S SHEET
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DRAWING NO.
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SEQUENCE OF CONSTRUCTION
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AutoCAD SHX Text SEQUENCE OF CONSTRUCTION: 1. EXCAVATE EXISTING POND TO EXPOSE PLASTIC EXCAVATE EXISTING POND TO EXPOSE PLASTIC LINER (COORDINATE WITH FACILITY ON LOCATION TO SPREAD EXCAVATED MATERIAL BUT NO MORE THAN 2 MILES FROM EXISTING LOCATION). 2. REMOVE AND DISPOSE OF EXISTING PLASTIC REMOVE AND DISPOSE OF EXISTING PLASTIC LINER. 3. GRADE POND TO PROVIDE POSITIVE DRAINAGE. GRADE POND TO PROVIDE POSITIVE DRAINAGE. 4. PROOF ROLL EXISTING SUBSURFACE. PROOF ROLL EXISTING SUBSURFACE. 5. PLACE GSE HD SMOOTH GEOMEMBRANE (OR PLACE GSE HD SMOOTH GEOMEMBRANE (OR APPROVED EQUAL) FOLLOWING MANUFACTURER GUIDELINES (GEOMEMBRANE PRODUCTS INSTALLATION QUALITY ASSURANCE MANUAL). 6. PROVIDE AS-BUILTS AND TESTING RESULTS TO PROVIDE AS-BUILTS AND TESTING RESULTS TO CLIENT.
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TYPICAL LINER INSTALLATION LAYOUT NOT TO SCALE
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PROPOSED 60 MIL LINER
AutoCAD SHX Text NOTES: 1. TO INCLUDE EXCAVATION, LOADING, TO INCLUDE EXCAVATION, LOADING, HAULING, AND SPREAD OF MATERIAL. 2. QUANTITY BASED ON TOTAL SURFACE AREA QUANTITY BASED ON TOTAL SURFACE AREA PLUS 20% FOR OVERLAP/WASTE.
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EXCAVATION QUANTITIES (FOR INFORMATION PURPOSES)
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MOBILIZATION
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LS
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SWPPP
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EXCAVATION
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PROOF ROLL
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DEMO LINER
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NEW LINER
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REMOVE/REPLACE CONC RIPRAP
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TYPICAL LINER INSTALLATION AT CONCRETE STRUCTURES NOT TO SCALE
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PROPOSED 60 MIL LINER
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ANCHOR PROPOSED 60 MIL LINER UNDER FOOTING OF CONCRETE RIPRAP (TYPICAL)
| Sheets and Views |
| (01) - T1 - TITLE SHEET-Layout1 |
| (02) - C1 - PLAN VIEW-Layout1 |
| (03) - C2 - SECTION VIEW-Layout2 |
| (04) - G1 - SEQUENCE OF CONSTRUCTION-Layout2 |
| (05) - G1 - SEQUENCE OF CONSTRUCTION-Layout2 |
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