05C-2-C-2_09Mar18.pdf
PDF 642 KB Posted
- Attached to
- Repair Sanitary Sewer Outfalls Federal contract opportunity
- Solicitation number
- FA303018B0001
About this file
Drawing 05C-2-C-2
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| FA303018B00010005.pdf | ||
| 02CS-2-CS-2_09Mar18.pdf | ||
| GAFB_Sanitary_Sewerage_System_drawing.pdf | ||
| 18B0001-0004.pdf | ||
| Memo_for_Record_Site_Visit_Notes.pdf | ||
| FA303018B0001-0003.pdf | ||
| 07C-4-C-2 - Construction Sewer Man Hole Details.pdf | ||
| 08C-5-C-2 - Survey Benchmarks.pdf | ||
| 05C-2-C-2 - Plan Sheet.pdf | ||
| 03CS-3-CS-3 - General Notes, Staging, Coordination and Safety.pdf | ||
| 02CS-2-CS-2 - Abbreviations, Notes and Localized Site Plan.pdf | ||
| 06C-3-C-3 - Base Utilities.pdf | ||
| 01CS-1-CS-1 - Cover Sheet.pdf | ||
| 04C-1-C-1 - Plan Sheet.pdf | ||
| FA303018B0001- Amendment 0002.pdf | ||
| Amendment_0001.pdf | ||
| B100_-B500_Drawing_1.pdf | ||
| FA303018B0001.pdf | ||
| BAL_Request.pdf | ||
| Heavy_Highway_TX180007.pdf | ||
| Insurance_Requirements.pdf | ||
| SOW_Attachments_A_and_B_Occupants.pdf | ||
| Repair_Sanitary_Sewer_Outfall_AF_Form_66.pdf | ||
| B700_-_B900_Drawing_2.pdf | ||
| Repair_Sanitary_Sewer_SOW_27Oct17.pdf |
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CONC. WALL
READY WILLING ABLE
17th
CIVIL ENGINEER SQUADRON
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10" PIPE DIAMETER 223.28'
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6" PIPE DIAMETER 153.93'
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REVISIONS
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PROJECT TITLE
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GOODFELLOW AIR FORCE BASE, TEXAS
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JCGU 09-1005
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REPLACE BASE SANITARY SEWER SYSTEM
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JCGU - 09-1005
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OCTOBER 23, 2017
AutoCAD SHX Text MANHOLE NOTES: E NOTES: NOTES: MH1:NEW CONDITIONS OF AREA: GRASS MANHOLE LID DIAMETER: 2' MANHOLE TOP ELEVATION:1848.56' MANHOLE INVERT ELEVATION: 1841.69' MANHOLE BOTTOM ELEVATION: 1840.87' MH2:EXISTING CONDITIONS OF AREA: GRASS MANHOLE LID DIAMETER: 2' MANHOLE TOP ELEVATION: 1847.47' MANHOLE INVERT ELEVATION: 1840.57' MANHOLE BOTTOM ELEVATION: 1839.77' MH3:EXISTING CONDITIONS OF AREA: CONCRETE MANHOLE LID DIAMETER: 2'4" MANHOLE TOP ELEVATION: 1848.10' MANHOLE INVERT ELEVATION: 1842.00' MANHOLE BOTTOM ELEVATION: 1841.40' MH4:EXSISTING CONDITIONS OF AREA: GRASS MANHOLE LID DIAMETER: 2' MANHOLE TOP ELEVATION:1853.02' MANHOLE INVERT ELEVATION: 1846.42' MANHOLE BOTTOM ELEVATION: 1845.72' MH5:EXSISTING CONDITIONS OF AREA: ASPHALT MANHOLE LID DIAMETER: 2' MANHOLE TOP ELEVATION:1854.07' MANHOLE INVERT ELEVATION: NORTH 1846.72', SOUTH 1846.67', EAST 1847.07' MANHOLE BOTTOM ELEVATION: 1846.07' MH6:REPLACE CONDITIONS OF AREA: CONCRETE MANHOLE LID DIAMETER: 2' MANHOLE TOP ELEVATION:1852.99' MANHOLE INVERT ELEVATION: NOT ACCESSIBLE MANHOLE BOTTOM ELEVATION: 1848.69' MH7:EXSISTING CONDITIONS OF AREA: ASPHALT MANHOLE LID DIAMETER: 2' MANHOLE TOP ELEVATION:1860.83' MANHOLE INVERT ELEVATION: 1852.63' MANHOLE BOTTOM ELEVATION: 1851.73'
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FIELD VERIFY
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LEGEND
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EXISTING MANHOLES
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NEW MANHOLES
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REPLACE MANHOLES
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SANITARY SEWER LINES
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SEWER LINES NOT REPLACE
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| Sheets and Views |
| C-2 |
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