05C-2-C-2_09Mar18.pdf

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Repair Sanitary Sewer Outfalls
Solicitation number
FA303018B0001
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Drawing 05C-2-C-2

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02CS-2-CS-2_09Mar18.pdf PDF
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MITCHELL STREET

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BF #2

CONC. WALL

READY WILLING ABLE

17th

CIVIL ENGINEER SQUADRON

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10" PIPE DIAMETER 223.28'

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8" PIPE DIAMETER 252.37'

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6" PIPE DIAMETER 216.11'

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8" PIPE DIAMETER 259.25'

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8" PIPE DIAMETER 247.53'

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10" PIPE DIAMETER 670.12'

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10" PIPE DIAMETER 681.59'

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6" PIPE DIAMETER 158.83'

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TBM7

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6" PIPE DIAMETER 153.93'

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10" PIPE DIAMETER 314.90'

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8" PIPE DIAMETER 143.36'

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6" PIPE DIAMETER 101.51'

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REVISIONS

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PROJECT TITLE

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PLAN SHEET

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SEQ.

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OF

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SHEET

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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'

AutoCAD SHX Text MH8:REPLACE CONDITIONS OF AREA: GRASS MANHOLE LID DIAMETER: 2'4" MANHOLE TOP ELEVATION:1860.33' MANHOLE INVERT ELEVATION: 1844.53' MANHOLE BOTTOM ELEVATION: 1843.53' MH9:EXSISTING CONDITIONS OF AREA: GRASS MANHOLE LID DIAMETER: 2' MANHOLE TOP ELEVATION:1863.52' MANHOLE INVERT ELEVATION: SOUTH 1848.52' SOUTHEAST 1855.12' MANHOLE BOTTOM ELEVATION: 1847.82' MH10:NEW CONDITIONS OF AREA: GRASS MANHOLE LID DIAMETER: 2' MANHOLE TOP ELEVATION: 1856.49' MANHOLE INVERT ELEVATION: 1849.57' MANHOLE BOTTOM ELEVATION: 1848.70' MH11:NEW CONDITIONS OF AREA: GRASS MANHOLE LID DIAMETER: 2' MANHOLE TOP ELEVATION: 1858.56' MANHOLE INVERT ELEVATION: 1851.65' MANHOLE BOTTOM ELEVATION: 1850.75' MH12:EXSISTING CONDITIONS OF AREA: GRASS MANHOLE LID DIAMETER: 2' MANHOLE TOP ELEVATION:1849.21' MANHOLE INVERT ELEVATION: 1846.31' MANHOLE BOTTOM ELEVATION: 1845.41'

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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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C-2

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