HomeMy WebLinkAboutDesign PlanELEVATION AT
INVERT OF
EXISTING PVC
PIPE: 5085.05
4" SCHEDULE
40 PVC 22.5'
BEND
4" SCHEDULE 40 PVC
PIPE AT 1.25% GRADE
4" SCHEDULE
40 PVC 22.5'
BEND
4" SCHEDULE
40 PVC 90'
BEND
TREE DRIPLINE
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EXISTING 1000
GALLON SEPTIC
TANK
ELEVATION AT
BOTTOM OF
TEST PIT:
5083.80
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ELEVATION AT
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/ INVERT
ELEVATION:
5084.00
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I BOTTOM OF
ITEST PIT:
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UNDERGROUND
GAS
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TREE DRIPLINE
4" SCHEDULE
40 PVC PIPE
MANIFOLD AT
0.00% GRADE
20.00'
OFFSET
I 3 -FT TRENCH.
BOTTOM
ELEVATION:
I. 5083.76 (TYP.)
6.00'
6.00'
BOTTOM OF
ROCK
RETAINING
WALL
EDGE CF PAVEMENT
WATER
CURBSTOP
GRAVEL DRIVEWAY
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