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_.L.F.Corrugated10 Guage Pipe Arc
Foundation Material—` Approximate Limit Of Excavation
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OOINCORPORATED
CONSULTING . ENGINEERS • PLANNERS • SURVEYORS
OECONOMISTS • ENVIRONMENTAL SCIENTISTS
O2700 NORTMUP WAY• BELLEVUE,WA98004•(206)827.9555
PLAN
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Side Slopes
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130'1 SEC. 25, TWP. 23N., RGE. 5E., W.M.
SEC. 30, TWP. 23N., RGE. 5E., W.M.
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L. I. D. 314
SPRINGBROOK CREEK CULVERT DETAIL
STREET, WATER, SEWER &DRAINAGE IMPROVEMENTS
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Cor orate Sea Project Mana er
SECTION B-B
SPRINGBROOK CREEK NOTES
The contractor shall excavate the channel to the grades as shown. If, in the opinion
of the engineer, additional excavation is required, the contractor shall continue excavation
until suitable materials are encountered. The excavation limits shown are an estimate only.
Actual excavation limits will be determined by the engineer as excavation progresses.
REVISIONS
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
DesignsdJ..R. T--
DatsJan. 198 �. File No.
Drawn J.M. E.O.
Checked E.J.R, s�a'eAs Shown
Approved 8heet62 Dt 74
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