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<br />HR-3 NOTES
<br />1. HW/D = 1.95'
<br />HW = 5.85'
<br />2. Skew angle 30° `/_ to centerline.
<br />3. Entrance is confluence oP truck
<br />ramp, natural drainage, and road
<br />d![ch drainage. Shape and grade
<br />as required to divert all flows to
<br />culvert entrance.
<br />4. Exit !s onto small bench area
<br />requiring grouted rock channel to
<br />divert to natural channel.
<br />5. Provide anti-seep collar near
<br />downhill side oP roadway.
<br />6. Culvert was proposed In Hasin
<br />Master Plan.
<br />EX/S ~yqT~ NATL.
<br />~ \cH NfL
<br />no un ~:u~ n
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<br />A p
<br />PR (MILE NARY CULVERT FiR-3 y' =so
<br />DESIGN //
<br />SNYDER QUARRY ACCESS 130AD ~~~
<br /> 2G0
<br />P
<br />LAN REVISION
<br />ACTION
<br />CORRECTIVE
<br />_
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<br />- `(~ - A
<br />Obcrinq, `'\'urth & Ilssod,~tes
<br />$902.
<br />Conwlbng Civ,l Enymern QO 3
<br />Ngnlrudl~nd Suneyon __
<br />1015 Cllmn Dn.r
<br />cnw.dn Synn... can,.dn ~ovo7
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<br />Yl,onr UHI 5716700
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