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RutherfordCrossingPg24
I MT- IMP, ii --HO RAMP 8" 'PVO- 2% INV. SLOPE 691,7! BL 1B y F=93.501 PV INV. DS 6" PVC *Z()% INV, 691.99 JM 9 BLDG 1C Z" FF=693.75' Ds .. .... . . .... N VV