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99-9 <br /> GRANT LINE RD. N0. 01-256 <br /> CULVERT LIST 01-240 <br /> u INDEX: 36-X 1/2 TO AA 1/2 <br /> C. M. P. NON�REINF. HEADWALLS SPIFFY 12 OF 14 SHEETS <br /> STATION REMOVE STRUCTURE STRUCTURE CATCH DROP CULVERT FLOW <br /> 12 " 18" SEWER CONCRETE EXCAVATION BACKFILL BASIN INLET MARKERS LINE LOCATION REMARKS <br /> PIPE P. C.C. STEEL <br /> 275+52 1.20 C.Y. X-Dr. R. 9 D. <br /> 316+30 54 L.F. 7.0 C.Y. 5.4 C.Y. 21.8 S-Dr. 25' Rt. <br /> 317+30 30 L.F. 3.9 C.Y. 3.0 C.Y. 21.6 S-Dr. 25' Rt <br /> 317+45 X-Dr. R.9 D. <br /> 318+09 44 L.F. 0.88 C.Y. 34 LBS. 10.0 CY. 7.7 C.Y. 2 EA. 21.5 S-Dr. 65' Rt. <br /> 318+14 <br /> TO 3.30 C.Y. R.8 D. Existing Curb 30' Lt <br /> 320+10 <br /> 320+20 20 L.F 2.6 C.Y. 2.0 C.Y. 21.1 S-Dr. 25' Rt. <br /> 320+89 30' Rt <br /> S-Dr. 0.K. in place. <br /> 321+90 20 L.F. 2.6 C.Y. 2.0 C.Y. 20.7 S-Dr. 25' Rt <br /> 42 L.F. <br /> 323+00 10 L.F. 11.2 C.Y. 7.2 C.Y. 1 I 19.6 <br /> 20 L.F. 20.2 Sttubub <br /> 25' Rt <br /> 323+00 19.6 <br /> TO 200 L.F. 49.4 C.Y. 43.6 C.Y. 19 2 Storm Sewer 25' Rt. <br /> 325+00 <br /> 2.F. 19. X-Dr. <br /> 325+00 52 L 10 L.F. 0.44 C.Y. 17 LBS. 17.3 C.Y. 13.8 C.Y. I I EA. 19.2 Stub 25'Rt <br /> 349+10 54 LA 5.00 C.Y. 1.32 C.Y. 44 LBS. 17.8 C.Y. 12.3 C.Y. 2 EA. 16.1 )(-Dr <br /> 368+07 54 L.F 5.00 C.Y. 1.32 C.Y. 44 LBS. 17.8 C.Y. 12.3 C.Y. 2 EA. 16.0 X-Dr. <br /> TOTAL 302 L.F. 108 L.F. 200 L.F. 14.50 C.Y. 3.96 C.Y. 139 LBS. 139.6 C.Y. 109.3 C.Y. 1 2 7 <br />