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HomeMy WebLinkAbout2666-30u CUTOFF WALL BOTH WAYS SEE DETAIL 6 THIS SHEET FOR REINFORCEMENT AT PIPE OPENING (TYPICAL) 15' TYPICAL WETLAND INLET PLAN N.T.S. VAR TQC ' � NOTE: F'C =3250 P.S.I. AT 28 DAYS 4 SECTION N.T.S. WETLAND N0. LOCATION ELEV. Ill ELEV. [-2] DIA. [31 SLOPE [5] 1 LINE "A" 1577.50 1580.50 18" 0.0480 2 LINE "D" 1584.00 1587-00 18 " 0.0133 3 LINE "E 3 " 1610.00 1613.00 1 8 " 0.0098 4 LINE "M" 1620.04 1623.00 18" 0.0147 5 LINE "K " 1625.00 1628.00 18 " 0.0172 6 LINE "F2 " 1592.00 1595.00 18 " 0.0573 7 LINE "G3" 1572.00 1575.,50 24" 0.0120 8 LINE "R" 1526.00 1530.00 30" 0.0354 9 LINE "V" 1537-00 1540.00 18 " 0.0109 10 LINE "C2 " 1562-00 1565.00 18 " 0.0102 11 LINE "Z4 " 1545.50 1548.50 18 " 0.0125 12 LINE "Z2" 1573.00 1576.00 18" 0.0422 rE� QO Ln WETLAND 6, LINE"F3" INLET PLAN N.T.S. 15' REINFORCING STEEL CENTERED IN WALLS & SLAB #4@12" BOTH WAYS (IN SLOPE ANCHOR ALSO) CUTOFF WALL #4 @12" O.C. BOTH WAYS SEE DETAIL 6 THIS SHEET FOR REINFORCEMENT AT PIPE OPENING ( TYPICAL ) SECTION 5 -- N.T.S. NOTE: F'C =3250 P. S e I . AT 28 DAYS 0- a Fr LL c r �;' + PTPF T.n. 6" YP. 3 SECTION N.T.S. NOTE: F'C =3250 P.S.I. AT 28 DAYS D DETAIL N.T.S. #4 BARS (TYPICAL) 1.5" CLEAR (TYP. ? ,O "AS BUILT" DWG. FEB. 2000 z:\server\dgn\o79-41st\dgn\pipentr