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Q <br />C <br />sN <br />QM <br />b A <br />ND � <br />h� <br />o °- <br />= 3 <br />3 <br />r0 <br />1 <br />T <br />� N <br />A � <br />N � <br />O Q. <br />= 3 <br />3 <br />(O <br />-I <br />lic <br />3 <br />0 <br />Q <br />x <br />N <br />h <br />3 <br />f0 <br />0 <br />L B <br />0 <br />LA <br />N <br />3 <br />0 <br />h <br />C <br />n <br />h <br />Z <br />3 <br />(O <br />A <br />I" <br />I <br />As Required <br />Sectlbn B -B <br />(U <br />1 <br />a <br />a <br />0 <br />0 <br />L <br />U � <br />II"I <br />0 <br />I <br />fu <br />>1 I <br />d p0 <br />3 <br />If <br />U <br />Cs pp <br />W <br />irJ <br />0 <br />m <br />W <br />V) <br />L0 <br />0 <br />I <br />v \ <br />.1•ql-�" <br />°v <br />00 <br />ru <br />I <br />(u <br />M <br />0 <br />O1 <br />In = <br />a <br />o, <br />U <br />u <br />6 .. <br />as <br />0+, <br />U <br />C <br />U <br />�OJ <br />V <br />L <br />d <br />Qj <br />1 L <br />U <br />o ; <br />O <br />x w <br />00 <br />OQ <br />Cl L7 (u <br />00 <br />M 0_ <br />1 E <br />%D U <br />CANTILEVER RETAINING WALLS - Highway Surcharge <br />CONCRETE DIMENSIONS D=A (D >= 12 ") <br />3' -0" <br />1' -1" <br />0' -10" <br />1' -1" <br />Base Pressure <br />Resist. <br />Overturn <br />0.690 <br />2.790 <br />zO <br />4 <br />Revised Wing Walls as per BLh1 Request <br />L.K.J. <br />11/09/00 <br />vl <br />3 <br />Added Cut -off Walls Loyout & Retaining Woll Detoils <br />L.K.J. <br />10123100 <br />2.513 <br />2 <br />5 <br />C.B <br />03106185 <br />0' -10" <br />1 <br />Moment <br />D.C. <br />10126184 <br />(cu.ft./ <br />No. <br />DESCRIPTION: <br />I BY <br />DATE <br />REFERENCES <br />at Toe <br />at Heel <br />Mr <br />Mo <br />Mr /Mo <br />lin.ft.) <br />Hw (ft.) <br />(ft.) <br />As Required <br />Sectlbn B -B <br />(U <br />1 <br />a <br />a <br />0 <br />0 <br />L <br />U � <br />II"I <br />0 <br />I <br />fu <br />>1 I <br />d p0 <br />3 <br />If <br />U <br />Cs pp <br />W <br />irJ <br />0 <br />m <br />W <br />V) <br />L0 <br />0 <br />I <br />v \ <br />.1•ql-�" <br />°v <br />00 <br />ru <br />I <br />(u <br />M <br />0 <br />O1 <br />In = <br />a <br />o, <br />U <br />u <br />6 .. <br />as <br />0+, <br />U <br />C <br />U <br />�OJ <br />V <br />L <br />d <br />Qj <br />1 L <br />U <br />o ; <br />O <br />x w <br />00 <br />OQ <br />Cl L7 (u <br />00 <br />M 0_ <br />1 E <br />%D U <br />CANTILEVER RETAINING WALLS - Highway Surcharge <br />CONCRETE DIMENSIONS D=A (D >= 12 ") <br />LOW WALLS <br />3 <br />3' -0" <br />1' -1" <br />0' -10" <br />1' -1" <br />Base Pressure <br />Resist. <br />Overturn <br />0.690 <br />2.790 <br />5.56 <br />4 <br />3' -5" <br />1' -3" <br />0' -10" <br />11-4" <br />773 <br />82 <br />3.036 <br />Concrete <br />2.513 <br />6.75 <br />5 <br />4' -1" <br />1' -5" <br />0' -10" <br />1' -10" <br />Moment <br />Moment <br />S.F. <br />(cu.ft./ <br />Height <br />Base <br />B <br />A <br />C <br />at Toe <br />at Heel <br />Mr <br />Mo <br />Mr /Mo <br />lin.ft.) <br />Hw (ft.) <br />(ft.) <br />(ft.) <br />(ft.) <br />(ft.) <br />(psi <br />(psfl <br />(ft. -kps.) <br />(ft. -kps.) <br />10.586 <br />4.052 <br />LOW WALLS <br />3 <br />3' -0" <br />1' -1" <br />0' -10" <br />1' -1" <br />611 <br />106 <br />1.925 <br />0.690 <br />2.790 <br />5.56 <br />4 <br />3' -5" <br />1' -3" <br />0' -10" <br />11-4" <br />773 <br />82 <br />3.036 <br />1.208 <br />2.513 <br />6.75 <br />5 <br />4' -1" <br />1' -5" <br />0' -10" <br />1' -10" <br />870 <br />134 <br />5.080 <br />1.922 <br />2.643 <br />8.25 <br />6 <br />4' -8" <br />1' -7" <br />0' -10" <br />2' -3" <br />983 <br />168 <br />7.656 <br />2.860 <br />2.677 <br />9.67 <br />7 <br />5' -2" <br />1' -9" <br />0' -10" <br />2' -7" <br />1111 <br />178 <br />10.586 <br />4.052 <br />2.613 <br />11.00 <br />8 <br />5' -9" <br />2' -0" <br />0' -10" <br />2' -11" <br />1191 <br />219 <br />14.497 <br />5.525 <br />2.624 <br />12.42 <br />9 <br />6' -3" <br />2' -2" <br />0' -10" <br />3' -3" <br />1314 <br />231 <br />18.870 <br />7.308 <br />2.582 <br />13.75 <br />10 <br />6' -9" <br />2'-4" <br />0' -10" <br />3' -7" <br />1440 <br />243 <br />24.059 <br />9.430 <br />2.551 <br />15.08 <br />STRUCTURAL REIFORCEMENT - Highway Surcharge <br />O -Bars I M -Bars I P -Bars I L -Bars <br />, /}!Aal this drawing was done <br />c3Jys`ju� or ir��B+,,YY direct supervision and <br />tdtt aU of tla� ;lniarmation presented on <br />:*Pis d+Fi33D7g is.l'je and correct to the <br />mist of m kr" ge and belief. <br />ZZ a0 <br />J cr a e <br />ColD1�!fZE! 19230 <br />BAR DETAILS AND NOTATION - LOW WALLS <br />A / 33 °40' <br />1 <br />PREPARED FOR: <br />�y POWDERHORN COAL COMPANY <br />ON <br />So <br />Y1 <br />R ATE LONG <br />NOV 1 3 20A j SH FAT "O" <br />I, <br />BARS - PACING So <br />� r; <br />-- OJECT: POWDERHORN COAL COMPANY <br />ONE INCH I <br />PRPARED BY: <br />�E_ J. E. STOVER do ASSOCIATES <br />_ 2766 Compava Dr.. Site JOJ DESIGNED BY' L.K.J. 10 <br />�� Gnnd Jet., CO 81506 DRAWN BY. I L.K .l 10 <br />Y2 <br />ONE LENGTH <br />"O" BARS <br />SPACING So <br />TITLE: <br />RAINAGE CROSSING <br />IP SECTION DETAIL <br />DMG I.D. No. C - 81 - 041 DWG. NAME: <br />SCALE: EXHIBIT 19 <br />002!158 <br />�II�II I � <br />Total <br />Stem <br />Height <br />Size- <br />Size- <br />Y1 <br />Size - Length- <br />Size- <br />Steel <br />Steel at <br />Base <br />Hw (ft.) <br />Spacing <br />X <br />Y1 <br />Y2 <br />Spacing <br />Spacing <br />Spacing <br />(lbs./ <br />(sq.in./ <br />L.F.) <br />L..F.) <br />LOW WALLS <br />3 <br />3 @ 18 <br />1' -5" <br />- <br />- <br />- <br />#3 x 2'-6" @ 18 <br />#4 @ 10" <br />8.6 <br />0.02 <br />4 <br />3 @ 18 <br />1' -7" <br />- <br />- <br />- <br />#3 x 2' -11" @ 18 <br />#4 @ 10" <br />9.9 <br />0.039 <br />5 <br />3 @ 18 <br />1' -9" <br />(Hw <br />- <br />- <br />- <br />#3 x T -7" @ 18 <br />#4 @ 10" <br />11.1 <br />0.067 <br />6 <br />3 @ 12 <br />1' -11" <br />less <br />- <br />- <br />- <br />#3 x 4' -2" @ 18 <br />#4 @ 10" <br />14.2 <br />0.106 <br />7 <br />3 @ 8 <br />2' -1" <br />top <br />2' -7" <br />- <br />- <br />#3 x 4' -8" @ 18 <br />#4 @ 10" <br />15.3 <br />0.157 <br />8 <br />@ 11 <br />2' -4" <br />cover) <br />2' -9" <br />- <br />- <br />#3 x 5' -0" @ 15 <br />#4 @ 10" <br />18.5 <br />0.223 <br />9 <br />@ 7.5 <br />2' -6" <br />3' -0" <br />- <br />- <br />#4 x 5' -0" @ 18 <br />#4 @ 10" <br />22.8 <br />0.305 <br />10 <br />@ 6 <br />2' -8" <br />3' -2" <br />- <br />- <br />#4 x 5' -0" @ 16 <br />#4 @ 10" <br />28.6 <br />0.408 <br />, /}!Aal this drawing was done <br />c3Jys`ju� or ir��B+,,YY direct supervision and <br />tdtt aU of tla� ;lniarmation presented on <br />:*Pis d+Fi33D7g is.l'je and correct to the <br />mist of m kr" ge and belief. <br />ZZ a0 <br />J cr a e <br />ColD1�!fZE! 19230 <br />BAR DETAILS AND NOTATION - LOW WALLS <br />A / 33 °40' <br />1 <br />PREPARED FOR: <br />�y POWDERHORN COAL COMPANY <br />ON <br />So <br />Y1 <br />R ATE LONG <br />NOV 1 3 20A j SH FAT "O" <br />I, <br />BARS - PACING So <br />� r; <br />-- OJECT: POWDERHORN COAL COMPANY <br />ONE INCH I <br />PRPARED BY: <br />�E_ J. E. STOVER do ASSOCIATES <br />_ 2766 Compava Dr.. Site JOJ DESIGNED BY' L.K.J. 10 <br />�� Gnnd Jet., CO 81506 DRAWN BY. I L.K .l 10 <br />Y2 <br />ONE LENGTH <br />"O" BARS <br />SPACING So <br />TITLE: <br />RAINAGE CROSSING <br />IP SECTION DETAIL <br />DMG I.D. No. C - 81 - 041 DWG. NAME: <br />SCALE: EXHIBIT 19 <br />002!158 <br />�II�II I � <br />