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Sq <br />I$ <br />oN <br />L9. <br />o <br />os" <br />t 0 xs <br />hex <br />t° <br />J <br />Irk O N O 9 p PQ + +y <br />Y Y Y < < + 4 <br />t t d d d t i d d i <br />TOP OF SHOULDER <br />_ _ . — — L <br />[6522] <br />�.— <br />SEGMENT A —roE of wnu <br />M °a.am.m LNNIn Inm so4o:w <br />z ux 100 E <br />°I.�o <br />[6501 I U% 1400 9.0' <br />�] 400 9.0' 3.0' <br />3 UX 1400 9,10 3.0 <br />-- 275' <br />WIRE FACED MSE WALL 'D -1' ELEVATION <br />1�11 IN FEI <br />o s to z0 <br />VP <br />8PV <br />LEGEND: <br />L nI 10"Il <br />— — — US 1400 Gweaa <br />U% 1100 9.D' <br />— — Ux 1500 GA,"M <br />2 <br />—.. • — U% 1600 GeogrN <br />,10' <br />® GeognE Layer <br />U% 1400 9.0' <br />(6509) p 09M El —tren <br />4 <br />[A50B] GaEa ElwafOn <br />AR <br />XX <br />1. MAINTAIN UPPERMOST GEOGRN LAYER 2 FEET BELOW <br />TOP OF SHOULDER VNIESS SHOWN OTHERWISE. <br />2. SEE DRAWING E611103 FOR PWJ VIEW <br />SEE OFIAIL 1 DRAWING 1.11410 FON OEfML. <br />3. CONTRAGION SHALL MAINTAIN SEDIMENT CONTROL OORIN. CONSTRVVTNN, <br />4, EXTEND GEOGRIO TO A POINr WHERE IT INTERSECTS <br />A 15H 1V SLOPE. <br />+ <br />N <br />a <br />u. <br />TOP OF SHOULDER <br />- <br />[65591 <br />--- --- - -. <br />_._ —. <br />1 <br />165411 <br />—.— <br />—.._. �.. �� <br />_ _. —. <br />—. — .�.. —. <br />_._. <br />.9..— ..�..� .�.. �. <br />—..— — <br />[ sw <br />— <br />.. <br />..) <br />.[6536 <br />_ <br />._. —.— <br />. —.. �.. <br />_..�..— <br />.. _ .. <br />6x00 <br />— <br />—.. �... <br />�� ._ _ <br />. —.—.. —. <br />_ _ .— ...�.. —.._.. <br />—... �...— <br />.. �.. �...— <br />l0E OF WALL <br />1 Ux 1400 9.0'........3.0' <br />2 A 1401) 9.0' 3.0' <br />3 Ux 1400 9.01 <br />6' <br />FOR 90% REVIEW <br />SEGMENT C <br />°.., <br />LEGEND: <br />L nI 10"Il <br />— — — US 1400 Gweaa <br />U% 1100 9.D' <br />— — Ux 1500 GA,"M <br />2 <br />—.. • — U% 1600 GeogrN <br />,10' <br />® GeognE Layer <br />U% 1400 9.0' <br />(6509) p 09M El —tren <br />4 <br />[A50B] GaEa ElwafOn <br />NOTES <br />5 <br />1. MAINTAIN UPPERMOST GEOGRN LAYER 2 FEET BELOW <br />TOP OF SHOULDER VNIESS SHOWN OTHERWISE. <br />2. SEE DRAWING E611103 FOR PWJ VIEW <br />SEE OFIAIL 1 DRAWING 1.11410 FON OEfML. <br />3. CONTRAGION SHALL MAINTAIN SEDIMENT CONTROL OORIN. CONSTRVVTNN, <br />4, EXTEND GEOGRIO TO A POINr WHERE IT INTERSECTS <br />A 15H 1V SLOPE. <br />FOR 90% REVIEW <br />SEGMENT C <br />°.., <br />Mo1..,I r.o Lsry h <br />L nI 10"Il <br />1 <br />U% 1100 9.D' <br />2 <br />U% 1400 9.0'........3.0' <br />,10' <br />3 <br />U% 1400 9.0' <br />4 <br />,.,... <br />U% 1500 9.0' <br />g.0' <br />5 <br />UX 1500 9.1)' <br />-- 230' <br />— 275' <br />WIRE FACED MSE WALL 'D -2' ELEVATION <br />G F IS, <br />0® <br />P, DATE I BY CRRD AP'YD N0, I REVISION DESCRIPTION n,°.,°^!°,° .t N, <br />2/11/97 <br />I U% 1400 9.0'. _,,, ..3.0' <br />2 UX 1400 9.0', ..3.0' <br />3 U% 1400 an' <br />19' <br />HOX <br />RAXP <br />AIX <br />A. <br />PWA <br />s.: <br />e5p <br />sv �' <br />IWO <br />1 I <br />[ ! I <br />1 1 I <br />I I <br />1 I <br />1 I <br />.I I <br />U: <br />1 1 I <br />I <br />I <br />t 1 I <br />1 <br />DO �i i <br />b ! Ic <br />i <br />Do <br />1 2 <br />i0 <br />Ei]•— CS <br />E <br />Z WI1[] Vii <br />C NIA Llit <br />F2 <br />N ,L <br />a �D2iol -ioo�C <br />NIIII ��III ��III II��I II�I� �IIII I��I I� <br />00116] <br />" P.O. BOX 591, 1 ML E OF SOMFPSET <br />SOMERSET, CO 81434 <br />SYLVESTER GULCH FACILITIES <br />WIRE FACED MSE WALL 'D' ELEVATIONS <br />OO]3 <br />