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o_ <br />N <br />r7 <br />O <br />N <br />N <br />N <br />0 <br />m <br />rn <br />3 <br />c <br />0 <br />Uu <br />U <br />m <br />U <br />a <br />0 <br />0 <br />I <br />U <br />U <br />U <br />1` <br />d <br />U <br />v <br />0 <br />0 <br />/ <br />T <br />L <br />w <br />U <br />U <br />C� <br />N <br />C <br />Ul <br />Y <br />0 <br />L <br />a <br />N <br />e <br />0 <br />t <br />x <br />REFERENCE <br />TO S11VERTON <br />TO CORTEZ <br />HESPERUS <br />DURANGO <br />5 <br />oa ,n <br />King II Mine IN rq, <br />IGng I Mine TO AZTEC <br />TO FARMINGTON <br />TYP ROAD SECTION - ACCESS ROAD TO UPPER SITE OFFICE & PARKING Sta. 0 +00 to 16+35.49 <br />CST SLOPE <br />CLEARWATER <br />2 DITCH hi :1 1 _ ,: . _.. <br />.;..: �1^� a#f� �t�.�i[[iLr� r:.a����'��:���r.- .:�__Y .�r� . .� �•,r.- .:4brrw —Ml <br />4" CDOT CL B GRAVEL @ 93% MOD. PRC <br />OPTIMAL DENSITY 8 MOISTURE <br />8' CDOT CL2 GRAVEL a 93% MOD. PROCTOR <br />OPTIMAL DENSITY AND MOISTURE <br />12' SCARIFY AND RECOMPACT TO 93% MOD. PROCTOR <br />OPTIMAL DENSITY W/ t1.5% OPTIMAL MOISTURE <br />CLEARWATER DITCH INCORPORATED INTO ROAD SECTION TO SM. 8+30 - OMIT <br />FOR ALL OTHER STATIONING (DITCH CONTINUES AS SEPERATE ALIGNMENT) <br />SECTION r# <br />NTS Q19 <br />BELOW 12' SCARIFY AND RECOMPACT TO 90% MOD. <br />PROCTOR OPTIMAL DENSITY W/ t1.5% OPTIMAL <br />MOISTURE COMPACT IN LEVEL BENCH LIFTS DYED <br />INTO NATIVE SUBGRADE SOILS. <br />ILLLI ➢f1T1�® C+8 <br />TYP. ROAD SECTION - ACCESS ROAD TO BELT PORTAL ONLY & POST x e FT LENGTH <br />CUTSLOPE <br />MAX I 4 FT. BORROW DITCH WIDTH e <br />1 I 1' DEEP BORROW <br />2 DITCH 2 <br />CUT SLOPE <br />MAX <br />1.5 <br />1 V DEEP BORROW <br />2 DITCH <br />11 11 ai <br />12' WIDE GRAVEL SURFACE <br />2% SLOPE OUTWARD <br />\3" COOT CL B GRAVEL C4 93% MOD. PROCTOR <br />OPTIMAL DENSITY & MOISTURE <br />8" CDOT CL2 GRAVEL Q 93% MOD. PROCTOR <br />OPTIMAL DENSITY AND MOISTURE <br />12' SCARIFY AND RECOMPACT TO 93% MOD. PROCTOR <br />OPTIMAL DENSITY W/ t1.5% OPTIMAL MOISTURE <br />SECTION 0`9 <br />NTS <br />2% SLOPE OUTWARD <br />BELOW 12' SCARIFY AND RECOMPACT TO 90% MOD. <br />PROCTOR OPTIMAL DENSITY W/ t1.5% OPTIMAL <br />MOISTURE. COMPACT IN LEVEL BENCH LIFTS DYED <br />INTO NATIVE SUBGRADE SOILS. <br />TYP. ROAD SECTION - ACCESS ROAD TO PORTAL ONLY <br />44 FTC - BORROW DITCH WIDTH <br />I& WIDE GRAVEL SURFACE <br />2% SLOPE OUTWARD 2% SLOPE OUTWARD <br />3' MOT CIL 8 GRAVEL @ 93% MOD. PROCTOR <br />OPTIMAL DENSITY & MOISTURE <br />8" CDOT CL2 GRAVEL 0 93% MOD. PROCTOR <br />OPTIMAL DENSITY AND MOISTURE <br />12' SCARIFY AND RECOMPACT TO 93% MOD. PROCTOR <br />OPTIMAL DENSITY W1±1.5% OPTIMAL MOISTURE <br />REVISIONS <br />GCC <br />Energy <br />[... rW.ir-W*11T* 'riz <br />Designed by: WPB <br />Drawn by: DAG <br />Checked by: -- <br />Approved by: -- <br />SECTION C <br />NTS 3 <br />ssued for: <br />3'w. SHOULDER <br />NORMAL CSVMR- TO-CENTER POST SPACING <br />�au,nr, w�ucwc <br />•u,canos ra <br />GCC ENERGY, LLC <br />• <br />AIL —�•_• . <br />I11 <br />Issued by: <br />ORIQ /� 'DOE <br />STABILIZE FILL SLOPE WITH WESTERN EXCELSIOR <br />EXCEL R -1 SLOPE STABILIZATION MAT OR EQUIV. <br />OVER THE APPROVED REVEGETATION SEED MIX: <br />RANGELAND AREAS. <br />OW I TETRA TECH <br />120 West Park Drive, Sulle 2D4 Project: <br />Grand Junction, Cdowdo 81505 GCC ENERGY <br />(970) 986,566 (970) 241-3120 fax <br />KING II MINE <br />UPPER SITE ACCESS <br />SECTIONS <br />Location: <br />LA PLATA COUNTY, COLORADO <br />Project no.: <br />114 - 201043 <br />Date: <br />11 <br />SHEET <br />5 OF 5 <br />OGJ�Q�ti <br />Q\ CIN <br />GCC Energy, LLC <br />6473 County Road 120 <br />Hesperus, CO 81326 <br />Colorado Mining Permit C- 1981 -035 <br />Scale: NTS <br />Designed By: Tom Bird <br />Ma Kin II -007L <br />P g <br />Tetra Tech Engineering, Inc. <br />Upper Site Access Road Sections <br />Sheet 5 of 5 <br />Date: 10/20/11 <br />Drawn By: Tom Bird <br />File Path: <br />Environmental \King II \Permit Maps <br />File Name: <br />King I1 -007 H —L Tetra Tech Maps <br />Plot Date: <br />1 <br />1plot <br />Time: <br />10/0/20/120/1 <br />