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168TH AVENUE *75' <br /> MINIMUM 2S <br /> 10'GH(TVP) -i.T•-.•,} b.':,,t';va✓ - CONVEYOR SETBACK SEE ((__ <br /> GRASS HIGH BERM 'v NOTE#1 __�//• <br /> COVER TOPSOIL <br /> EXISTING p MAINTENANCE w PRE-MINING TODD CREEK FARM <br /> METRO <br /> t UTILITIES ROAD K GRADE C I V 11. R E S�JU R C E S <br /> DISTRICT N0.1 WATERLINE <br /> 2 (LOCATION VARIES) <br /> -f .r O LIMIT OF MINING <br /> CONVEYOR O c0i EXCAVATION WALL <br /> PROPERTY 8308 COLORADO BLVD <br /> TEMPORARY GRASS SCREENING BERM — — — — — LINE SUITE200 <br /> NTS 30' 10.0' ez.0 30.0' FIRESTONE,CO 80504 <br /> O 303.833.14T6 <br /> 0 NOTE: I SETBACK TO RESERVOIR EXISTING <br /> RECONSTRUCTED WWW.CIVILRESOURCES.COM <br /> TEMPORARY I ACCESS RD EASEMENT <br /> 1. CONVEYOR ACCESS AND MAINTENANCE ROAD SHALL BE 3:1 SLOPE EXCAVATION <br /> TUCSON STREET SETBACK A MINIMUM OF 25'FROM TUCSON STREET. <br /> a`:-. - '..:a�a?�nH ±. -rk •..' NOTE: INTERIM 0.51 <br /> SLOPE <br /> 1. THIS DETAIL IS INTENDED TO BE CONCEPTUAL DESIGN. A SECTION <br /> INSTALLATION OF THE CONVEYOR CROSSING BOX UNDER <br /> EXISTING . O 168TH AVENUE IS SUBJECT TO APPROVAL OF ADAMS NIS <br /> UTILITIES COUNTY AND WELD COUNTY PUBLIC WORKS DEPT.AND <br /> COORDINATION WITH EXISTING UTILITIES. ON-SITE ABOVE GROUND <br /> O CONVEYOR O 3 CONVEYOR SYSTEM DETAIL TODD CREEK FARMS METRO <br /> N 1 ti DISTRICT NO.1 WATERLINE AGGREGATE INDUSTRIES <br /> (LOCATION VARIES) 1687 COLE MVD.STE 300 <br /> p UNDERGROUND GOLDEN,COLORADO 60K01 <br /> 168TH AVENUE PRE MINING POWERLINE <br /> 211-213-7859(P) <br /> CONVEYOR CROSSING DETAIL PROPERTVLINE OR KNBERLVDENNiS <br /> LIMIT OF MINING <br /> ITS EXCAVATION SLURRY LIMIT OF MAXIMUM <br /> NOTE: DISTURBANCE <br /> WALL <br /> 1. THIS DETAIL IS INTENDED TO BE CONCEPTUAL DESIGN. 30.0' 1 10.0' 30.W SOUTH <br /> INSTALLATION OF THE CONVEYOR CROSSING BOX UNDER RECONSTRUCTED SETBACK TO RESERVOIR EXISTING PLATTE RIVER <br /> TUCSON STREET IS SUBJECT TO APPROVAL Of ADAMS 3:1 SLOPE TEMPORARY I ACCESS RD EASEMENT <br /> COUNTY PUBLIC WORKS DEPT AND COORDINATION WITH _ _ _ CROSS SECTKX+ENTRANCE ROAD __ ` VERTICAL <br /> EXISTING UTILITIES. 60'ROW _-_-_ \ EXCAVATION I VARIES w <br /> l r'Ti •r'r l�r/ .r E^, KISTINGPAVEMENT 0.5:1 SLOPE 111 E <br /> TUCSON STREET E Imi ° D Mi NT 0.1 KNESSF O— 'DEPT"VARIESI I�wM a SECTION <br /> 10'ROW RESERVED (CLASS 2)VWTH A LAYER OF 0 <br /> a CONVEYOR CROSSING DETAIL - N76 O J <br /> GEOTEXTILE AT THE BOTTCM <br /> NTs -. -- W Q <br /> W20' 90' PARIWGSrOP. URg BLOCK6 w <br /> PARKING STOPICURB TYPICAL BLOCK DESIGN = <br /> 1001 r — WCR 23.75 U <br /> � <br /> s � co <br /> rn 100, (� y. EXISTING O z = <br /> z � z.. PARKING LOT — I.I UTILITIES O X <br /> TRACIUIK:PAD r GlE/JI LLATBtIAL—Y O (/1 L i <br /> A - - ENTRANCE ROAD 3V CONVEYOR p <br /> --... _.30�-.. ENTRANCE ROAD... yI <br /> PANK#11'LOT rJ w O <br /> 25 <br /> 4 97, ,O + ------ --- `—TRACKING PAD-Y CLEAN MATERIAL <br /> 97' <br /> ruwcetvcwnaam- -_Ib� <br /> I 90' 20• NOTE: <br /> I 1. THIS DETAIL IS INTENDED TO BE CONCEPTUAL DESIGN. <br /> INSTALLATION OF THE CONVEYOR CROSSING BOX UNDER <br /> `�= to Raw lffSFJiVED SURFACE MATERIALS:COMPACTED TYPE 2 BASE WITH MINIM WASHED GRAVEL USED IN THE PARKING AREA.THE IIEVISId15 <br /> L' ENTRANCE ROAD TRACKING PAD SECTION WILL HAVE A MINIMUM BMI DEPTH OF 2'CLEAN GRAVEL A SMALL BERM WCR 23.75 R SUBJECT TO APPROVAL OF WELD COUNTY NO DESCRIPTION A <br /> yI WILL RE BUII T ALONG THE BACKSIDE OF THE PARKING SPOTS FOR A BACKUP STOP. PUBLIC WORKS DEPT.AND COORDINATION WITH <br /> � EXISTING UTILITIES. - <br /> SURFACE MATERIALS COMPACTED TYPE 2 BASE WITH CLEAN WASHED GRAVEL U`.:.I <br /> W THE PARKING AREA.THE ENTRANCE ROAD TRACKING PAD SECTION WILL HAVE A. 1O EAST EMPLOYEE PARKING LOT TYPICAL DESIGN <br /> MINIMUM 61N DEPTH OF r CLEAN GRAVEL A SMALL BERM WILL BE 6UI'-T/ ONC T I- --- <br /> BACKSIDE OF IRE PARKING SPOTS FOR A BACKUP STOP, NTS <br /> WELD COUNTY ROAD 23.75 <br /> a CONVEYOR CROSSING DETAIL <br /> WEST EMPLOYEE PARKING LOT TYPICAL DESIGN LENGTH B WIDTH VARIES:SEE TA13LE LG T-POST NTS <br /> ITS <br /> r _ <br /> — — — — — — � — — — — — — BARBED MARE <br /> LG 3. <br /> Fc CERTIFICATION: <br /> T — — 7H18 MAP WAS PREPARED BY RESOURCES,L-C.IN1 COOPERATION WITH AGGREGATE ATE INDUSTRIES-WCR,INC. )RAWN gy -U PATE 21 <br /> AGGREGATE INDUSTRIESWCR,INC.WILL KEEP THE DMSION OF CHECKED Or J;� SGL�AS <br /> RECLAMATION,MINING,AND SAFETY INFORMED OF ANY CHANGER TO 110'fED <br /> THE MINING OR RECLAMATION PLANS THROUGH ANNUAL REPORTS <br /> 3 t 51 OL'E In GRAIN 0. AND FILE TECHNICAL REVISIONS OR AMENDMENT APPLICATIONS AS IpB NO.: 29]lw1.p9 <br /> FG 2 NECESSARY THROUGHOUT THE LIFE OF THE MINE. DWG NANIM <br /> , <br /> CELL POND DIMENSIONS 091 <br /> 4 I WEST 140x140AOE cARr LINDEN DATE <br /> EXHIBIT C MINING <br /> SLOPE TO DRAIN EAST 155'x155' PLAN DETAILS <br /> TYPICAL SURFACE TYPICAL DEWATERING POND <br /> sQWATER DIVERSION CHANNEL rs1 CROSS SECTION 3-WIRE FARM FENCE DETAIL <br /> N7c - N7' - N75 KrKmN hes bek)w. C-8 <br /> Call nelDm you dig. <br /> E <br />