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1 21+00 <br />U <br />� STA. 20+19.23 <br />INSTALL TERMINATIONWYE ACLEANOUT <br />AND CONCRETE <br />O M& <br />(SEE DETAILS <br />N-1®16,636 95 <br />XLu I I E-211.015.52 <br />1 ` r <br />1 L 1 <br />t <br />RK <br />r ` � <br />r '!!� ^ Ex1511NG CONTOURS (TYP.) <br />r r r <br />r r <br />! I <br />' r r <br />I <br />4880 <br />4875 — <br />4870 — <br />4865 — <br />4860 — <br />4855 <br />20+OD % 19+00 <br />'[sem INSTALL I N—L <br />AND <br />(SEE I <br />PROPERTY <br />BOUWARY (TYP) <br />18+00 <br />17+0 <br />16+00 <br />\ <br />I <br />STA. 14+06.19 <br />INSTALL 11.25' <br />b <br />HORIZONTAL <br />18+00 <br />17+0 <br />16+00 <br />I <br />STA. 14+06.19 <br />INSTALL 11.25' <br />HORIZONTAL <br />T <br />STA. 17+58.96 <br />�� <br />N-117.001.09 <br />E-211.988.22 <br />LEANOUT <br />WYE CLEANOUT— <br />i� <br />~ `\ <br />CRETE <br />CRETE <br />�O <br />I <br />N- 18.818.85 <br />E-211.301.70 <br />M00MUM DISTANCE <br />BETWEEN NORTHERN <br />UNIT OF ACCESS ROAD <br />TOP OF BANK/ <br />AND <br />UNDERORAIH SYSTEM <br />NORIHERN LIAIT <br />OF ACCESS ROAD <br />1 <br />EMS11NG ACCESS ROAD <br />i <br />INSTALL TERMINATION WYECLEANOUT <br />AND CONCRETE COLLAR <br />PROPOSED GROUND EL - 45726 <br />/—INSTALL MAMMUM 0.4' OF <br />I FILL TD MAINTAIN <br />1 3' OF COVER OVER PIPE <br />I I <br />—r--ILOU.U•LFI12--PUWORATED-SOR35'PVC'8' <br />IL <br />STA. 14+9190 <br />INSTALL 12' X 12' x 12' TEE <br />INSTALL 7ERWNATION CLEANOUT <br />AND CONCRETE COLLAR ON <br />WESTERN LEG OF TEE <br />N-117.006.27 <br />E-211,991.79 <br />x <br />GRAPHICAL SCALE IN Frl <br />O 25 50 IGO <br />NOTES <br />1 ANY DISTURBANCES TO ACCESS ROAD DURING <br />CONSTRUCTION SHALL BE REPAIRED AND RESURFACED. <br />2 CONTRACTOR IS RESPONSIBLE FOR AS -BUILT SURVEY OF <br />PROJECT COMPONENTS ALL SURVEYING MUST BE <br />PERFORMED BY A COLORADO LICENSED SURVEYOR <br />3 DISTURBED AREAS TO BE REVEGEATED WITH THE <br />FOLLOWING SEED MIX THAT WAS APPROVED AS PART OF <br />THE DRMS MINING RECLAMATION PLAN: <br />SLENDER WHEAT 3 8 LBSIAC <br />LODORN GREEN NEEDLE 3 B LBSIAC <br />THICK SPIKE WHEAT GRASS 3.6 LBSIAC <br />SIDE OATS GRAMA 3.6 LBSIAC <br />WESTERN WHEAT 2 7 LBSIAC <br />INDIAN RICE GRASS 0.9 LBSIAC <br />�y TOTAL 16 O LBSIAC <br />L(SEE <br />L IN—UNE WYE CLEANOUT <br />ONCRETE COLLAR <br />SED OR D 48723 — -- <br />ETAILS ) <br />INSTALL TERMINATION CLEANOUT <br />_ EASTNG GROUND ALONG— <br />PROFILE <br />WESTERN END OF TEE <br />PROFILE CENTERLINE AND CONCRETE COLLAR (TYP) <br />EXISTING GdRNO0UlRN�D EL- 4673.1 <br />OSED GROUND (SEE DETILLLS.L�Iec�ONG CQN1EItUNE —K� <br />BEDDING <br />-- T- I <br />PVC O OLIOZ <br />�R 's <br />�a <br />J- t J <br />LF 1Y SOLID SDR35IPVC O 0. <br />INSTALL SOLID 12' PVC <br />PIPE PER TRENCH AND <br />BEDDING MTAItMl <br />HORIZONTAL SCALE IN rT: <br />0 25 50 100 <br />VERTICAL SCALE IN FTs <br />0 1.5 1 6 <br />4�eo <br />I <br />75 <br />4870 <br />4865 <br />4860 <br />4855 <br />21+00 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13450 13+00 12+50 12+00 <br />lai4?�1�� <br />Zaw <br />-� }a O <br />0~a <br />Z <br />Z <br />LL <br />OUW <br />Q <br />U W :) <br />fa:i�:7�•Ti iA � TT' <br />rJ <br />