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I I I <br />Lx- <br />EXST 12' DIAMETER <br />1 I I EXST FENCE OIL TANK \ � I <br />EKSTWELL <br />ACCESS ROAD <br />TO REIAAI <br />+ <br />/ \\\ CONTROL POINT MATT <br />/ \\ EL'. \ 4689.140 N=1.404,843.61 <br />\ \ I E=3,204,527.08 <br />\ ` #4x24" REBAR W/2' AC I I <br />\ \ I <br />lop <br />s �� <br />b <br />I <br />X <br />— <br />\ <br />\\\ <br />\. <br />L \\\11\� \\\\\/// /� <br />\ \1 <br />\\ <br />10\ <br />1\\ \\\I\I <br />\ 111 \I\I\\ \ 1 It \ I / <br />EXST POUDRE\ <br />RIVER THALWEG \\\ <br />\ \ 1\\ 1\I\\\\\\ I\II 1\ <br />a <br />\Vv <br />It <br />AAV AVAV1\ 1111 <br />Z <br />ULU <br />\ \ <br />\\\1\I\\ <br />N.0 <br />1 <br />\`� 1 4684 <br />\\\ <br />U a <br />li <br />F• <br />LLJ <br />APPROX EXST GAS LINE TO <br />BE REPAIRED BY OTHERS <br />TOP OF <br />RIVER BANK 1111111 I v A \ <br />I <br />�j11�11A11 c -las <br />II'11j11116 /\ <br />. A <br />TYPE M <br />RIPAAP <br />MINE TO BE RECLAIMED AS POND <br />WATER ELEVATION = 4681 FEET <br />AT TIME OF SURVEY <br />` A30'GAS EAI1,T�� <br />b <br />I <br />X <br />w <br />2 <br />\ `NEW WELL-_/ <br />z <br />a <br />ROAD <br />ACCESS R <br />Z <br />ULU <br />\ �� 681- <br />�\ 8 <br />N.0 <br />U a <br />F• <br />LLJ <br />B <br />C-202 is <br />X468 <br />P1gec1No.: <br />M240 ASOD1 <br />Designed By. <br />GL <br />D1ewn By. <br />/10 <br />ChedWd By <br />JAB <br />4682 <br />\ I `� APPROX PIPE DIREC AGHkOo <br />' L _— ]UNABLE TO LOCATE IN FIELI <br />4685- / _ r=_ _ _—_r —__ <br />_ <br />_ �XST 15' RCP PIPE— — <br />�I <br />FL EL=4687.3 <br />- <br />/ \ <br />CL 30'GAS / <br />- EASEMENT / <br />— 11 <br />-4681- _ _ _ / / <br />EXST WELL <br />ACCESS TO / <br />/ REMAIN <br />—OAS— <br />'\\\�\,Y <br />-10014 <br />APPROX LOCATION -\ \ \\ \ \\\\ \+ / / / / / <br />EXST TREES (TYP) INSTALL 6" CLASS 6 <br />ROAD BASE FOR NEW ROAD <br />\\\\\\\ <br />\\ OPOINT RODKEY <br />\\\\\\\ \ ///// // �Q\ <br />N\\1\��\\\\\\\\\\\\ EL4619,745// <br />IIT \ \ \\\ \ \ N-1,404.334.56 <br />d l \\ \ \ E=3.204,692.94 <br />11 #4x24'REBAR W/2'AC <br />TOP OF POUDRE <br />dlllllll \\\I\A1 <br />1111 AVVAV1 v v�v / / <br />X11111AV AVV111VII /� <br />EXST MONITORING WELL <br />�J EXST CONCRE�TA�Ei' EXST 4' HIGH METAL HANDRAIL <br />\06EXST N HIGH METAL HANDRAIL \\ I <br />V \ EXST ANTENNA TOWER <br />EXST DITCH INTAKE \ EXST ELECT METER <br />EXST ELECT / <br />TRANSFORMER / <br />/ ❑EM <br />—mET <br />VCV &A An <br />b <br />X <br />w <br />2 <br />Lu <br />z <br />a <br />Z <br />ULU <br />Lu <br />P <br />N.0 <br />U a <br />F• <br />LLJ <br />P1gec1No.: <br />M240 ASOD1 <br />Designed By. <br />GL <br />D1ewn By. <br />RAP <br />ChedWd By <br />JAB <br />NULL <br />F <br />yZO� <br />W <br />Nam <br />0 20' <br />40' 80' <br />F <br />o <br />SCALE: 1" <br />= 40' <br />ul <br />� O <br />a <br />.r <br />IIII ` <br />IIII �\ <br />\ <br />NOTES. <br />`SII II/ <br />1. <br />TOPOGRAPHY BY KING SURVEYING JULY 2015. <br />IIII <br />2. <br />DATUM <br />/ <br />HORIZONTAL: MODIFIED STATE PLANE <br />VERTICAL. NGVD 29 <br />Q <br />INIIII I <br />3. <br />BENCHMARK: NGS "U 136'. A BRASS DISK SET IN THE TOP OF THE <br />NORTH END OF THE WEST ABUTMENT OF R.R. BRIDGE OVER SMALL. <br />UJ <br />CREEK. <br />cel <br />> <br />N <br />I \ <br />ELEVATION. 4671.13 FEET (NGVD 29) <br />Y <br />Loo <br />I <br />4. <br />SPILLWAY WILL TIE INTO PRE -MINING CONTOURS (NOT SHOWN). <br />m <br />�— <br />Illl�p <br />0/ <br />^ <br />C <br />1171� <br />LZ <br />W <br />S\ <br />— 11 <br />-4681- _ _ _ / / <br />EXST WELL <br />ACCESS TO / <br />/ REMAIN <br />—OAS— <br />'\\\�\,Y <br />-10014 <br />APPROX LOCATION -\ \ \\ \ \\\\ \+ / / / / / <br />EXST TREES (TYP) INSTALL 6" CLASS 6 <br />ROAD BASE FOR NEW ROAD <br />\\\\\\\ <br />\\ OPOINT RODKEY <br />\\\\\\\ \ ///// // �Q\ <br />N\\1\��\\\\\\\\\\\\ EL4619,745// <br />IIT \ \ \\\ \ \ N-1,404.334.56 <br />d l \\ \ \ E=3.204,692.94 <br />11 #4x24'REBAR W/2'AC <br />TOP OF POUDRE <br />dlllllll \\\I\A1 <br />1111 AVVAV1 v v�v / / <br />X11111AV AVV111VII /� <br />EXST MONITORING WELL <br />�J EXST CONCRE�TA�Ei' EXST 4' HIGH METAL HANDRAIL <br />\06EXST N HIGH METAL HANDRAIL \\ I <br />V \ EXST ANTENNA TOWER <br />EXST DITCH INTAKE \ EXST ELECT METER <br />EXST ELECT / <br />TRANSFORMER / <br />/ ❑EM <br />—mET <br />VCV &A An <br />C-201 <br />W_ <br />2 <br />Lu <br />z <br />a <br />Z <br />ULU <br />U a <br />LLJ <br />P1gec1No.: <br />M240 ASOD1 <br />Designed By. <br />GL <br />D1ewn By. <br />RAP <br />ChedWd By <br />JAB <br />C-201 <br />