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FI <br />EI <br />D <br />< C <br />Q` <br />uu <br />T_ <br />1 IN <br />G <br />0 <br />AI <br />.1 <br />N <br />04 <br />0 <br />N <br />It <br />1 <br />I I � <br />� � I <br />f � � <br />f � \ <br />1 � <br />� � I <br />-4 <br />4. <br />II� 41 <br />� l lIl 4f <br />EXST DEWATERING <br />`\ PIPE IS ABOVE GROUND <br />RIP RAP WRAPS <br />AROUNDEN❑ <br />OF CONCRETE <br />CUTOFF WALL <br />G �I- <br />C 204 ` <br />0 <br />p <br />C-204 <br />\ 46 4684 <br />4 <br />oQ <br />0 7� <br />D <br />C-205 <br />E <br />C-204 <br />2 <br />3 <br />4 <br />CONTROL POINT ROCKE <br />EL: 4684.283 <br />N=1,405,555.23 <br />E=3,205,249.18 <br />#4x24" REBAR W12" AC POUDRE RIVER THALWEG <br />TOP OF POUDRE <br />RIVER BANK <br />cb <br />XST 10" HQPE PIPE- �� —-- EXST 18" CMP PIPE <br />\ - <br />-z-]FL EL, 46855.6 �� — —��— FL ELT 4682-2 <br />\\ _4 — �s ss's �` Coq -- — ��-- PERMITTED <br />�— <br />�q <br />-4685_ ` _ _- � � �l — —�� <br />1_ — \ � �— — DISCHARGE <br />QUD��" <br />POINT <br />� `• �p`°�/r� � —� � � �� � � 4688_ 'EXST�� pONOS'� l / Rev � —`�—� <br />c� <br />,4`6$4Ilk Tu• b <br />p6a61. <br />�—�EXST 18"CMPPIPE <br />684 _ <br />FL EL = 4682.3 <br />,.',� \ ��- /�`\ I -- �-� ��� `\ �� �_ � �f J /` err �� ��• �_ <br />CONST UCT NEW 20'WIDE ROAD. <br />I CENT LINE STA 1+60 �= — _—��� <br />01 <br />l — pXST 10" HDPE PIPE --_ 1 1 <br />■ �- — -� — AF - <br />L EL = 46851 '�.: ,� 1 1 r 1lj CONTROL POINT JOSH <br />EL: 4684.855 <br />RIP RAP WRAPS - ��- 1 1 \ 1 L- �� N=1,405,397.52 <br />AROUND END E=3,205,776.04 <br />6' OF CONCRETE EXST 10" HDPE PIPE - ��� �� Jl l III f , 911 #4x24" REBAR W/2" AC <br />111 1 =1 <br />CUTOFF WALL FL EL =84 3 <br />=4681 l <br />DEMOLISH <br />PIPES <br />111 �,,I/--� <br />11� <br />III � 1 <br />MINE TO BE RECLAIMED AS POND <br />WATER ELEVATION = 4681 FEET 1I�1 <br />AT TIME OF SURVEY <br />III � l <br />II/ I l <br />IIII � �^�-- <br />IiI <br />5 <br />0 20' 40' 80' <br />SCALE: 1" = 40' <br />WEST SPILLWAY <br />0 <br />NOTES: <br />1. TOPOGRAPHY BY KING SURVEYING JULY 2015. <br />2. DATUM <br />HORIZONTAL: MODIFIED STATE PLANE <br />VERTICAL: NGVD 29 <br />7 <br />3. 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 />CREEK. <br />ELEVATION: 4671.13 FEET (NGVD 29) <br />4- SPILLWAY WILL TIE INTO PRE --MINING CONTOURS (NOT SHOWN) <br />i <br />GREAT WESTERN �/c wq <br />of co`ORADO <br />COFFER DAM <br />7 <br />EAST SPILLWAY <br />1 <br />PERMITTED <br />DISCHARGE <br />POINT <br />CITY OF GREELEY <br />CODED GATE <br />SITE ENTRANCE <br />Cj N <br />KEY MAP <br />NOT TO SCALE <br />x <br />� <br />r <br />wpm <br />U <br />� 00 <br />W <br />g� <br />❑ <br />wo -- <br />o <br />J <br />o� <br />� <br />�z � <br />o� <br />4 <br />� <br />Z LI? <br />W <br />CoZI­ <br />F o <br />o <br />U) <br />Cn <br />z <br />03 a <br />W� <br />1 <br />(fl <br />d <br />A. <br />>_ <br />Co <br />Co <br />Q <br />❑ <br />o <br />4 <br />� <br />o <br />U) <br />Cn <br />W� <br />1 <br />(fl <br />❑ <br />Y <br />Q <br />W <br />Z <br />_j <br />W <br />Q <br />Z <br />J <br />o <br />Z <br />Z <br />iY <br />U) <br />F— <br />III <br />Project No.: 133-24097-15001 <br />Designed By: GL <br />Drawn By: RAP F <br />Checked By: JAB 12 <br />CD <br />f-- <br />203 OL <br />L <br />OL <br />v <br />U <br />I ommol Bar Measures 1 inch <br />M-2011-001 TR01 <br />RECEIVED <br />SEP it 12017 <br />DIVISION OF RECLAMATION <br />MINING AND SAFETY <br />