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a <br />0 <br />0 <br />N <br />Lo <br />NOTE: <br />ALL DISTURBED AREAS OUTSIDE OF WATER SURFACE WILL BE SEEDED <br />AND MULCHED WITH THE EXCEPTION OF ACCESS ROADS WHICH WILL BE <br />GRAVEL SURFACED. <br />II GRAVEL ACCESS ROAD <br />III I <br />I I \ I <br />>I <br />W <br />TI <br />I III <br />46&&, <br />� II <br />GRASS <br />I I II <br />II II II <br />p I� <br />IIII I – <br />I o 0 <br />1 ALO 00o cfl* N(o <br />I ,� s°.� cfl co <br />I I Ass <br />1 <br />II I I I <br />46'6& <br />4650 6'60- <br />4650 <br />4640 <br />4630 <br />4620 <br />4610 <br />4600- <br />\.— —Z— ---/ <br />El <br />SHE <br />I I I <br />PERIMETER DRAIN <br />(IF REQUIRED) <br />I , It <br />\ --ro <br />- <br />� I � II <br />. I I II I <br />—191 LOT B RE -1638 \ I / I I I <br />" – <br />GRASS <br />6 3. T <br />\ 3:1 RECLAIMED SLOPE I I I I <br />)ONED\ <br />600 — �66, I 1 I 0oo0OooXO6II <br />46�� <br />6 I <br />66, <br />Z` <br />Nk1 P <br />J I F� ELEV=46 <br />ti <br />fit <br />Section <br />f SN <br />I <br />\\ \ I I I <br />�� � � � � \ <br />_ <br />DE \ �\�\ \\\\\ 0�1, GRASS <br />DE <br />(QEOft <br />D <br />.,..... – �— ... – _ _,o.= — _ �II■a \\//> \ �\ \\\ \�\\\ l/ – _�__ II II'I'I VIII / 1 1 I I I III <br />—- 463e –\\��\ — \ \ \\ \\\� <br />--� \ –\\\ <br />4610 <br />\ //I 4600 "°" A ~' — =' � 11\\ 1 \ yl��\\ \�\ /((� \ I II III (IIII II \� I I ` 1 ` I 1 I I IIII <br />_– \\I \ \ I I II 1D <br />I —\ \ /�/l —4590 <br />l I I 1 45 <br />4570$0\ <br />45§0 <br />—::--,4550- <br />0 <br />— — , 4550 I / <br />0) 00 Pal <br />3:1 RECLAIMED SLOPE / <br />/ I / <br />/ 1 4550 <br />/ 4560 <br />l \ 4570 <br />/ 1 4580 <br />/ ( — 4590 <br />j 4600 <br />1J) l,\ �-�■4610 <br />1 ./ --- — 46 � / <br />looboo I I \ 1 <br />\\\� Z110 12)\ <br />�bn00 <br />I <br />-7 It/ / NDPtE -Q= ZR Y I I I I I 1 l <br />970-30 � 5000" \` I I I j I \ <br />00000 l�`l U /( \111 L — —/ <br />10 r GD \6, of 1 1 I \ I I I �� <br />� I I <br />l I\ I 1\IVIiEnz <br />\ �\ \r(l� LOT A, RE -163 <br />GRASS <br />\\fill%//� <br />ACCESS <br />EASEMENT TO <br />irw <br />'°°� \I� j r LOT A,1RE-1638 I I \ I( <br />l REC. NO. 241725, <br />GRAVEL <br />1 r I L <br />PERIMETER DRAIN <br />(IF REQUIRED) <br />_4 --- <br />\o <br />C3 \ <br />1 <br />I <br />0 <br />LEGEND: <br />�i <br />UTILITY POLE <br />> <br />GUY WIRE <br />G <br />WSS <br />Designed By <br />GAS LINE MARKER <br />® <br />GAS VALVE <br />0 <br />WELL <br />OW <br />WATER METER <br />x <br />WATER FAUCET <br />W <br />WATER LINE MARKER <br />® <br />ELECTRIC TRANSFORMER <br />>- <br />o_ <br />TREE <br />❑T <br />TELEPHONE PEDESTAL <br />T <br />TELEPHONE LINE MARKER <br />— — — — <br />PROPERTY LINE <br />FENCE LINE <br />OE of <br />OVERHEAD XCEL POWER LINE <br />—G— — <br />EXISTING DCP MIDSTREAM GAS LINE <br />Co <br />NORTH WELD WATER <br />w w <br />DISTRICT WATER LINE <br />— <br />-------4640 <br />EXISTING CONTOURS (2' INTERVALS) <br />= <br />GRAVEL ROAD <br />Co <br />PROPOSED PERMIT BOUNDARY <br />PROPOSED SLURRY WALL <br />4640 <br />PROPOSED CONTOURS <br />. . . <br />PERIMETER DRAIN <br />WATER SURFACE <br />150 75 0 150 300 450 <br />mmomi <br />SCALE IN FEET <br />�7 <br />w <br />s <br />x <br />W <br />16 <br />E <br />0 <br />U) N <br />z 0 <br />0 <br />w <br />w <br />Q N <br />N <br />O Cfl <br />ti <br />Cfl � <br />00 O U <br />Cl) <br />0 <br />N U LL y <br />Q O N U <br />O IEZ <br />>W LO <br />J I� <br />O a0 <br />Lr) ILL o <br />O <br />00 <br />Q <br />CIO <br />c <br />Cz <br />U <br />N <br />c� <br />N <br />zo <br />Tm <br />O <br />co <br />0 <br />O <br />N <br />J&T Consulting, Inc. <br />Job # <br />0 <br />Date <br />2.13.18 <br />Drawn By <br />WSS <br />Designed By <br />TPY <br />Checked By <br />JCY <br />File <br />JT -Derr 2018 Rec <br />Scale <br />1 " = 150' <br />Sheet: <br />Of: <br />2 3 <br />m <br />Cn <br />U) <br />Cn <br />V) <br />>- <br />o_ <br />Co <br />Co <br />0 <br />m <br />Co <br />N <br />co <br />'DU <br />-) <br />z <br />N <br />r7 <br />J&T Consulting, Inc. <br />Job # <br />07123 <br />Date <br />2.13.18 <br />Drawn By <br />WSS <br />Designed By <br />TPY <br />Checked By <br />JCY <br />File <br />JT -Derr 2018 Rec <br />Scale <br />1 " = 150' <br />Sheet: <br />Of: <br />2 3 <br />