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°n <br />�o <br />moo° <br />11 11, <br />STORA c AREA p . <br />� Q . <br />Y <br />FALL HEADIV Y <br />TOR 4 , <br />310 <br />1 <br />1 ` <br />1 <br />)I�TRIBUTION LINE <br />L.EOEt <br />- EXISTED CONTOURS <br />-1250— PROPOSED GRADE <br />-- - - — ELECTRIC POWER LINE <br />• ELECTRIC POWER POLE <br />MH. AB MANHOLE <br />-- - == CULVERT <br />7021 ] EXISTING GROUND ELEVATION <br />7018.3 PROPOSED SURFACE ELEVATION <br />�. - I• I .., CI I ._, 00 ' ._ -_ Jam. <br />12470V. DISTRIBUTION -ME— ,OOO 0 <br />RTH CLEARWATER DIVERSION CHANNEL (BY OTHERS) t 1 N 39 e Ps <br />i � a <br />HOLE <br />I} O <br />N J \ <br />ffi °o <br />m M9tMWLE j4 DROP INLET B 6 7 RIGHT 17' <br />X 2:S9Y99 _ <br />F f.4M.T93 DROP INLET \ . -. 7000 , <br />M ]Yq0!! OOD B DROP INILi 0 <br />IN A 6 11.-Y CRWX¢ = 69 <br />-x J9e.n] }09 <br />STA. T2+M <br />SfA 1k F67 309 309 SFA 26 + %, OFiSET FIOHT 19, <br />y F 1M].]14 OfFSEt RItM 15' }0] NO 65973 u N J0.5A3i <br />MINHOLE /Z _ E 1 H8193 - F 1449,901 MANNTO QB�9 <br />X 398.088 E 1'N].T01 .OLTH "LENT ATEP DIVEP_IOP ..PMINEL T EL O CNMMEL - E99T 3 <br />fl • C6V9FL =89919 EL • cXMINFl 69G9A ......E 1.IN.301 <br />F 1,µY,494 307 STA. MERICIM <br />0 9 1, V`T)RE G GRATED MANHOLE COVER <br />1 Jk, I <br />� I e <br />p <br />O <br />PLAN VIEW <br />SO. IN FEE' <br />9A' HOPE CULVERT INLET <br />n An <br />E 1.�44489.`T1. 4T1 ' <br />STA }5+tb-0 <br />IM/ ]OB8.0 <br />NOTE3 <br />1. HDPE PIPE SHALL BE CUSS 40 SPIROLITE PIPE OR <br />APPROVED EQUAL. <br />2. NORTH AND SOUTH CLEARWATER DIVERSION CHANNELS NO REMSION DESCRIPTION <br />AND SFDIMFNT CHANNFI ARE SHOWN SCREENED FOR <br />CIARIIY, SEE M.C. M E611302. <br />3. 54 DA, CIRCULAR CIAO SHALL BE 12 GAUGE w/ <br />3S1" gORRUGATIONE OR APPROVED FOUAI- <br />4. FOR TRENCHING REQUIREMENTS, SEE DETAIL e <br />5. ALL COORDINATES AND ELEVATIONS ARE PROVIDED FOR <br />REFERENCE PURPOSES ONLY ALL DIMENSIONS MUST BE <br />FIELD VERIFIED PRIOR TO CONSTRUCTION- BASE MAPPING <br />PPOADED BY MOUNTAIN COAL COMPANY, CONTOUR INTERVAL 20' <br />TO, ED FOR DID <br />ISSUED FOR 902 REVIEW <br />0 ISSUED FOR 502 REVIEW <br />CCW1 -13 CLEARWATER DIVERSION PROFILE_ <br />- -- — <br />nokrzonuL CALF 1' -loo <br />VERTIGL SCALE . I'=10' <br />REVISION DESCRIPTION <br />I IIII VIII VIII VIII VIII VIII IIII IIII <br />001188 <br />INTAIN COAT COMPANY <br />" PO <br />SYLVESTER <br />SHAFT <br />2v6DO12 <br />w <br />O <br />40 OF 54'b <br />ow <br />CMP 0 5685 "' Q <br />O <br />w F <br />x ° a m <br />"e <br />122' OF 56 'R 194' OF 54'Y 42}' Of 54 0 }22' Of 54'm 202' OF 54'0 A 190' OF 54'0 5R3 Of 59 <br />n z ® 119% w +> <br />z <br />x �, x <br />CMP 0 3025 m CM O 3A CMP O 3.42 CMP O 3A CMP O 15.17. CMP O 17.3% HOPE <br />� <br />n <br />-F1 <br />x� <br />i4S <br />1 <br />1 <br />O <br />- <br />q} <br />1596 <br />p <br />O <br />Ll <br />Gi <br />a• <br />1 <br />EL <br />]0660 <br />7100 <br />-- <br />a <br />5.04.... <br />7000 <br />]000 <br />n ° <br />.- <br />u <br />°" <br />F <br />° <br />° <br />- <br />:::a_OUT <br />INV <br />JO }15 <br />s <br />EXIST NG L <br />ADC <br />° <br />o <br />6B <br />50 OF G <br />PE <br />FEE, <br />l2 <br />12 <br />by F 98 <br />¢ <br />� � <br />INY IN <br />]0320 <br />56 <br />6900 <br />i <br />m <br />- -. <br />-..'. <br />TA. 2 <br />NY. -IN <br />NB <br />-f <br />Ji2.0— <br />- <br />HDPE E6 nT <br />S90D <br />TA. 1 <br />+ 1 <br />_ <br />_ o <br />NV. <br />IN9 <br />LO 65 ] <br />#5TA, <br />WT EO <br />6961 0 <br />- <br />At <br />+02 <br />24 +50 <br />5800 <br />EI 69i <br />269 St <br />IN <br />6800 <br />+ <br />1 <br />NV. 0'i <br />EL <br />68BS5 <br />IN E . 69 <br />2 <br />STA <br />14+ <br />STAI <br />♦ a <br />+ <br />40 <br />SA 12 +23 <br />11 <br />Elf b3i3 <br />' 1NV <br />Ur p 6BZ <br />- _. <br />A 18462. <br />__ -_ <br />INV <br />U CC 6S3 <br />,.. hoe <br />G: <br />INV BID L <br />fibril / <br />v w <br />L 6 <br />_STA <br />11 <br />+00 <br />2 5 <br />t2f <br />51A 14+24 <br />4 <br />OTTO <br />MV I <br />NV OUT E <br />683].9 <br />6700 <br />S <br />10+ <br />O .m <br />dN <br />M�bm <br />rn�0r <br />l <br />bm6N <br />NmM <br />m <br />OTmN <br />r <br />Onolm <br />N �NS <br />l r <br />pN <br />M,Dm <br />d 11 <br />mm <br />Y m� <br />O' M°1M <br />,D <br />r <br />d <br />I< <br />i <br />N <br />bml� <br />^O <br />p <br />N <br />N <br />< <br />'Y <br />V m <br />m <br />n10 <br />US <br />V <br />O) <br />r <br />r <br />^O <br />O <br />O <br />O <br />0 <br />r <br />y <br />m <br />Ypl p m <br />Om E N m <br />m <br />Om I <br />Om � <br />b <br />0m 1 <br />m mm <br />m Nb <br />m bm <br />m �m <br />n nr <br />n rn <br />r rr <br />1�r <br />rr <br />rr <br />— —� <br />10 +00 12 +00 14 +00 16 +00 18 +00 20 +00 22 +00 24 +00 26 +00 28 +00 30 +00 32 +00 34 +00 35 +00 <br />NOTE3 <br />1. HDPE PIPE SHALL BE CUSS 40 SPIROLITE PIPE OR <br />APPROVED EQUAL. <br />2. NORTH AND SOUTH CLEARWATER DIVERSION CHANNELS NO REMSION DESCRIPTION <br />AND SFDIMFNT CHANNFI ARE SHOWN SCREENED FOR <br />CIARIIY, SEE M.C. M E611302. <br />3. 54 DA, CIRCULAR CIAO SHALL BE 12 GAUGE w/ <br />3S1" gORRUGATIONE OR APPROVED FOUAI- <br />4. FOR TRENCHING REQUIREMENTS, SEE DETAIL e <br />5. ALL COORDINATES AND ELEVATIONS ARE PROVIDED FOR <br />REFERENCE PURPOSES ONLY ALL DIMENSIONS MUST BE <br />FIELD VERIFIED PRIOR TO CONSTRUCTION- BASE MAPPING <br />PPOADED BY MOUNTAIN COAL COMPANY, CONTOUR INTERVAL 20' <br />TO, ED FOR DID <br />ISSUED FOR 902 REVIEW <br />0 ISSUED FOR 502 REVIEW <br />CCW1 -13 CLEARWATER DIVERSION PROFILE_ <br />- -- — <br />nokrzonuL CALF 1' -loo <br />VERTIGL SCALE . I'=10' <br />REVISION DESCRIPTION <br />I IIII VIII VIII VIII VIII VIII IIII IIII <br />001188 <br />INTAIN COAT COMPANY <br />" PO <br />SYLVESTER <br />SHAFT <br />2v6DO12 <br />w <br />O <br />