Laserfiche WebLink
LEGENDL <br />NO <br />APRIL 08, 2000 (INTPASEARMe INC.) <br />rl <br />/ <br />—X <br />JI <br />PERIM <br />f <br />rk <br />1• <br />• <br />,1 <br />•1 <br />• rr �• 1 - � ;s�;lp6 <br />s <br />a <br />0 00 ICAO <br />1 <br />9GL� low <br />'R1 <br />O� <br />O <br />e <br />l� <br />EMBMKAIENT SLOPE LINER <br />AUQNMENT DATA <br />CONCEPTUAL RESERVOIR <br />—5385— <br />CONTOURS r INTERVAL) <br />NO. 4 <br />STING CONTOURS <br />INTERVAL) <br />NO. 8 <br />DRCH FLOWLINE AND <br />_ <br />WATER LINE <br />- - - - - -- <br />TRAILS <br />POWER POLE <br />E <br />LIGHT POLE <br />—x— <br />FENCE <br />ARROW INDICATES VIEW DIRECTION <br />SECTION OR DETAIL NUMBER <br />2 <br />3 <br />NUMBER SECTION <br />OR DETAIL IS SHOWN <br />SHEET NUMBER WHERE SECTION <br />OR DETAIL IS CUT OR TAKEN <br />NO <br />APRIL 08, 2000 (INTPASEARMe INC.) <br />rl <br />/ <br />—X <br />JI <br />PERIM <br />f <br />rk <br />1• <br />• <br />,1 <br />•1 <br />• rr �• 1 - � ;s�;lp6 <br />s <br />a <br />0 00 ICAO <br />1 <br />9GL� low <br />'R1 <br />O� <br />O <br />e <br />l� <br />EMBMKAIENT SLOPE LINER <br />AUQNMENT DATA <br />- - - -1 <br />GROUND SURFACE <br />If DIA BLIND FLANGE <br />- - - -T- - -:FLANGE ------ - - - - -• <br />• MIR OF RIM PIPE <br />If DIA W CAP <br />i1� B u� <br />7 <br />SET IN <br />PIPE RONI PIPE <br />4'x4• ZONE 3 BACKFILL <br />If 41! BEND DUCIILE IRON, <br />�,• ` ILAIPE, RESTRAINED JOINT <br />Mi <br />TtTT <br />•'•• j'. 1 ••, . <br />• �. <br />-- 1. RISER <br />I <br />0 <br />L 49 B <br />WITH <br />Usw <br />OF 11 <br />4. THE <br />&& IsLurnm <br />Iz. mum <br />SOLID WALL <br />ll r: 1 , • . -,. ..1 <br />AT STATION 0+00 IS TO BE CONSTRUCTED USING ONLY A 49 <br />TO TIE END OF THE DRAIN PIPE NO WYE IS TO BE USED AT <br />11_ :- °PSI'•:.[? �.� \•��1:•::I <br />EMBANKMENT <br />% .. .j ZONE 3 NANEIIIAL <br />SG AND T° <br />N......G ...r <br />If DIA PERMIEIER ORAN <br />LINE PIPE TAFIIC�H�pE B WWW I <br />USING A 1440K A�PPR04E0 EQUAL <br />D -VARiS FROM I TO 4 FT. <br />If JIff BEND v MJXPE, <br />BACKFILL TO MATCH ZONE to <br />EMBANKMENT FILL TOP &0r <br />ZONE 3 BACKFILL <br />M <br />Permit Number <br />r/- /97-022 <br />Class: Operrnd <br />SecbcplExhibit _ ------------------------------------ --------------- i <br />Class y,��jRevisirm /J Z <br />TYpelSeq _ /�[ //_� {// - _- �`G(y_j___ _ q <br />Class'. O Report ❑ Hydm OGeneral • 2 �J <br />- - - "- - - -- -- I <br />Doc Type:_ -_ __ _ - <br />❑Application (Coal only) Bond O Enforcement O Inspection <br />IZDDRRAAIN GRANULAR <br />BEDDING BACKFILL <br />It DM. WYE WJ <br />CLEAN OUT SECTION VIEW <br />N.TS <br />ZONE 3 GRADATION <br />(CONCRETE SAND) <br />PERCENT PASSING <br />3 <br />100 <br />NO. 4 <br />50 -90 <br />NO. 8 <br />0 -45 <br />161T 1 <br />0 -25 <br />NO. 30 <br />11 <br />�'_r•'rxIl• <br />t'_IT3)• <br />E��''iFf� <br />EZiT3� <br />■� <br />- - - -1 <br />GROUND SURFACE <br />If DIA BLIND FLANGE <br />- - - -T- - -:FLANGE ------ - - - - -• <br />• MIR OF RIM PIPE <br />If DIA W CAP <br />i1� B u� <br />7 <br />SET IN <br />PIPE RONI PIPE <br />4'x4• ZONE 3 BACKFILL <br />If 41! BEND DUCIILE IRON, <br />�,• ` ILAIPE, RESTRAINED JOINT <br />Mi <br />TtTT <br />•'•• j'. 1 ••, . <br />• �. <br />-- 1. RISER <br />I <br />0 <br />L 49 B <br />WITH <br />Usw <br />OF 11 <br />4. THE <br />&& IsLurnm <br />Iz. mum <br />SOLID WALL <br />ll r: 1 , • . -,. ..1 <br />AT STATION 0+00 IS TO BE CONSTRUCTED USING ONLY A 49 <br />TO TIE END OF THE DRAIN PIPE NO WYE IS TO BE USED AT <br />11_ :- °PSI'•:.[? �.� \•��1:•::I <br />EMBANKMENT <br />% .. .j ZONE 3 NANEIIIAL <br />SG AND T° <br />N......G ...r <br />If DIA PERMIEIER ORAN <br />LINE PIPE TAFIIC�H�pE B WWW I <br />USING A 1440K A�PPR04E0 EQUAL <br />D -VARiS FROM I TO 4 FT. <br />If JIff BEND v MJXPE, <br />BACKFILL TO MATCH ZONE to <br />EMBANKMENT FILL TOP &0r <br />ZONE 3 BACKFILL <br />M <br />Permit Number <br />r/- /97-022 <br />Class: Operrnd <br />SecbcplExhibit _ ------------------------------------ --------------- i <br />Class y,��jRevisirm /J Z <br />TYpelSeq _ /�[ //_� {// - _- �`G(y_j___ _ q <br />Class'. O Report ❑ Hydm OGeneral • 2 �J <br />- - - "- - - -- -- I <br />Doc Type:_ -_ __ _ - <br />❑Application (Coal only) Bond O Enforcement O Inspection <br />IZDDRRAAIN GRANULAR <br />BEDDING BACKFILL <br />It DM. WYE WJ <br />CLEAN OUT SECTION VIEW <br />N.TS <br />ZONE 3 GRADATION <br />(CONCRETE SAND) <br />S7XID raw <br />� I <br />' ] ". ]' 1' :711 r ♦• 1 ". • 1 • 1 ] <br />1 , r / 'I • • ."]' :711 r , T. •• • <br />( REVISIONS <br />PERIMETER DRAIN BEDDING <br />GRADATION <br />SIEVE SIZE <br />PERCENT PASSING <br />3 <br />100 <br />NO. 4 <br />50 -90 <br />NO. 8 <br />0 -45 <br />161T 1 <br />0 -25 <br />NO. 30 <br />11 <br />S7XID raw <br />� I <br />' ] ". ]' 1' :711 r ♦• 1 ". • 1 • 1 ] <br />1 , r / 'I • • ."]' :711 r , T. •• • <br />( REVISIONS <br />PERIMETER DRAIN BEDDING <br />GRADATION <br />SIEVE SIZE <br />PERCENT PASSING <br />3 <br />100 <br />NO. 4 <br />50 -90 <br />NO. 8 <br />0 -45 <br />NO. 16 <br />0 -25 <br />NO. 30 <br />0 -6 <br />RECEIVED <br />NOW 0 3 20•-90 <br />Division o/ Minerals and Geolog•; <br />• IIIIIIIIIIoIII� 1111�11111� 1311111 <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />,N ►YY -1�1�1 volLif <br />�� ROCKY MOUNTAIN CONSULTANTS INC. <br />6t6 DMA WARE COLORED So 300 <br />1. ''NT, COLORADO 60601 <br />PHONE P' -STET uE1R0: 066 -8289 <br />Y: T SHEETS <br />08 —WD XII N0. SEE <br />Di GC APPROVED B00 DRAN DJH DATE: 09— <br />19- 2395.014.0 2 3 <br />cHECKm er. CH SCALE: AS NOTE <br />