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133"1 <br />Fcw,u- <br />0 - - - - - -- _ _ - - O - - - O M // - - -O - O - o O O O - O O O / O O <br />O O ,r, / ry \o°fJ 0 'i fp Q rD GO 't, N- - N 0 17 s O <br />- - O \ \ \O N k g - O M m O N O N N N - N W <br />- N \ \ \ Itu 2/ � N 0 N ti 0 O O N W W W W W <br />Ir N208,2 ®� \ \- _ \\ �\ \\\ \ I 24 �� ?j \ \ \\ \ \♦ \ N208,200 <br />1 / / <br />\ \` <br />W 208 SO. \ \ ' 2�� f0 -- -oi a \ \ \♦ \ i \ \ I 1 \ / / / / <br />-�Ttt \\ \ \ 6 a -.L 23 N 2 T= \ ♦\ \\ \\ \\ <br />\ \ W CO SUB - � CO ao \ ♦ \ _ <br />NI BENCH �\ \ \,' \ \` \ �o �\ ♦ ♦ \ 1,1 ` \\ s / / / / / <br />N 208 17 <br />GRADE 500 fLR D \ \\ \\ \ \ \\ I \\ �� <br />BENCH _ 6• b \\ I I \ _ - - - - -- <br />y°+ \ \\ \� _ \\ \`. \ ♦ \ \ III \ \ / I <br />\ \\ \ - \� 1 \ \� 1 Li- \ \\ \` �° \ - ryb a a [ \�? \ ~ \ \ \ \\ ♦\ \`\ / \ \ \\ - SEE NOTE 5 --►•I 1 \ 100 <br />W. �\ \ � <br />\ \ 81 <br />24 23 ` / ♦ m °1 ® ��> N \\ IS \\�� 12 / \\ \ \\ 1'I ALIGNMENT <br />22 r 22 S m o \ \ 20 19 \ 18 lr \ 15 14 13 \ \\ \ HOR OF <br />IF <br />° F k - N \\ so \ 16 \\ ♦\ I \\ OTHERS <br />/ \� -- \ \\ \ I \ �°1 W- `v \ \\ 10, r 10 20 - \ 38 ter` 38 •s- \ \ 1 I \ \ 0 \-e \ 1 \\ <br />( I / ! - - / - -� A ! 1 "`3` `S-' °A --�as. r'' 9e- 0' > e` M 0 00 GR �1 ♦ _ , - -_A - _!.'..�-. -z:,a `�- '_- = _ - --- "u- �.�;,1 �-= trh -,`- A p� I I \ CRE E A� \V A \ <br />0 J `ta_23 % z O \ r \ _ __ # 0 \ I I \ \ CON , _ 1 \ <br />\\ a v \\ yo - `ti e \\ \ N208,100 <br />N208,10>,1� �� \\ \\ - 1 - r,. _ _ _ \ W ry \ .: -' u \ 1 I I \ dzs \\ \ \ <br />i_ <br />24 \ \ \ M \ 0 1 1 \ v \ 1 <br />� \ � _ \ \ I, n''`om- - \\� ° y°d_ \ -s •+� ♦ _ _ � - \try \ � . •.- \ \� \\ <br />- _ - _ 2 \ J - 3 = .-yE .__ - '4 • a. A _ _ V 0 <br />a'd \ N \ \r _ �r \ g0 \ o \ 20 \ \ ` \ \ <br />7 d '� to ♦n \ \ \ \� \ 1 <br />\_r \ <br />- -= - \ - '�• PiEL2356 \_ 20 \ T- \ \ \ <br />............... I \ \ s ♦ X19_ \ \\ \\ I b I l \ �— - -_ - N* 006 °�j/ \ O <br />\ ` \ � � ° ♦\ e I <br />- - - -- - - 1 \ ♦\ ♦ \ /1\ \ e \ \ \ \ i \ ♦0 - cr\ \ \ STOCKPILE 1 I \ 0T5 = i <br />\ Dlo I _ 2 _LL �\ <br />t t \ { I / es ♦ \ f \1 <\ \ \ \ c = \ \` \\ ' \ e A 18�Y \ \ 1 I I \ 9 - <br />i E DITCH <br />y(WIO - . ��O` O/� D2 i O''� \\ \ \\ <br />z0 , -� \0 1 \ \ \\ \\ \ \ - I�g \ LIME ► + I`I 06 OS _ "02?� <br />° s 4 0 \ / 1 SILO 1 1 1 - fti CONV O _� SBO 3d •�__ \ <br />\ \ \ ► 3 1 1 1 03 \ o U /y \ <br />�. � b_\\b �• v 1 \ • \\ a� \ i I _ -\ �t i SL 10. >, LLW _ = 8 \ <br />° 02 b,o \\ \ <br />\ _ ` o ♦\ b\ b 0\ b b 1 \ \ 1 I _ d + -_ A 1 I I\ I I m 1 \6 I I 1 s' w- rc I 6 09_ I 8600 - GitAOE _ \ \\ } <br />I a - <br />\ II \I \ . 0 1 -',! ► I_ o k \ i 1 a a M a `0 i I 4 I 1 uai c~3 u. , - -- t a_ - b - o °ITCH - 0 6 \ \ <br />'` <br />[Cl <br />0 N 1 +2 0 3 1 ~ - -- 0 0 o r ° \ '3 8 N208,000 <br />ONV. INO a � \ <br />W - <br />-S = • °¢ s I 8 \♦ <br />W- 1 1 - -=� - J DROP INLET O T <br />' 1 0.3- . 6 Y - 1 _ N9 1 - m 4 - - >l' -,'- F q r \ <br />\, `N �N 98S I \ w )_:.a- � `� ! ,y ea 20 i 1 9 r- _ NO 2 TOG 99 17, <br />..•. -- �' /' <br />` 1 I Szi 56 ( 11 a a I 1 ° _ _ I od <br />I I I m 1 \009 / 05g ' 06, <br />\/ I 1 8620 <br />t� i '� / ► I I - tig \ r 1 = I _ Rdv 1 - I I 1 1 1 os A\ <br />SEE NOTE 6 <br />o\PE 2 --. \\ --i a , 1 - _� a + 1 9620 °o <br />s' 1\ 1„ r � � w � (,,_, � _ � ( _ � 1 , ' _ / - v ! / a�'•- .� _ o ta0 \ I , 2�6 / , ♦\ <br />\ -- a <br />1 '_ m I ! I I l = % / 09 o� _ - \N�go I g2�� % <br />°' m r- I /B f2' � ID /0.- _ .= 9 1 _ 'W \ OE <br />I y / lo" of / / _1 \♦ <br />STA 4 +2507 _ / _ 1 / I I. =- I ` -•� \� 1 U6' a / _ y _ 3_ D3 OQ / , ♦` <br />I 1 I I a za vPl. _ / 0 I l 5 1 '�_ _ \ , I / W / / la / \/ / / / / / N207,900 <br />k\12�wy�- �� �_ I I 1 1 ry = =~ •� EL 86250 = 1 4416 '\ w.-_� - \ _ ! 16 <br />1 -:, _ _ 15 r- _ <br />` "bo t_ � / <br />_ L � <br />le <br />/ °r ! -- a� ! y �� _ / = o =_ = =�` ��°j` _ = `nt- �`�`0=f =. ' �.�°D� / �A /� x2S / ' / <br />Co + _ / /� __ �/ / -- - - -- j / /e' \�\ <br />-- �/ i \ 1 \I ' 1t _= 1 1Tp r f L, ' / / ` t a0 „3g9 _ b 862Q / e- <br />i <br />j = / ry ry (1 1 OS` / / �i _ _ �� / - - - - <br />i4yt; / - SL.S O6 / le _ <br />� 1 to IA 070 `\ -- / / r / �� <br />° 1° 1110/ <br />N207 800 <br />It <br />1b IL <br />fir le <br />vN' v <br />+rx• / / NOTES � <br />�\ - r _ - - / / / 8620 i/ /�/ '/ i <br />- /- I + / I. ALL ELEVATIONS SHOWN ON THIS DRAWING ARE FINISHED GRADE. <br />4_ Z\ \ \\ (i i 4s \ / -- IOr/ 20 ION / / i <br />,/ - / N' \ \ _ - / / / I % 1 C 1 FUTURE /BERG c°NSTRU / - �� '� _ 2. ALL CUT SLOPES ARE 2 V2 TO I UNLESS OTHERWISE NOTED. <br />/ y 8 ` - - / = / I / I _ 1 1 r /- -t -` -_ ��� /�' �'- 3. ALL FILL SLOPES ARE 2 TO I UNLESS OTHERWISE NOTED. <br />l% / ; \� '/ / �/ / ?3'2> 22T 3.50 °kG /- BY OTHERS / /� /'' / 4. SEE DRAWING B -101 FOR ALL HORIZONTAL CONTROL <br />�� o 1`- - I / / /' /' 8600/ ���� 5. CULVERT TO BE_FIELD ROUTED AND DISCHARGED INTO <br />/ I - - I o+ = 1 / , / / �/ /� i I APPROPRIATE- DITCH SECTION (MIN. SLOPE 1/2 %). <br />6. CROSS HATCHED AREA SHOWN IN THE SOUTHEAST QUADRANT <br />v 1 - / / OE THE PROPOSED PLANT STOCKPILE AREA IS TO BE CONSTRUCTED <br />( rya' <br />LL <br />,/ ��� a I 1 i / / l / - - -�J �/ �/ "C". <br />10 1 1 - \ + a 1 g- -- I C / / ► / / �- �� TO ELEVATION 8617 O PRIOR TO CONSTRUCTION OF ROAD \ <br />h0 / / 10 STA 6 +10.0 1'--` \ \ - / \ 6 I I / / / ► / / - ' 7. -- LIMITS OF INITIAL PHASE OF CONSTRUCTION- IMPOUNDMENT \ <br />O / b Or 1 ' I V PI 1 -+zt F \, \ \ g / / 1 b� ! 1 / 1 1 % l / / -- \ <br />!,� I / e ® ,� / „� „t = 1 s / BERM 8 HAUL RAMP BY OTHERS. \ <br />100, b EL. 362315 `a. \ 1 �s L / / I I - / / / i� / " \ <br />_ I 2 f° vE_R LoWET+CT _T vPl / j / I / i S. SHADING DENOTES AREAS TO RECEIVE 8 LAYER AGGREGATE <br />/ m I v _ _ / / <br />/ / / e` PC EL 2311/ �"-" + / 1 / , / , / / �i'� �i BASE COURSE. <br />► , / / `T' ,- - _- \ / I / / / / / �� 9. WORK THIS DRAWING WITH DRAWING 8 -101. <br />1 I / , / `6ry a 1 =fir \ / / / N 207 700 <br />706 —/ % % r / /ii \\ \ r <br />/ I / ' Ie \ / / w N �� / / > / 'J / / / / / / / \ <br />Ole <br />j el <br />I I le 11 <br />10 / / BATTERY LIMITS <br />�� _�/ / i I C __i ! �� i / / l % SEE NOTE 7 / / // / i / / /� / / - _ 1 <br />MAY 19� <br />OF <br />e' / / / / 10 / N207,600 <br />e / I I / ?k / / / / / / / / / / / ♦ <br />/ / //- i I ltf /� % i <br />� / / / / / / / / / / / / / <br />g6 <br />^_ 19 /' ' \\ Perm Number \ <br />% / - -- I - \ i i / / i / � l i //( i / j /' \ �- <br />- -- /' / / / i % \ secuorVExeett I <br />Cv / / 1 \ <br />/ / / ! / / / / / / Class evasion rp - <br />^ —_/ / 1 / 'i f / / i 00 / ( // / i ' // I omType bp4tJrA?s SGP aS %f6 tQ,, / <br />' / 1 / / / j // / / ' / / 1 Class 0 Report O Hydro OGeneral I <br />/ / / / \ OApplinatan (Coal only) 0 Bond 0 Enforcement Elm spection / <br />1 i \\ i' / �1 /'� i / / Jl / / / j / / / / i/ / / / / / / / / / / / / / / / \\ j 1 N207,500 <br />No! A, 407. 500 1 <br />Ile <br />'Ile 10 <br />elel/ ell <br />o0 <br />0 10 0 ,N 1 / M 1 r- -__' , a / / / / 10 , / / \ �\ Co- IN' II if U u® <br />ai 47 / 0i i 1n \ \ IN <br />c of i / 1\ i o i / c i i o / 0 1 o I \ <br />N I// <br />W .. O O O I -/ /N 1\ N N ' N W / W W DATE:%�G� SIGNED: <br />W W W W W W 4! -- - J _- - <br />- - - - -- -- BY DATE cL�BATTLE MOUNTAIN G 0 LD CORPORATION o CONTOUR V=30 IERVAL= 2 szE <br />PROJECT APPR // L%- a r - <br />COPYRIGHT © e e DESIGN APPR o2es t //�, /90 SAN LUIS P R 0 J ECT, C 0 L 0 R A D __ 42 J°� "° 754 <br />Wj OW IBC E W ineem Inc. {12 <br />This dravnrtg remains the 11- - TITLE I,`k ,.x. ">.4' 1.' . I�� <br />DESIGNED K MAHONEY 4/90 REV I <br />Property of Mtnproc <br />Eroperty of and may SUITE C300 5600 S QUEBEC ENtaLEWOOD. COLORADO 80111 - No <br />CHECKED K. MAHONEY 9F/VU GRADING PLAN a�Y• , o i39 DRAWING No <br />not be coped In any way TELEPHONE (303) 721-9111 Z oC, S-9.9 GEwSF r' �- QE\/15101�\ �J� C <br />— wrtlaut prat wrtMen sp- W NEO 1,{\rN`v <br />provalfromth.8company FAX (303) 721 -9008 ) D� -n-w ISSUF� FO`s. LO\1STP.�ICT \OtJ �.1� V - <br />- - <br />_ �A\MNQ No DRAWN ID GILP.IORE 3/90 ,c,k�A�ATIn►�1 (11 \n1 S L P -0 / -1 I��I <br />REFERENCE DRAWINGS ffNOBY: <br />GATE REVISION CHECKED APPROV No BY DATE REVISION CHECKED ROV PUNT GRID NORTH <br />__ _ _ _ _ _ _ I�L'JYW L�IW { 3 2 7 <br />