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tJNCTI.,N MITI ACoSS T, \ / <br /> pl L �pVFJ2NMENT CATTLE LF�S _ \�JI <br /> P1J r LEGEND+ <br /> IV I; <br /> f WA II ' " ' % `F�CSTIN(n� • %j �� ` LIMIT OF WA_s1 PI�.E <br /> t . <br /> /j // Z.00 STATION OF C=2 (1� LEGTION GiTGH 7c_(p <br /> GULVEI2-r LJCA.TIONAGC�S� OA[O MA .;T'70PEZC31L QuN0 ��� _i L vE D �•CI PP1aE PO NT E <br /> EC-MCN t� / / ` I =,F <br /> 1 " : IV <br /> F i r�ww �uM I oPE <br /> 2_ II Ca- TI I L LJT SI—7 <br /> E TI 01 \ aJTLI N prLLE <br /> l <br /> I'L \ \.o° 1 �0 ) <br /> rr � �\ 2 MAX U <br /> IV IMM <br /> L♦ P 'biz; \�1F CP ' G P E <br /> 1 \•. 'n O� �',� ^tom - <br /> IV <br /> S � ._ r yl:� .� ._...� . yr.��_ .•... ` % L — .�- ��r/� i.S FT. M M !LOPE <br /> r ` <br /> FALL -lEGTiON <br /> s o _ «s AC.;E£•. >�Ap X15TIN(7� T_ .. . — .- I---- --i <br /> q <br /> Sc � I ' '� T"PICA1., C�o�S - SEGTIC�NS of <br /> 1 <br /> 6'--S � GALE I°=%�• � � I � FIG��c D <br /> _ a <br /> , ACCESS P,�.DS <br /> q3< B30ti t'• <br /> 03,5 <br /> GENERAL NOTES <br /> qQ <br /> \q1 o <br /> �s JOo �— . 1 ) ROADS SHALL BE CONSTRUCTED AS NEEDED AROUND THE PILE AS SHOWN IN <br /> q��__ \ ^i6� FIGURES A THROUGH D. THE PHASE II ACCESS ROAD SHALL BE CONSTRUCTED <br /> AS NEEDED PRIOR TO TOPSOIL STORAGE TO ALLOW ACCESS TO THIS AREA, AND <br /> FIGURE A PLAN I C)r A / / r Jt) ^ ^ /\ ED j PRIOR TO PILE CONSTRUCTION TO ALLOW ACCESS TO CATTLE LEASES, <br /> 1 C PLAN�► r w G �jl`N 2) ROADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATI* , <br /> SHEET 9, SECTION 2.0. <br /> 3) TIE EXISTING ROAD FROM THE WASH PLANT AREA SHALL BE UPGRADED AND <br /> MAINTAINED TO A CONDITION EQUAL TO OR EXCEEL)AG TW T C� THE PRo- <br /> �1TATTON12 ``F r�-AA_�E Q BSc gOAD POSED ACCESS ROAD, AS OUTLINED IN TULA <br /> CRFT04 SFiifT 9� <br /> SECTION 2. 0, AND AS SHOWN ON FIGURES 71 I C, <br /> £ r 4) ROAD CUTS AND EMBANKMENT SLOPES SHALL NOT BE STEEPER THAN <br /> 1 . 5(H): 1 (V). EXCEPTED ARE EXISTING CM IN SOUND MANCOS SHALF <br /> } A E ¢ BEDROCK ALONG THE EXISTING ROAD WHICH MAY B£ 0.25(1I) ;1 (V). <br /> 5) A DITCH RELIEF DISCHARGE POINT SHALL BE LOCATED AT R-1 , AS SHOWN <br /> Z ON FIGURES A AND B. DISCHARGE POINT SHALL BE RIPRAPPED AND MAIN- <br /> !- I I TAINED AS REQUIRED TO PREVENT UNDUE EROSION, <br /> 6) ROAD DITCH RELIEF CULVERTS C-1 THROUGH C-4 SHALL BE INSTALLED AT <br /> E- <br /> LOCATIONS SHOWN ON FIGURES A AND B, OF 18-INCH DIAMETER CORRUGATED <br /> METAL'PIPE. <br /> W 7) CULVERT D-1 SHALL BE INSTALLED, AS SHOWN IN FIGURES A AND B, TO <br /> . �� ACCOMMODATE FLOW IN THE EAST AND WEST RUNOFF COLLECTION DITCHES <br /> AND SHALL BE 36-INCH DIAMETER CORRUGATED METAL PIPE. THE DITCHES <br /> I � C' SHALL BE DEEPENED TO A MINIMUM DEPTH OF 3.0 FT FOR A DISTANCE OF <br /> f31 CEO <br /> 15 FT UPSTREAM OF THE CULVERT. <br /> .. <br /> G) CULVERTS D-2 AND D-3 SHALL BE INSTALLED TO ACCOMMODATE FLOWS IN THE TOPSOIL RUNOFF <br /> S GaTION5 OF' CA-r-rLE LF.�_fE ACCESS O p HOER <br /> I� COLLECTION DITCHES AS SHOWN IN FIGURES A AND B. THEY SHALL BE OF 18- INCH DIAMETER <br /> PH�� A�E55 <br /> ��_ CORRUGATED METAL PIPE. THE DITCHES SHALL BE DEEPENED TO A MINIMUM DEPTH OF 1 . 5 FT <br /> � I-E:N�,TH : IQ�o FT <br /> o- I QOAo STATIONS G,1-7 FOR A DISTANCE OF 15 FT UPSTREAM AND DOWNSTREAM OF THE CULVERTS. <br /> � o+ct�-15ic� s.-r °° C_J-J LvERT S2E <br /> F1UUe/ I&QC�o,D WIDTH : 18 F-r ]c, IN DrA. 9) THE ROAD DITCH BETWEEN CULVERTS C-1 AND D-1 SHALL FLOW INTO CULVERT D-l . THE <br /> E E L.ON� I� aHAL_ WOFiI E OF � -E II ACC�5 2C0.D AVERFGEG,IeA�E :7.3X' Is ROAD DITCH BELOW CULVERT D-1 SHALL FLOW INTO CULVERT E-4. <br /> ea <br /> Ia 10) CULVERTS ALONG THE EXISTING ACCESS ROAD SHALL BE INSTALLED OR REPLACED TO COMPLY <br /> WITH DESIGNS SHOWN IN FIGURES A AND C. <br /> Blgp oeIZoNT-AL (-A E So' ",o' I ' = ,c�,� 0 <br /> -3 (g ) THE LENGTHS OF THE CULVERTS SHALL BE DETERMINED ACCORDING TO THE WIDTH OF THE ROAD <br /> I oo' <br /> FILL AT EACH LOCATION. EACH END OF THE CONDUIT SHALL EXTEND A MINIMUM OF 1 FT BE- <br /> E 4 <br /> YOND EACH END OF THE FILL. THE FILL BANKS ADJACENT TO THE CULVERTS SHALL BE RIP- ,RAPPED FOR EROSION PROTECTION. ALL CULVERTS SHALL HAVE A MINIMUM 1-FT COVER. ALL <br /> 6-� FILL AROUND CULVERTS SHALL BE COMPACTED AS SPECIFIED ON SHEET 9, ITEM 3. 3. OUT- <br /> LETS OF ALL CULVERTS SHALL BE RIPRAPPED AND MAINTAINED AS REQUIRED TO PREVENT UN- <br /> DUE EROSION. <br /> ul <br /> 910o a vErCTIC .q� �G.eLE <br /> LL <br /> oo (r1RA�F t = ln�. ' <br /> UJ LUE12.T <br /> 0 �o � rN GP o*� - I *,� a< /., A ES5 ROADS DEC 11987 <br /> Zq +�5n - 'ur�o q gip' MINED LAND <br /> Q E-2 6 3r70 - 12+(.O /� 21 "/r!i w R C).A��nr.,,, <br /> J IZ*GO -IS+gn p,Z,�/p r"IIO-CONT-WENT 32E5pIJP�G<� ING <br /> ul E a GOOLDW R A$OSOC ** UITE 275 <br /> 4 4Z Po Pox 15ig <br /> oro�� +cry 2+oD too �Yoa S+oo ,70D GOLDEN, COLORADO 80�01 CpQ eoNpgLE 3 7-rc0 8+0o 9+oc Io+00 IITpo 12Too +oo (303) 278-6662 <br /> I 3 14roc 15raG I,tgD oRApo <br /> STATION OF- AGG ESS C�Z) Ze:)I ,p L-EN LZorH DESIGNED BY I r.IC.S CHECKED BY <br /> m Zr�AO WIDTH 18 FT (uP(r2ApEp) <br /> / r��c t/ 1. n C r' C P` sp,&,c E� /G�^ : 5 'C/� DRAWN BY DL_ APPROVED BY <br /> FIUU� �D�C� ITIJ�IIvI� r ���rl�E- dr GXI��IIv(a /`1(LC�55 ��A(� `iTA o+oo GF DRAWING NO. ° 8�3 -202o SHEET 7 0Fcl <br /> r�+P�SE Q ACL G CS 12GAC7 <br /> DATE 411L 19aCo SCALE AS INPic.ATEp <br /> - _ <br />