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-ct DL-3t7 J.�] - L0'LL9EIN, A 1 3 4 5 s _. 7 2' LL" F F G • L (� CONVEYOR DESIGN LINE C ROAD 65 +00 70 +00 75 +00 80 +00 85 +00 90+ N I I �i��i�iiii�i� ■��o�� ■r•1C.7�ww�ww� ��s�� - • i■1_��i ��i�iA ��■f. W�i■1 —i�� J��i �� ■��ri�i�ii !ii • w�ww�wwwww�w�wwww�a: �e. iwwwwwwww�. �t.>_ �wwwww�.lww��wwwwwww�w�w•��wwww � �� li �� i ®n!■i �� iw ice■ �i�� ii �� i� �� i � ii �� ii ii �i ii �� ■��w M•�w w� �� c. pis �� a•� . � iii \� %1■ �iiiiiiiiiiiii��iiiiiiii� ..11n�iiiiiiiiiiiiiiiiiiiiii IIII ��iNr_a•�••••••� www wwwwwwwwww��w wi wiwww�wiwwwwwwwwww ww ��ww �we_ww www� w� NCR N—► 0 50 100 200 300 SCALE 1"-100' CONTOUR INTERVAL 2' LEGEND CURVE DATA ROCK CUT SLOPES X CURVE NO.3 CURVE NO.4 0 -- a I I A= 61056'36" R= 300.00' n R = F L = 177.56' L = 468.23 V 324,33 Lc= 174,98 Lc= 422.13' Lc= 308.77 T= 91.46' T= 297.01' T- 180,06' 6.ALL WORK" ON THIS DRAWING BY EARTHWORK 40 CONTRACT NO, G002V EXCEPT AS NOTED CORRECT OTHERWISE. ISSUE 7 INVT. OF CULVERTS LOCATED AT TYPE I ANIMAL CROSSINGS TO MATCH BOTTOM ATE ELEVATION OF DITCH EXISING ON WEST 20 SIDE OF CONVEYOR. IPA MAT'L INST. M.D. P.S. S.A. FAC ELEC LTG. MAT'L PCT ARCH. CIVIL CONC. STL. L &P INST. M.O. P.S. S.A. FAC ELEC LTG. MAT'L PCT RCM CIVIL CONC. STL. L&P INST. M.O. P.S. S.A. FAC ELEC LTG. MAT'L. PCT ARCH. CIVIL CONC. STL. L&P INST. M.D. P.S. S.A. FAC ELEC LTG. MAIL PCT ARCH. CIVIL CONC. STL. L &P INST. M,D. P.S. S.A. FAC PCT ARCH. CIVIL CONC.1 STL. I L FAR M.D. P.O. S.A. FAC ELEC LTG. PCT ARCH. CIVIL CONC, STL. 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'OVED "NOT FOR REV COORD,,CURVE DAN AC - - • - III • / : CONSTRUCTION" • ♦ I • 65+ 26.46 Lf mm DESCRIPTION CHKD CORRE OT DESCRIPTION OMAN mill NCR N—► 0 50 100 200 300 SCALE 1"-100' CONTOUR INTERVAL 2' N 1 CONVEYOR IN RD P&P , SHEETa I I i' CONVEYORi RO PLP SHEET 3 33 34 KEY MAP LEGEND MMENOMMMM BERM - —� - -� SEDIMENT V -DITCH CULVERT BENCH m LEGEND CURVE DATA ROCK CUT SLOPES X CURVE NO.3 CURVE NO.4 0 -- a I I A= 61056'36" R= 300.00' n R = F L = 177.56' L = 468.23 V 324,33 Lc= N 1 CONVEYOR IN RD P&P , SHEETa I I i' CONVEYORi RO PLP SHEET 3 33 34 KEY MAP LEGEND MMENOMMMM BERM - —� - -� SEDIMENT V -DITCH CULVERT BENCH m AQ Ong :• -• i . Rzol — ISSUED FOR CONTRACT NO —'` I'� APPLICATION ��7F_ a BID CIVIL CONTRAST G002c�1;,� =F 3 AND ISSUED FOR BID INFORMATION AND BID,COA D'"' T — COMMENT s P231 B I1 — 1 — — 5 — z /z/ %q SPEC P 231 B. — 2 1 — -- ,2 — — �c — T — � psi HANDLING SPEC NO. P231 8 LEGEND CURVE DATA ROCK CUT SLOPES CURVE NO.2 CURVE NO.3 CURVE NO.4 0 -- 3j"`54'39" 6= 89025' 32" A= 61056'36" R= 300.00' R = 300.001 R = 300.00' L = 177.56' L = 468.23 L = 324,33 Lc= 174,98 Lc= 422.13' Lc= 308.77 T= 91.46' T= 297.01' T- 180,06' AQ Ong :• -• i . Rzol — ISSUED FOR CONTRACT NO —'` I'� APPLICATION ��7F_ a BID CIVIL CONTRAST G002c�1;,� =F 3 AND ISSUED FOR BID INFORMATION AND BID,COA D'"' T — COMMENT s P231 B I1 — 1 — — 5 — z /z/ %q SPEC P 231 B. — 2 1 — -- ,2 — — �c — T — � psi HANDLING SPEC NO. P231 8 LEGEND ROCK CUT SLOPES (NO VEGETATION REQUIRED) NOTES: 0_ 1. FOR GENERAL NOTES AND REFERENCE APP DRAWINGS SEE DRAWING EY -4A. 2. FOR DETAILS AND SECTIONS ON THIS DRAWING SEE DRAWINGS EY -4J AND EY -4K. 5880 3. FOR GENERAL LEGEND SEE DRAWING EY -4A. ISSUE DESCRIPTION 4. CONSTRUCT A BERM ON THE LEFT SIDE FROM CHKD STA 61 +30 TO 62 +50,66 +70 TO 71 +60,82 +60 TO '''PP AT 84 +00,84 +20 TO 84 +80 AND 85 +90 TO 88 +35. 60 FOR DETAILS SEE DWG 1361701- EY -4J. CORRECT 5. CONSTRUCT A DITCH ON THE LEFT SIDE FROM STA ISSUE 76 +70 TO 81 +30. FOR DETAILS SEE DWG 13617.01 - CHKD EY -4J. 6.ALL WORK" ON THIS DRAWING BY EARTHWORK 40 CONTRACT NO, G002V EXCEPT AS NOTED CORRECT OTHERWISE. ISSUE 7 INVT. OF CULVERTS LOCATED AT TYPE I ANIMAL CROSSINGS TO MATCH BOTTOM ATE ELEVATION OF DITCH EXISING ON WEST 20 SIDE OF CONVEYOR. AQ Ong :• -• i . Rzol — ISSUED FOR CONTRACT NO —'` I'� APPLICATION ��7F_ a BID CIVIL CONTRAST G002c�1;,� =F 3 AND ISSUED FOR BID INFORMATION AND BID,COA D'"' T — COMMENT s P231 B I1 — 1 — — 5 — z /z/ %q SPEC P 231 B. — 2 1 — -- ,2 — — �c — T — � psi HANDLING SPEC NO. P231 8 2 3 4 F 2 4 1999 ' 9 co O 0 W z N0N ••N W cr N Q LL u LL Q IIIIIII Hill VIIIVIIIVIIIVIIIIIIIIIII Q 003591 OVERLAND CONVEYOR *D MAINTENANCE ROAD A�N,AND PROFILE SHEET -3 W MOON LAKE PROJECT (D COAL TRANSPORTATION SYSTEM J= WESTERN FUELS -UTAH, INC. �o STONE 8, WEBSTER ENGINEERING CORPORATION DENVER, CO. W DOC 13zk NUMB RG 13617.01 -EY= 4C -10 DESIGNED BY B,DASGUPTA DRAWN evW.SPRINGER AREAS LEVELS WORK 10% DSGN CHKD ■Y D. HAYES CHKD ■YD Mc DON EL L � Q l . TASK PPR DESCRIPTION CHKO CORRECT APP ISSUE DESCRIPTION CHKD CORRECT APP ISSUE DESCRIPTION CHKD CORRECT '''PP AT ISSUE DESCRIPTION CHKD CORRECT PP ATE ISSUE DESCRIPTION CHKD C ISSUE DESCRIPTION CHKD CORRECT ISSUE ATE MAT'L INST. M.D. P.S. S.A. FAC ELEC LTG. MAT'L PCT ARCH. CIVIL CONC. STL. L &P INST. M.O. P.S. S.A. FAC ELEC LTG. MAT'L PCT RCM CIVIL CONC. STL. L&P INST. M.O. P.S. S.A. FAC ELEC LTG. MAT'L. PCT ARCH. CIVIL CONC. STL. L&P INST. M.D. P.S. S.A. FAC ELEC LTG. MAIL PCT ARCH. CIVIL CONC. STL. L &P INST. M,D. P.S. S.A. FAC PCT ARCH. CIVIL CONC.1 STL. I L INST. M.D. P.O. S.A. FAC ELEC LTG. PCT ARCH. CIVIL CONC, STL. L&P 90 op 90 mV' 18011upll 50 A ocean )C Cu ■A - _ - 2 3 4 F 2 4 1999 ' 9 co O 0 W z N0N ••N W cr N Q LL u LL Q IIIIIII Hill VIIIVIIIVIIIVIIIIIIIIIII Q 003591 OVERLAND CONVEYOR *D MAINTENANCE ROAD A�N,AND PROFILE SHEET -3 W MOON LAKE PROJECT (D COAL TRANSPORTATION SYSTEM J= WESTERN FUELS -UTAH, INC. �o STONE 8, WEBSTER ENGINEERING CORPORATION DENVER, CO. W DOC 13zk NUMB RG 13617.01 -EY= 4C -10 DESIGNED BY B,DASGUPTA DRAWN evW.SPRINGER AREAS LEVELS WORK 10% DSGN CHKD ■Y D. HAYES CHKD ■YD Mc DON EL L � Q l . TASK