Laserfiche WebLink
O <br />Z <br />w <br />W <br />R' <br />X <br />W <br />U <br />to <br />H <br />O <br />J <br />a <br />N 57,0 <br />1 _ _WING -ILES <br />RECV FROM FORESIGHT WEST SURVEYING INC;.: <br />A V <br />(RECV MARCH 14, 2010) <br />SQUAW GULCH BASE TORO — PHASE_ 2.DWG <br />\ 4\ <br />Its bLp <br />\ <br />^ <br />�, \ \ N \� \' \ \ \� <br />� -3P �- <br />_ \_ <br />� \� \ � \ \\�� �� t., ^) — —� � •'-�_ -•-_c � `jam � t / / � \\ \ \��_ —_ -.= - <br />F <br />� <br />- _ _ - -- <br />Al l� \� ���.. —� Vo �` � <br />� rP -11 <br />CCV 'CPO EXPANSION 12 -29 -10 NORTH AREA.DWG <br />_ — <br />,, ` _ _ _ _ _. <br />N <br />_ <br />TP -12 TP 26 --� -_ <br />TP5 <br />(RECV JANUARY 28, 20111 <br />❑ hl <br />SH67 TOPO 7- 07- 11.DW6 <br />\ J <br />�. A ` <br />VLF2 TOPO EXPANS ON 8 -05 1 DWG <br />TP 51 TP <br />- _ �TP -29 TIP 28 �� �% �� <br />� <br />�- � � <br />�.�'r, 47 �❑ , <br />, � �\ <br />� �T <br />� <br />(RECV MAY 2F, L "` F! 11,1 r C�cv1 <br />�TP� - 21 ,r2 <br />` <br />TP � ❑ <br />El <br />SWTP- 48- <br />v <br />\ <br />- - ` <br />TP 32_- TP -49 TP 3$ <br />: ❑ �-ITP -20 / - <br />- _ �� <br />fi85 7 � <br />TP <br />_ <br />\^ \ <br />El SWTP -66 - GTP -18� <br />N ,'56.000 <br />TP -36 `- - <br />/ <br />_ <br />__ - _ <br />SWTP 68 SWTP 67 , <br />i� <br />l 'i <br />7 <br />TP 4 V�, <br />GTP 27 <br />l <br />El � <br />/ <br />TP -35- <br />/ <br />TP -30 TP -31 <br />-44 TP -43 <br />Q <br />ATE HIGHWAY _� <br />GTP 1 <br />� <br />N 55.500 \ <br />I TO BE RELOCATE <br />BY OTHERS) \� l 1 ' <br />-� -- - -- - - -- <br />/ / / // j / i / _ — i j : <br />;� D <br />SOIL LINER FILL BORROW <br />100 0 100 200 FEET <br />OVERALL PROJECT SITE MAP <br />1000 0 1000 2000 FEET <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR EL, FEET (AERIAL SURVEY) <br />}e EXISTING GROUND SURFACE CONTOUR EL, FEET (LAND SURVEY) <br />EXISTING ROADS <br />— EXISTING DRAINAGES <br />HIGHWAY 67 <br />E—*--E ---* EXISTING POWER CABLE <br />BE EXISTING UNDERGROUND POWER CABLE <br />i-0­0­0-- 0-- EXISTING FENCE <br />i -� - -G EXISTING GAS LINE <br />EXISTING BUILDING <br />TP -50 AMEC TEST PIT JULY 2010 <br />OSWTP -27 SMITH WILLIAMS TEST PIT JUNE 2007 <br />M GTP -15 GOLDER ASSOCIATES TEST PIT 2004 <br />SOIL LINER FILL BORROW AREA <br />REF=ERENCE: <br />EXISTING GROUND TOPOGRAPHY WAS k E -D BY D' S a <br />1 _ _WING -ILES <br />RECV FROM FORESIGHT WEST SURVEYING INC;.: <br />SQUAW GULCH BASF TOFO PHASE 1 - REVISED.DWG <br />(RECV MARCH 14, 2010) <br />SQUAW GULCH BASE TORO — PHASE_ 2.DWG <br />(RECV APRIL 24, 2010) <br />SQUAW GULCH BASE TORO — PHASE 3.DWG <br />(RECV MAY 4, 2010) <br />CCV 'CPO EXPANSION 12 -29 -10 NORTH AREA.DWG <br />(RECV JANUARY 13, 2011) <br />CCV TORO EXPANSION 01 -28 -11 SOUTH AREA.DWG <br />(RECV JANUARY 28, 20111 <br />CLIENT <br />SH67 TOPO 7- 07- 11.DW6 <br />(RECV JULY 11, 2011) <br />VLF2 TOPO EXPANS ON 8 -05 1 DWG <br />(RECV AUGUST 9 2011) <br />PROJECT <br />09028— COAOSOL TOPO MLE LIMITS.DWG <br />(RECV MAY 2F, L "` F! 11,1 r C�cv1 <br />J ��•••<,1NEy••. <br />Oi c�A mAnfo� <br />"87571d <br />NOTES: <br />1. BASED ON THE TEST PITS PERFORMED IN THE SOIL LINER <br />FILL BORROW AREA, AMEC HAS ESTIMATED APPROXIMATELY <br />500,000 CUBIC YARDS OF AVAILABLE BORROW. <br />2. REFER TO APPENDIX A FOR TEST PIT DATA. <br />