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CURVE DATA <br />N0. <br />PC <br />PT <br />R(ft.) <br />p <br />T(ft.) <br />L(ft.) <br />1� <br />MR 2+50 <br />MR 8+24.37 <br />1000.00 <br />32.91' <br />295.35 <br />574.37 <br />PLAN - STA MR 0+00 TO STA MR 8+75 <br />SCALE: 1 "=40' <br />FL ELEV 40.8 <br />STA MR 8+50 - ' <br />© 29.56 RT <br />24$7 CL.3 RCP (120') v <br />72 <br />0 <br />O00z <br />PVI. ELEV = 47.27 <br />W <br />un N <br />A.D. _ -0.12 <br />72 <br />6 8 <br />0+ <br />CD -- <br />N � <br />p <br />`�. <br />K w 80 7.01 <br />.68 <br />64 <br />� <br />Z <br />�.. <br />W <br />�� <br />� � <br />�U <br />� <br />o <br />to <br />Ii <br />I 100.00' VC I <br />.4. <br />4 <br />N <br />0 <br />-t <br />60 <br />W <br />F- J d <br />J <br />+ <br />60 <br />m <br />U)W <br />� <br />w56 <br />+ <br />,, <br />0 <br />J <br />0 <br />PROFILE GRADE <br />Li 6� <br />- <br />Lei <br />56 <br />52 <br />m <br />m Lw <br />w <br />52 <br />- 0.0- <br />EXISTING GROUND <br />48 <br />-- <br />CIL <br />w e' <br />— — _ -�-- - — — — <br />------- ---- - <br />--- _ <br />— <br />.... <br />0.267o <br />-- <br />.0.14% 48 <br />44 <br />- <br />44 <br />EL.E ■ <br />-rr <br />NO <br />CO°Q <br />r1-(14 <br />L0Lr) <br />�00 <br />� <br />L�0n <br />rn�`- <br />CD00 o�� <br />L0(0 <br />CV nI� <br />� <br />[D <br />D <br />(D -t� <br />[D <br />�.00 <br />U <br />. <br />d <br />L0 <br />�r- <br />- �0] <br />CaV)� <br />0+00 1 +00 2+00 3+00 4+00 5+00 <br />PROFILE -- MR --LINE <br />HDRIZ SCALE: 1 "=40' <br />VFRT SCALE: 1 "=8' <br />INFORMATION CONFIDENTIAL: <br />DESIGNED BY <br />A. wHALEN <br />Burlington Northern Santa Fe <br />Railway Company <br />QD <br />All plans, drawings, in <br />cations, <br />cations, and or information <br />furnished herewith shall <br />remain the property of the <br />Burlington Northern Santa <br />Fe Railway Company and <br />shall be held confidential; <br />and shall not be used for <br />any purpose not provided <br />Burlin Burlingtoneements NorthernWith Santae <br />Fe Rahway Company. <br />DRAWN BY <br />R. MILLER <br />CHECKED BY <br />A. SILVER <br />Inc.5/23/02 <br />Harris, <br />sac University Avenue, Suite 274 <br />Sacramento, California 9`J825 <br />HlA <br />REVISED SLOPE GRADING <br />ERG <br />ACB <br />APPROVED BY <br />A. BoONE <br />0 <br />5/15/02 <br />REVISED PROFILE, ADDED PIPE CULVERT <br />ACB <br />DATE <br />SEPTEMBER 13, 2001 <br />REV. <br />DATE <br />QESCRIPTIQN <br />By <br />sue. <br />APP. <br />��� QR4FE55��q! <br />� fiy <br />A Al <br />ca rx*ti <br />0 913, <br />i� xp. 03-31-05 <br />CIVIL <br />OF Al\S <br />Cortectiarls By <br />No <br />Oh-'�'nges P. <br />•,. ^ _ .. _. HORIZONTAL GRAPHIC SCALE <br />at[ 40 20 0 20 40 <br />Arty 0$r1sr"i1 ijnp fn r'. '°ro�'��.. <br />All loin^+ firm r~' -.n. - • ....._ a ■s_ `. <br />MARIPOSA ROAD GRADE SEPARATION <br />AND REALIGNMENT <br />MARIPOSA <br />ROAD <br />- PLAN <br />& <br />PROFILE <br />STA MR <br />0+ 00 <br />TO STA <br />MR <br />8+ 75 <br />VERTICAL GRAPHIC SCALE <br />8 4 0 4 8 <br />CONTRACT NO. <br />DRAWING NO_ <br />MR-01 A <br />REVISION SHEET NO. <br />14 OF 51 <br />SCALE <br />AS SHOWN <br />